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HomeMy WebLinkAboutProduct Approval - Accordion 3/512020 Florida Building Code Online x r � a + ♦ ► 0 C e s 8 ' Bas Home i Log in User Registration ' Hot Topics i Submit.Surcharge Stats&Facts i Publications contact Us i SCIS Site Map { Links i Search s Product Approval 4: SER:Public User - Product Aoorgval Menu>Product nr Aoglicatlgn Sea M:>ARgli[atign List>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley I rod riguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tlllit,Jr.P.E. Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. f 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 -1-7-106—GERTIFICATION-OF.INDEBENDENCE_Cj)•PDF-.- ------------ _ FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard YAM ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UCB%3d 1/3 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. 89.2 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.,, 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, 11 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.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load 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 Back F-7-- Contact Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 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: ® eCl�ck R!11.111u; COPV https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 GENERAL NOTES; 1.BERTHA N.Y.ACCORDION SHUTTER SYSTEM SHOWN ON INS PRODUCT EVALUATION DOCUMENT(P,E.D.)105 BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. BDESIGN WIND E INSTALLED WITHSA pRECTIONALJBE �FACTOR Kd 0.65,INEDAS PER USNGON IASCE 7-THE 0 AND SHALL;NOT EXCEED THE MAXIMUM(A.SANED CODE,FOR A BASIC WIND OEED DESIGNOUIRED BY PRESSURE RATINGSSCICTION NDICATEO ERE SHUTTER WILL TABLE 4F CONTENTS ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VITRIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SKULL BE FIRST REDUCED TO A-%D,DESIGN WIND LOADS AREA 1: W BLADES Q& Q BY MULTIPLYING INDA BY 0.6 IN ORCERTO COMPARE THESE W/MAX.(A.S.0)DESIGN PRESSURE 114TINGS 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 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS IM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS:HOWEVER,A WIND DURATION FACTOR CO-1,60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THC ABOVE MENTIONED CODE AS PER TYPICAL.SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE &WINDOW DETAIL -HV BLADE O #0214.01-03.10715,01-03.#1004.01-05,#1214.01-05.#031742-06,00609.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROIOCOLS AND ASTM E-1886Ra EA 2. }IV BLADE f1D AND HV WINDOW BLADE �ilA AND C-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&01220.01-10 AS PER TAS 201,203.&203 PROTOCOLS LARGE MISSILE. (INHERE APPLICAM -HY WINDOW BLADE Q 10505,01-08 AS PER ASIDA E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND 0 0725.01-68 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2.NV BLADE Q AND ITV WINDOW BLADE ai ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER,THE GENERA.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-Lb 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#14x2.75'AND 014.1.75'RESPECTIVELY.410-M MINIMUM SERIES CENTERMATE DETAILS HY SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksD YIELD STRENGTH AND 180 kxi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS AIV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION,PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMNIJ14 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 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET i1 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MAN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGIH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 241 1.3,3,4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO RE ASTM A-307 GALVANIZED STEEL.OR ASI 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:1N BLADE O: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE iD&6 WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 B.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 06'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S,PATENT#5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X,WOOD SHEET l8 METAL SUPPLY, INC. 9,IT SHAH BE THE RESPONSIBILITY OF THE CONTRACTOR TD VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA WINDOW ALD ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. TYPICAL SHUNTER ELEVATION SHEET 19 1Q: EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENTENMATES AND ENGAGE OR LOCK ALL HV AND NO LOCKS. AREA.4' HV WINDOW BLADE()ONLY 11. SHUTTER MANUFACTURER'S LA13EL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE W+TH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL.BE INSTALLATION DETAILS,METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING 14 COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE, 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY MRH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AHD ZONING RECULAV4114S PROVIDED BY THE JURISDICTION WHERE PERMIT IS.APPLIED TO, 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,La.WHERE THE SR£CONDITIONS DEVIATE FROM THE PCD. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.O.,PROVIDED HE/SHE GOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONORiONS PETALED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E0.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 13ECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.O.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a)ORIGINAL.P.EO.SHALL BEAR THE DATE AND ORIGINAL SEAL A14D SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. 17FA7N/'�ia�� FLORIDA BUILDING CODE(Non High Velocity HurriCone Zane 1111� •,.....,...•/�'+�4,� 02017 TILYECO,NC, 02017 EASTERN METAL SUPPLY, INC. BERTHA VTM TLE CC O i m, A A Accordion W/On Shutter System *j ■ ■ ■ ■ tLV.FdAO£�1 Wf OR W/O KV.1MNUCTN ffi!)DE �Att U� TILUT TESTING & ENGINEERING COMPANY American SillJtt®F �ai79tBm9 EV.N bESCRIPTIOH DATE DRAWN BY. L.C. Fltt � C o Association, Inc. I OLD 15-065 )7/27J1 OATC: 07/27 t7 BS}s A.A.}6th. Sta.}475,YIRCSNN Glltt4TN5,r1.twM}3t / ;�V',�40,1-V�I�,, Phone:(305)671-1530.Fax:(305)071-1531 t Pal Beech. L 33 2 DRAWING No Ki�' ''�(',��� a-mais l tato-..I.aom West Palm Bcoch, FL 33407 s 17-107 L�] rs`C��PJAL 7+++1 WATER A TILUT0067 J..P.E. 4 1` -1 O7 P.E.'tMtL SfiS44 `URE/DATE ttiQRaA La.1 4.167 s SHEET s OF 20 l w .yrFa9-w1y LODEQ �> VARIES 1 i d g MO%, n 43 1' ¢g<• L3 4.1157' t HY SOLID BLADE H s• �H 90'!f 86' STARTER 3 HY UNIVERSAL FLOATER � � QUAUFIED FOR USE w/ COVERQ ED UNDER US PATENT 5458779 QUALIFIED FOR USE W/ tiV BLADE(D 04 HV DIRECT MO HV BLADEQ HV WINDOW BLADE- 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER -SEE U ONS OF USE OF BLAD ON SHEET 19BLADE + 373 6063-T6 ALLOY A TEMPER .t2d" r o 50 - TEMPER 3.226* 5 k° """1 085" oAV 870' .670'(� I61.°10'70' .26' ro 842 4.8 7" 12' L37. +. -• -••---- ( HV ADJ. ADAPTER I& ° 2Y6' 7 QUALIFIED FOR USE W/ HV HV WALK—OVER TRACK 420 6 yV A Jam. �QQR TRACK BLADE(D QUAUFIED FOR USE w/ HV {9 BY TRENCH TRACK es• , - .LOY BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6083-16 ALLOY A 0 TEMPER BLADE(D ONLY. � HV AR INGUARD 63-T6 ALO EAt�O_S£M R VARIES t.t 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U�E W/ HV 1.9 BLADE t 1' 1.915" g VARIES 1.936- 6663—T6 ALLOY AND TEMPE Uqx. �-r^— o O+i 83 083' .100 rn� 93` 093' q m� .12 --�( Ow 80' � 0• 080`� '7{ ,670 •,a m �^� .�i� qq 870 1 -1.686' q' 670 ].529'• I q 11 �V CEILINSd�iEA{�ER 1 HV HEApER/SILL 33. HD CEILING HE D 0 FIEO FOR USE W HV BLADE t ONLY, QUALIFIED FOR USE W HV 81ADE(7}ONLY / 6063-T6 ALLOY AND TEMPER"' QUALIFIED FOR USE W/ HV En f HD .WALL HEADER4SILL SEE SECTtONS FOR VALIDITY- SECTIONS DITY. OUAUFIED FOR USE 1Y/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY. 6 TEMPER COMPONENT A B T1 T2 X Y t t" 1.aK%MK Y MK 1 r 2' 2' O.i25' 1' I 1' 0.062" 17 2- 5"MAX. 1/8" 1/8' 3' 3- lox90` I 1@ 2• 5'wx 0.192' 0.192' X , SIDE ANGLES ^—� ALUMINUM ANGLES 1s z.5 7"MAX, o.1so 0.196' CORNER POSTS QUALIFIED FOR USE W/ HV o17AURED FOR USE w/ HV BLADE a QUALIFIED FO USE W/ HV BLADE 1( # -76 ALLOY AN D,�EtA SLADE� }, ONLY. 'jA 2' S'MAX.MAX.f 0.139' 0.131` 606- LLOY AND TEMPER 6063-T6 ALLOY AND TEMPER f rrliuni.p� FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone +1+t�L A. I{ a 02017 TLTECO,CNC. 02017 EASTERN METAL SUPPLY, INC. t+�,4.,•........,," f BERTHA HVT ti10ENsfi `-� _ iY t I .` i1 LTE C O �H�. ■ ■ . , Accordion#1 W/ ShutterSystem T�.v. MADE T w 0R w o wLv.NfNDCMI TIWT TESTING k ENGINEERING COMPANY American Shutter Systems REV.N O[sORPnaN nAtt oMwN BY LC * 5355 WMw 3ath.St.,St..105,M40044 Cutn:NS,ttnaCx 33161ASSOOIOIIOn� Inc. 1 OLD 19-095 7j27jt OATS; 47J27j17 0 TATE OF 1 PRgno:(308)871-1530.N.:(305)871-1531 4268 Westroods Drive 2 DRAWING No +' ....QRID�`• ++1+i ­­41 E°tat.. o 9•� West Palm Beaeh, FL 33407 4 17-107 3,/a Z�G 1++ WALTER Lw�T ailct 5 SHEET' P,E:' 1 , �)tA�II>rtE/DATE 6 2 OF 20 v 4�76 745 fi§ 1J4`-2041/' DTE CAST 2,293- 1 r- -,331- tHR'_ OVU4 VOWEL 140aZIT6E CAST H )UG OAKSINO PAL41 ?I r 6 RESS TUR) l.3zs 316 PC L 454•r1g1 ^, 69 KrVs(CNROMR (04ROUE ALATED) FIATED) 21 V CENTERMATE L HV LOCK HV EGRESS LOCK UALIFTED FOR USE W/ HV BLADE & LY d-2) HV MATING CENTERM&J� ' 0: OUAUFIED FOR 6063 OU ED j)&CA)ONLY W/ Hv QUALIFIED FOR USE V;/ HV -T6 ALLOY AND JEMPE ED FOR USE W/ HV BLADE( gN 6063-T6 ALLOY AND TEMPER ONLY. BLADE(D& ONLY, UALIFIE0 FOR USE VI/W BLADE I ONLY —250"0.0. 6063-T6 ALLOY AND TEMPER PLASM HEAD 1.7 UOLDED 4.G46* TO 2.074* 1.7sy 7,i SCREW q JMQ!4 0 .360'AFTER RIVETING c .06. 1/4"0,-205x 3/4" BEFORE RIVETING S.S. THUMBSCREW I Z42'0-20 RIVNUT* SOMS 11444 AWMINUM(2024-T3 ALLOY)LARCE FLANGE THIN SHEET NINSEF".PART 1 0320.AS M94UFACTURM BY AVML PLAN h FRONT ELEvAnot,: HV MALE "T" -LOCK C'WERMATE 4,5 e CHERRY.tWOORN,PARStPFENY.NEW JERSEY 07054 OR EQUAL LOCK-CENTERMATE HV "T" LOCK HV ALTERNATIVE LOCK LOCKER FOR -T- LOCK CENTERMATE OUALIFIED FOR I/A KV TRADE O)ONLY q19HV FEMALE "T" ED USE V TEMPER QUALIFIED FOR USE kv/ 6063-Tfi ALLOY AND E QUALIFIED F USE HV LAD 5 QUALIFIED FOR USE W/ HV BLADE 10ONLY QUAMED FOR USE W/ HV SLADE(I ONLY I ONLY, 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER-' W1HV BLADE 01 ONLY. 1.917 17-Ny 3.161 3 t j - 214" L 2 CYLINDER 08 KEY CYLINDER 21. j n 11-1175'Mi,* 1 125'M... 0 ROD 0 (11) HD CENTERMAT W1 NO 49CKIN HO CENTERMAT 0 OUAUFIED FOR USE W1 HV BLADE(D& UA QUALIFIED FOR USE Vil BLADE(q& 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INSgRT 6063-T6 ALLOY AND TEMPER OUAUFIED FOR USE W/ HV BLADE UIN&b) 6063-TG ALLOY AND TEMPER 5�OR Af kI r(5—ACCTAL I SOMM a :1,1/2" LW DER (119 OETASS go OR KEY KF == 1_57 CYLINDER 00 1Mo.. LOCKING-2 HD LOCK QUALIFIED FOR USE W1 HV 2LADME'1�1', 60s1-T6 ALLOY AND TEM �K6) HV -3/8"0-16 ACETAL (n W AISI 304 13Y RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. _)INSTALLAT (i L SERIES S.S. THUMBSCRFMS OUAUFED FOR USE NV/ HV BLADEO& CA f5 ION WILL REQUIRE A 7/1 HOLE THUMBSCREWS 0 k�,Di ILLED AT TRACKS FOR PROPER EDMENT UAUFIED FOR.,V,%,yjj._HV a QUALIFIED FOR USE W/ HV BLADE(D FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone', 1. -1 02017 EASTERN METAL SUPPLY.INC. 4111 �1— 02017 TILTECO,INC .............V,;;S�!_ "'. V, " BERTHA H TIA E Accordion Shutter System L E KV. RADE#1 W/OR W10 KV.WNDDW MADE _7�i �qo tai. AwSwSwA 7 "• I American Shutter Systems REV.14, OESMIMOIA GATE ORAAN ey: LC. Jlr TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15 07/27/ii 0,61E; 07/27/17 S STATE OF St,,St..305.NIROVA OANDENS,ROPOA 33101 671 "o.ro.:(305)87_1531 4268 Westroods Drive 2 OP. A West Palm Beach, FL 33407 3st DRAWING No WALTER A.TILLt Jr.P.E. A 17-107 FLOF=Lt.#44167 -5 SHEIT P.11E. 36LQ,��Re 5 OF 20 MUTTER ASSEMBLY SCHED-UME—FOR 3/8�-�7 12'MIN. VICE HV nj HV TO BLADE TI P .062V HV BLADE 1 41 L�- —-- -- v� .187V "qw— W, cow ftLj4DE `615125' 0625 .6625^ HV BLADE 1A BLADE'S t,815D. ly HV LONG RECESSED NYLON BUSHING I: KNUCKLE 3 (TYP) HV SHORT RECESSED NYLON BUSHING /� FLAT PORTION I R1.7 0J)" '1911 3 50- 0 (1)OR HV NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES 4 //.2.8750 X 0.870'x3/16" THICK NYLON WHEEL. HV MNDOW 2 7/8-MIN. CLEAR SEPARATION 0.1880 AISI 302 SERIES S.S. RIVETS SEnVEE A623" .6623_ 7500' OWE 5 3/4* EXTERIOR OPENINGS '0 OPENIN OR @ 'AR IA HV 1 3/4- ACCORDION PIN W/ #8 HEAD 4 Ij. ON C NTERS{fir s 0 1/4' HV 2 3/4- ACCORDION PIN W/ #B HEAD 2 @ CLEAR (a POLYCARBONATE IMPACT RESISTANT HV WINDOWi _LIYPICAL HV WINDOW LADE AND 10 tll APS PO RBONATE HV WINDOW DETAIL9 �l�' (DOR @ —@ ., @ [[SEE NOTE TOR J I 0 EMENTS) IR (D OR @ PQI,YCARRQNATE IMPACT RESISMNT HV WINGO A BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC _j 12'MIN.CLMICE REQUIREMENTS AT EXT RIOR RIADE KNUCKLE FOR 10 BLADE BOTT)LI INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "I"' ON SHEET 19), HV wjHV CRf 3 T OR @ (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ OR POLYCARBONATE SOURCES FOR 44 HV (9 BLADE. EXTERIOR NPUUME WICAL SHUTTER ASSEMBLY "Pr&PROKWES STA20MO R Q (2) HV PIN jq MAY 13E USED IN LIEU OF AND ONLY AT "V PIN QR AT OR BLADE'S KNUCKLE. pg6m EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00.324- (SEE NOTE *FOR 0182 80-3 mt.' 0,043 tbff "ll". SHEET 7. 0 REQUIREMENTS) BLADE WHEN CORRESPONDING TO INSTALLATION MME yao Imp'n, ASIN u6n 2.400 F.A. %5w C.U. "PRA smemll 11 V= ASIV WDI UAW P.L UAW p'..1 fuv;R.L Momus AMU 070 .14D=F.t 3-3.000"A (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, iMcwo 1100 Milo 02" 111 17"-Mm SHEET (D WL CARRIAgE DETAIL wake umm ASPJ 112103 asX e4l%UU A EMBLY LAYOUT WE Of BU- 10 ASTU GM o-f OLA% C-I am Sar nom AM 01029 1040'F 980-r AM 0155 IOWLESVR04TH MM%wHM=1 Stu 0a P'' U40 0..LMr HV BLADE SOLID HV WINDOW BLADE DETAILS 'U SRM Won%whmc w I ASTM 633 ' aI. N.T.S. P, TI/ FLORIDA BUILDI High CODE(Non i Veloci ty Hurricane Zone' 02017 TILTECO,INC, 02017 EASTERN METAL SUPPLY,INC. BERTHA HV,-,,, AILIE C 0 KY. a"#1 W/OR W/O H.Y.WNDON RAM Accordion Shutter System A.S.S.A. TILLIT 7 American Shutter Systems REV.N, DISCRIPTIO14 DATE OWN BY, LC. TESTING & ENGINEERING COMPANY Assoclotion, (nc. t OLD 15-085 )7/27/17 DATE, 07/27/17 ONUMM"ApJDA 331V 6355P 5 426B Westroads Drive 2 Peron.:(ZO5)871-153 I ro.; ——DRAWING a, —.01 W'k)—O..Lnqm West Palm Beoch, FL 33407 3 M-DOO",2 4 — 17-107 WALTER A.TILUTI".P.C. P.E. SEAL/SIGNATURE/DATE FLOR104 Lk-f 44167 5 SHEET 6 4 0F 20 A D C G r1• M N 5 T 9 a'!:J i. MANDATOTN CONDInON 11:ONE NV LOCK 6 or @ SHALL BE USED AT 1/2 OF SHATTER SPAN FOR ANY SPAN \1 OR 12"ALIT OR BE`I,OW J.12 OF SHUTTER SPAN FOR SP94S UP TO 105",AND FOR INSTA TIONS j�T ANY ELEVATION, HM LOCK.g or�9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO�ORt CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICA SHUTTER ELEVATION. �✓"�✓"' 2.OPTIONAL CONORION 11:IF BEST O FOR SECURITY PURPOSES, UP TO TWO W tfi d,t2 LOCfKSS q3 ,�OR Qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES IV OR t — i OCATIONSHAI.L BE AS IND BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. OPTION&CONDITIO #2 OM ONLY WHIMI"WITY CONDITION it' IRY CONDITION p8-IIYp V11 N - ���!� �2 IS USE6 Y((�0.,,}jy j OCK51: LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY ° 4""E.l°'"ga0 a+ 4x "'�.5 BE USED tF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS t OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), 4. !1 ONE HV LOCK' ✓, St4V.l BE USED AT CORNER,IC,E'NTERMA R ANY SPAN o o AND INSTALLATIONS ATY"EEVATI6N-+N-LOG� HALL--BE-BSE6 A5"7Q�bUTStOE OR INSIDE LOCK, I ATTACHED TO ,CORNER CENTERMATE Yt/(2) T/40-20 x 1/2`LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS 'CS AT TOP&BO OM SHALL BE USED. LOCATION OF LOCK SHALL,BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Lid wpc�.- MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 3s8: lI1 5 1 t3 339 9 OR Ory ee ONE ALTERNATE HV LOCK 29 MAY 13E USED-IN UEU OF HV LOCK or� FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK¢6 MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT Q t 4_ OF 1/4-0-20.3/4-S.S.THUMBSCREW TO QI OR 0 CENTERMATES SHALL SE MADE W/ 1/4'0-20x3/4" ALUM. RNNUT AS SHOWN ON SECTION FIVE, SHEET B. ONE LOCK SHALL.BE USED AT 1/2 OF SHUTTER SPAN OR W/O It LOCKS AT 1/3 OF SHUTTER SPAN, 6. MANDATORY CONDITION 13 FOR KEYSTONE MOUNTING IR 1 LLAIMNS: ONE HV LOCK 6 or Q3 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 90',AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 23 or 0 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO t1t or @3 SYMMETRICAL.CENTERMATES W/ (2) 1/4"-20 x 1/2"LONG FIAT HEAD S.S. SEE END ^•,y ,�- M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 977 W/ CONNECTtON j`"L5 OR 1,36 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ONV 10 e nSHEa FULL " �J' 'SES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. of CORNER 1.SECOND AtIERNNEE TO MAN-,"' VAUD ONLY FOR W - —'•"""xuhllED xi°°' CENTERMATE &;ONE ALTERNATE HV'T" LOCK tMY BE INSTALLED IN LIEU OF HV LOCKS 0 OR FOR ANY SPAN AND oa cI 6 7 ox 8 DR0.@. INSTALLATION AT ANY ELEVATION.ALTNIAT£LOCK .TAY BE USED AS AN INSIDE OR C SIDE LOCK, ATTACHMENT OF LOCK 5 INCLUDES USING REINFORCING LOCKER. , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE T4•1L�5;w ( aafi 5. a¢ CONNECTED TO CENTERMATES 0 AND W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' �• J WINGNUT OR W/ 1/4'0-20x1' S.S.M.S. INTO A 1/4'Ox 5/8'RNNUL LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 6 +]) oa 6 • TSD" MNOMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS g TOP AND BOTOM IS MANDATORY. @Ewr@ 1`�•�ajond',z;�,9.@D6: *NOTES d LOCKS & C E$MATE:S: 1. Up ( ,L,dD CENTERMAXES Ca! OR t34 WZ 3C11:ONE ALTERNATE HO LOCK '(Di MAYBE USED IN ULU OF TYPICAL HV BLADE SHUTTER ELEVATION HV Lel ANY ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED NTS AS AN INSIDE OR OUTSIDE LOU.ATTACHMENT OF HO LOCK ;TO @ IS W/3 05 x 3/6'F.H,S.SALS..AND INCLUDES REINFORCEMENT INSERTI AS SHOV84 ON SECTIONS H08^ AND NDC-HNC,SHEET 10. LDCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS Z5`IS COMPLETELY OPTIONAL. IHIT J/I///i/Irii�rFLORIDA 1111 Can High Velocity Hurricane ane 111 "\0— ,,......,,•_•/�•��= 02017 TILTECO.INC. 02077 EASTERN METAL SUPPLY, INC. '' BERTHA S� .. -- A S A TSA Accordion Shutter System /7T71 L 7EC707,>Hc. ■ ■ ■ ■ Hv aa)E yT w/OR w/o KV.�nNoarr BLafle 'Ttr r American Shutter Systems Cv.w DtscRtrmow pJTr PRAWN 9 L.C.TILLIT TESTING & ENGINEERING COMPANY Association, Inc, I OLD 15-085 ]7/27 T DATES 47/27/17 6355 Hix.364,.St..St.,305.YIRWrA VADEnS,FLCPXA 331E 4268 LYa9troads Drive : E� `A Phone:(305)971-1530.ro.:(3D5)871-1"1 4265 No � 11 .­%£9`10008719.csfm West Polm peach. FL 33407 17—i 07 /ANAL LN,,111 WALTER A.T@,R Jr.P.E. FLORIDA Lb.t 44167 5 SHEET P.E. SEAL jS1Glr{fURE/DATE s 5 OF 20 4NCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE OLDCTC POURED CONCRETE SHEET 13 REQUIRED 1/4'0-20x3 4'S.S. CONCRETE REQUIRED ) CONCRETE ANCHORS MACHINE SC£W5 REQUIRED ,_(SEE SCHEDULE ON W/ 1/4'-20 .._. .CONCRETE ANCHORS - )7 )8 A ctYStOVE(EEE U=NWiO®ON SHEET 7) SHEET 13) NUTS O 12"D.C. (SEE SCHEDULE ON SHEET 13) I" 1' /"� .' MIM. .1/4'0-20x3/4'S.S. ,'. Min, 12 oR 14) "I - t... E4 USING 11 SCREWS rtr EO EO { uslNc i/4'-zo NUTS � J 19 0 ar ac. i 2^ E.0.• t 2 .250'max. TCVZS 5 _ 3 an i SE.D.' 50 Mnx_ ` MoEOPTIO . 'LOPTIONALMIN.SEPARATION TO GLA55EXISTINGEXISTING ) gy)}yi MIN.SEPARATION TG{/LS$—'�_J(SEE SChEOUIE ON 5HEET IGLASS—i - (SEE SCHEDULE ON XISTING iH GLA" f C HV WALL EH ADER INSTALLATION HV WALL HEAD S 8� HV WALL HEADER INSTALLATION + KEYSTONE EXISTING ) UW.SEPARATION TO CLASS ! (SEE SCHEDULE ON SHEET II) { V" ,CLAS wt�'''' IIOH 1 OR 1 I I --•--t1� EXISTINGIAN.SEPARATION TO CLASS GLASS`(SEE SCHEDULE ON SHEET i 1j% tron01 S1HD.T i9 Ttli J i t 1 }{EXCLAS OPTIOttAt ! CUSS--� ' e;a.. ll: GOPTIONAL 1/4'Max. - - . E 0�• �r ldan )3 OR 15 E.D.•;. ! i .� .O.� ' - ! r I i i 1/2. _ )9 I"..t E0 13 OR / 1- 12 oR 4 I r----' i/4'a-zox3/a'S.S. `MI"~ EQ PHILLIPS TRUSS HEAD ! CONCRETE ANCHORS 1/4'0-20r3Ja'S.S.PH}WPS F V:�/�18 MACHINE SCREWS USING w-= -i I_TRUSS HEAD MACHINE SCREWS ' —CONCRETE ANCHORS �-f t' 1/4'-20 NUTS Q 12-O.C. Y ^^(SEE SCHEDULE ON V1/ //4"-20 NUTS 0 12"O.C. (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEEP 13j POURED CONCRETE J OR CONCRETE BLOCK CONCRETE BLOCK t— REQUIRED 1iCRETE ANCtt0R5 w REQUIRED HY WALL SILL INSTALLATION (SEE SCHEDULE ON F�HV WALL SILL INSTALLATION RED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION t=-CTE FOR CQMRHNATIOti DF s}dTID ts. --- INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTER •E.O. EOCE DISTANCE ♦ SEE L1@�;�}1iONS OF USE FOR HV BLADE ASSEMBLY (SEE SPECIFICATIONS ON'SHEET 13) BLADE ti7�SHEET 1S 2-MOU14TINO SECTIONS.CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. !N! » �f Id tk A.T!/ '� FLORIDA BUILDING CODE(Non High Velocity Hurricane ZOnB, I1 � 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. \S sfi' y ERTHW_HVTM A S S A Accordion Shutter System MEG Q 1 m c, N.V. !:LADE#1 W/OR W/O N.V.WN M RAM / Q TICCIT TESTING k ENGINEERING COMPANY American Shutter SysfemB qCv.N OtstalPno}} DATE DRAWN sr: L.C. 6355 N.w.28u.St,St.305.VIROKA OAROCK FtORDA 33161Association, Inc. } OLD 15-485 7/27} LatE: o7J2?f)� -�-- PIT—;(305)071-1530. rax;(305)071-1531 4268 tiYeStroods Drive z DRAWING No G Ftl e- 0z tut.00."_ West PQim Beoch, FL 33407 3 s70NAL E??,,,H ES-0005719 4 17-107 wlLL,1ER A.TILLIT Jr.P.E. ET P.E. SEAL/SIGNATURE/DATE �° D`'° d 44167 6 SNB OF 20 I CONCRETE ANCHORS "RED yN ! 10 ,e}4 f ' yN, Apt CONCRETE (SEE SCHEDULE ON SHEET 13) ) 10 mm(SAI f ,t OR `L7' EXISTING I i 1D CLASS REQUIRED 80fALl YaR� GLASS .s{ " aY +.-.—.-'-r---"-.- EDGE OF YaR �j (^'- ,r IF sa3s T9 I ""io'tpaA'WssrnR I 7 E p.4, f APPU EXIST S� DL/aE5(D k Q7,) `v.. r m „„ �`✓ .. 1 ALTERNATE ifEXISTINGi II I.1ICNOR I t 1 CS� t , LOCATION 410x3/4'HEX WASHER HEAD i{ ' t{ OR ORU5 3/8 uR1 TEK SCREWS O 12`O.C. It ' EDGE OF j a V. urv. CONCRETE ANCHORS8 IAB IF i ] y (SEE SCHEDULE ON SHEET 13) 4. Eq �, EO ' ' APPLICABLE i i •' 'ir , i EDGE OF I - IO,. EXISTING EDGE DF-°--{• f j'� •r r r` SttP 7F SLAB IF i i� r i j2 7 EDGE OF APPLICABLE ' APPLICABLE SLAB IF " yIt SPA'L3Oa+ E 0 .E,0 r ,t APPLICABLE P REO x POURED FLA7 HEAD CONCRETE ANCHORS i To also{sLs Oil. t POURED' •_.� ./ CO RETE Q ROS (SEE SCHEDULE ON SHEET 54) L L�{'OR is Fail. T O t R LURED FLAT HEAD CONCRETE ANCHORS CONCRETE t31iE51TYd1� I REQUIRED D, E.D,• (SEE SCHEDULE ON SHEET 14) 11 TRENCH iNSTA �..�1TION D ONLY FOR UP TO +70, -75 PSF A,S-D. a' �� FLOOR INSTALLATION HV WALK-OVER AIJINSTALLATION DESIGN PRESSURE RATING& FOR SPANS PER (0 HV CEILING INSTALLATION SCHEDULE#3, SHEET tT �. CONCRETE ANCHORS IXISia7G F•— --•n OtAu—+t " ,5 y w wASAOw f 1 r /� SEE SCHEDULE ON "�- ---(� 1' '--,--- 10— —« �I L'J �_'__ l SHEET 15) 1/4'a Rww ERALM TAPOON W/ C. :qac.H1 I { ami Si r iq g ' t ' EXISTING . ._,,. `. TLO/ot�LaCv OA t 4.0 Aa4 M 1 EXISTING"•� C GLASS-- f V FASiDiM TAFPER4. SORS W/ I 1/{' EXISTING ua,SD,,,Mn I cods __ _/'� GLASS---1 a GLASS ^-{lfit""S'E CN Mal,1T, r i --' �!l vx.RrnumM fa awSs 1 3/4'Wt WEMU04'O 5• um. G t r t (1A t:A a, .17 ' acG OR UP TO W-0'SPAN/tai '.0 C.FOO SPAP43 LARCER TWN '1 ' 'f 1" t q* JJJ i 6-0•At TO F&YAK A`YLY //••�� 1 i i C r'/ ' ) ) SIAUWT At EKR(fA5RNFR NTON •'—C?' 1 1 7j DR (7 51 i i i 1 J IA X.WASHE-/R4 HES (T' I{`�1E NDTE t 'S + MAX. v ;DtT ttll, TDR NalATgrb 3j8 S-T TEK SCREWS CONT.SFA'1ttT a 12'O.C. �7 s 14x SCREWS Hex HEAD ° t �I-S-.Tm f 7EK SCREWS O 9'O.C, ' CONCRETE ANCHORS - -- ti .J 3/t �TsY31+'S-Ds. { --- i i i i J{• i/ro-10=3/4• Nus OR SfPO-20 SS.lL.S. i (SEE SCHEDULE ON I t -�- a 9'O. C. ;„ 'U3a:c i/Ye-70 NU15 I4 q 12'O.C. W/NUT O 9.O.C. " (1/2 ' E SHEET �EXISIR4 NON SIRUCTUPAL i'J 0R)$ 1 2.00'LAIN- WALL TRW(DECORATIVE 1, I EDGE OF E.D. Sgt) S1AR IF ���i4x3/4'F.H.SZ.S. LAIN. 7/8' i APPLICABLE 4 L.,.J,= O 9"O.C. r _POURED CONCAEIE ✓ CONCRETE ANCHORS SEE NOTE 13(0) RECO'Rt'D �✓ E O. POURED CONC (SEE SCHEDULE ON ON SHEET I - NOTE 13(0) OR CONCRETE OCK SHEET 14) POURED CONCRETE ON SHEET 1 ' { OR CONCRETE BLOCK REOUIRED PTIOtW. POURED r Q KEYSTONE0 fl1NNTTiINGRL a INSTALLATION CONCRETE l'_`./ QO •V'-�• L HV WALL WALK—OVER INSTALLATION ,rAioY„y sftu4-72 PSI nut sru,W-6' REQUIRED INGLIARD INSTALLATION t NOTE FOR 1 ♦ RREETMAQY BLE WHEN PERFORMED E.0. EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT SEE LIMITATIONS Or USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON 51iEEf IJ) OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATION DETAILS Wj HV BLADE ASSEMBLY SECTIONS CAN L'NEO IN ANY WAY ST�NSTALLATIOI�'IE A- FLORDA BUILDING CODE(Non Nigh Velocity Hurricane Ione; 1� ............ 42017 TILTECO,INC, Q2017 EASTERN METAL SUPPLY, INC. � l �9 _ _ BERTHA H T1i�— Q A S Accordion.Shutter System * I L E C O I tiV, 6LPDEt W/0R W/O tLY.NSNO(71l�RAM American Shutter Systems t �+ TILLIT TESTING & ENGINEERING COMPANY Y H DCSlAPT10H DATE DRAWN Br. LC 4 1a` tAssociation, Inc. I OLD 15-065a7/27/17WT£: 07/27 i7 . /� P•,,' v 1 al5u tt.W,35ur-St.$ir.305,HFGvaa WAODiS,FtDROA 3316E t ( ph—:(305)071-1630.Fox:(3n)871-1531 4268 Westroods Drive 2 DRAWING No _ t --:h VII.-G.W-COm West Palm Beach, FL 33407 3 17—�O7 EB-0006719 4 WALTCR A."LUT"'. P.C- MOR+CA Lk./4167 3 SHEET P.E. SEAL/SIGNATURE/DATE 1 7 OF 20 i ' - ALTERNATE INST T O " " LOCK H "I" L099S CENTERMATES 8 9 LOC E S 1 BLADE SEE END CONNECTION DETAILS ON SHEETS 10 k 19 INSTALLATION l f 1 HV BLADE auTIN a s T« /' `"AssAjx m ���„�r.ITSq.aH SET 1N/ HD CENTERMATES OL 'l'Y Q O As WELL As UNI4ERSt TT.OAnNO Bu yy OETNL N00-Nv0. VIDWED ON iFN9 STffET,LLSY tK USED WlTtl TrL6 ALYERNA ,t^z, ,c^� OETANL MQ 0AW IN TWS Aim. SEE END WALL CONNECTION R-0:0-0- 0@a®.�+41Q.®" DETAILS N SHEETS 10 A 18 N a` T ca cafe i 3 - 3 # t a' I I (OP1IatO1) --------- 4* (arnofuL! L — - - --3 ---------_-_------- ———— ----- -=--- (4)1Tu.flYSWS,TTTtTtM i 110/4-SU,01i. # ----- - - --- QAZ AT MH MOLL(M) 30 HV "T" IN (4)N.v, IN (4)NPutI 3 LLR�s raw, a 5 LOCK (INSIDE) 1Vyp') r rt4. -ixrn{EYP.)' Nea A.aN sNar 0 1 �.1r 1 2 29 1 1Q 1 a a 5 —QNv— I OUT31 DR 32 r gg 3oR 32 31 oR 32 31 oR 32 * 3 � 2 1/4" 0-20 x 1 1/2" S.S.M.S. lel 5# (DPnONAL) *SEE NOSE s TOR tRt tOCI(l:%. W/ 7/8"0 x 3/32" WINGNUT. taPRo j),HDR-HV,8 Do Of] NDC-HVC 3�O HY '•T" LOCK (OUTSIDE) � SYMMETRIC�gL HD C17,NTERMATES SYMMETRICAL IID GENTERMAFES �G* WJ • 1.4C}C (EXTERIOR) W/..-R1' LOCK (INTERIOR) 't'sows 9ua ttOwtnw (1024-73 AU"1ARCE TUNCE DWI 1 ^"®p©•L�A'y!�°_'V 10'�°' SHEET MMER1.PANT/0920. UO-0-0. AS UANUEAMPM BY AV00.CHERRY TEAORtN,PARSFParY,NM JERSEY ©•O.®yQAQ.�,. 07054 OR Com- •�p®.®ae®.�ao 3 O ' SEE NQU5 ON LOCKING ROOS(D A,D 0 IOC-5 ON 4411 5 t—vmi.no-1.0 fir}`Ot1A2 hO0-04 a \\ VAO FOR ALL CENTEFJARS ABPNFJ.TIOtIS MOI RUDE 0 HDD-HVD*s )ttA�sari.,,.,,� FLOATING STACK I11) r A A r FLORIDA BIALDINIa CODE Non High Velocity Hurricone Zone 1 01017 TILTE40,INC. 02017 EASTERN METAL SUPPLY, INC. ............ .. BERTHA HV I. /�L AAccordion Shutter System H.V.BLADE#i W/OR W/0 H.V.WINDOW BLADE TICCIT TESTING k ENGINEERING COMPANY American ShuNer Systems r,N OESCRIPT104 OAT[ GRAM!BY: LC L?"••. 2'Q ti Association Inc. { OLD 15-085 7/27I1DUE: t)TJ27jt7 .,. �((t \t 0355 U.K.Mft SL.Set.305.YfRVIAA CARMIS.FLOROk 331 Phone a(305)871-1530,ra.:(JOS)B71-1531 4268 Westroods Drive 2 DRAWING No / A•""'••��Cj\ 1!1 "-ma3:Wt..o w.com West Palm Beach, FL 33407 a '_ANAL 11I EB-0005719 17-107 • •--'•,•/IAJI FIrFT WALTER A,IILUT Jr.F.E. 4 ° 8 P.E. SEAL/SIGNATURE/DATE <+1sT a SHEET OF 20 POURED CONCRETE POURED CONCRETE _-POURED CONCRETE POURED CONCRETE OR �-•-4 ', / OR CONCRETE ,�„� OR CONCRETE / OR CONCRETE ` RCONCRETE EQUIRED BLOCK WALL - ; BLOCK WALL REQUIRED ��( ••.� BLOCK WALL REgURED �� BLOCK WALL REOUIREd (. EXISTING GLASS . 1 EXISIING GLASS t, Exl57tNG GLASS ��CONCRETE ANCHOR' EXISTING GLASS �,..� i - I '�..,,• 2"MiN. J _ / r Q 18"O.C. _ _ S 1 MN.5EPARATICt! It - rte"~ j- 111 2' MtN...' ) - TO GLASS(SEEVOLSEPAR1 O.N.Ef75ARATia3 SCHEDULE ON SHEET { - 0 ( C I 1! IAN.SEPARATION .. co Eq TO GLASS(SEE iii - 11 FOR BLADE a)Aw SCHEDULE ON SHEET I TO GLASS(SEE SCHEDUIE ON SHEET 1/16'x3"MAX ON r14.ET 14 FOR NJO 7 .r :1:FEOlLE al SHEET 111..' tt FOR B1ADE(DAND (6063- NT. �� i 1/2` 10NF EET 19 AN; ON SHEET is FOR M.CLOSER � t � BLAus(')j h ERN R SIDE t.7 LOCATE AT mAsEsQ&Q AT ERH OF5 E +1•USE 1"OR 2"TMX. MIN. ` I ' 'T0i1/2"S.M.S. I , ..--__ -•'' (AS APPLIGAEILE)x2"x1/a'xo `10xi�6SO.C,._J :'`? O 16"O.C. ` _ ALUMINUM CUP AN { ^- 4�r J (6063-T6 ALLOY)AT MIDHFJGHT- .{ 1 f ..�"I (1)81Dy1/2'S.M.S.TO13 & , D 4,13 j (2)1/4'0 TAPCONS ANCHORS TO If �,••+ WALL AT 1"O.O. (LOCATE AT T1— { SEE OErat x F �fo R (�' EITHER SIDE OF(4)) 1Q OR �• SIDE Co. ECT1 N i (�• SEE DETAIL X FOROR �{ • TO TRAC SIDE CONNECTION 1 OR `•� I rr++�� 6 SEE DETA14 X FO A a a$+ 7 a B Ip•®w f0 TRACKS a a 6 ?a$ ! . a `Llwd'�'"©nAD•Qw SIDE CONNECTION 'l.7tw©•Ow® 10•�w e�, �r2, C� ,fey t0 �w,C�'�a•�11`S�72,w TO TRACKS ipP�w®•�a©.®a rr1�0•®a®•�aGt�:J• w L p•,�a6.�a©+� ©•lC/'+LJ°"®'t:!•L9'°4 $•�7 •�aU6•�7 •�� V•O7 •QwQ•V` ' ®•Jj 'r�,�01,4(4^^�1�•L//��:�yJ'(��,°i /�/��•,�}°'�•,(���'"®/ •�w ,�1, �•�a,c�1.®aO.,F#w ®• ®•®d®•dJ u ®•®1e�.y`l,S�wl:J•Y'J w V•�a�•'+,%A°' •®wp•C7 Sp•�a�•�a 1�•�w�+� ®,tea®.®a�• �• ®•®w®.�w�•�wp• END CONNECTION DETAIL END CONNECTION DETAIL 4 END CONNECTION DETAIL I END CONNECTION DETAIL 2 i REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" P ONCRE7E OR EXISTING --Z-EXISTING CLASS CONCRETE.BLOCK WALL �'-'" GLASS REQUIRED I , MIN.SEPARATia1 ,' 14x1/z"S.MS:- - '.,� -- -- To I(E @ 16`D.C. ""`-tNt AR4TDCN V � 3� _ r __ -- (00A®ORQOR 1/F ©a1D CONCRETE 1/2•MIN. 4~„/ ON SHEET i ANCHOR 9 �* 11 RAM(DHdD .- L ___________� ' StADES a) Qyi 12' ON Slim 18 FOR 4 ' - -- _ _ 1 OR OR 1 OR 1 C ANCHOR - .EQ BLADESa)& 'Q --"�' OR(q O 1C (- Ed �OR®OROOR 2'MIN. 2"MIN. .� SEE uIxTATiONs OF USE FOR T BLADE 10.04 SHEET 1S 1�dR�OR TOR 1OR� VIEW 5 1 OR Q�` — PLAN DETAIL 1 OR ®` aqua©•�a®n 1p.�a POURED CONCRETE OR ®w0•Ua °•�.•� � 1ow�•�•d•�w END (Ns�'.�. A�1� CONCRETE BLOCK WALL f Ip.e 02 $ REQUIRED •,®},wQ•p•�w 1 FIV BLADE OR HV WINDOW BLADE 1 IqTTO_ �•�a�.Q4�•�;wO. 8 a CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q•®w® iJa .Q�3�py' , 0 @ w FLORIDA BUILDING CODE Non High Velocity Hurricane tone' ,11\Q` ••... 02017 TLLTEC No 2017 EASTERN METAL SUPPLY,INC. 1 ` '� ttttttt�.t. ■ ■ ■�■ TIy TATE C O INC. Accordion Shutter System DLV.MADE#1 W/OR Wf0 M.Y.WINDOW MADE -a'•�",�,,,�,Jj`� i American Shutter Systems icy. DtscnlrnDH aAu ORAPII 0r: Lc. f]Y, �AYYt'(,1)✓ : TILUT TESTING & ENGINEERING COMPANY :'4 Association, Inc. 1 QLD 15-085 7/27/1 DATE: D7/27/17 �'' •• 1C • 'LiA \y b155 tt.W.78th.54.Ste.)0.1,NxLiA14 G4pttEtt$,itCFAA 3}tb W0 ••�1 RhOno: 5)671-1530.Fox s(3053671-1531 4288 Westroods .Drive z DRAWING No 1T1 o-mfb tutwm0o•L- West Palm Beach, FL 33407 3 ER-DDDb7,s 17-107 WALTER A MUT Jr.P.E. •.,,rAA"' FLOW4 U.1 44167 5 SHEET P.E, SERI/SIGNATURE/DATE 6 to OF 20 I I • SCHEDULE 41 SCHEDULE 42 SCHEDULE 93 MAXIMUM SHUTTER SONS or L+ o R "Lor INSTAOR -CNS AXIMUM SHUTTER (f SPAN* "L+" R IMUM%-` SHUTTER 5P�*S „W_1a,IAZION tEQ= =NOTES, ((l}, FOR INSTALLATIONS Wj OR "t-" (ft.) FOR R "L-" (ft.) INSTALLATIONS ..._ offs MATES. 0 & @ or or / W SYf„METRlCAL EIv RM CONCRETE& W ONE H.V. LOCK 0 �'�-s'— tY000 PO TIV MAXIMUM M SIGN PRESSURE SPAN FOR A GIVEN / ® S+EhII£E & W/ ONE HV LOCKS MANSORY L-: MO AS.D. DESIGN PRESSURE GAV1N0. HO LOCK (9 W/ NO LOCKING RODS or ONE HV LOCK or Ml_� Oft W/ NO LOCKING WALL A, B, C, D, E. M. N. 0, P, 0, MAX, ICNALLPASS SPAN TIN A GNET3 NEGATIVE CENTERMAT@ 280 29 Wj ONE W/ NO LOCKING RODS ODS MOUNTING F, K & L R. S. & V. A.S.O.ASDESIGN PRESSURE RATING. "T" LOCK 30 MI/TWO LOIQNG (SEE NOTES t-") (VALID FOR M0UTAIHG f (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR Q RODS 35 NTOP GG&+BOTTOM EE SHEET 7} FLOOR/CEILING G, H. 1, 11, J T. U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/COLING: CONCH &Y00 INSTALLATIONS 0 ummum CONCRETE&WOOD CONCRETE MOUNTING & M t'x10°wu AS.D.Doul IN i A ASA, UU INSTALLATIONS GIVEIJ A POSITIVE A.S.D. DESIGN PRESSURE RATING, " FA Daor PRESSURC WALL MOW4ING PRESSURE DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. FRf55URE WALL MOUNTING FLOaR/CESUNq RAING & Rxr.D FLOORICOUNG U0'Jt4TING P.arwD GIVEN A ATIVE A.S.O. SIGN PRESSURE RATIN G,MOUNW4G (IwuJ FLORICOUNG MOUNTING �I) 0R DETRMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. OR CN-) +DR FLOOR/WALL UOUNTWO t L tN L-°iD) L+ ( L-(N L+ (it) L-(n) L. (A) L-tN (} FbWMUM SHUTTER SPA14 L+•OR*L-'FOR 30 OR LES 16'-0' 16'-0' 18'-0` 18'-0' 34 76'-0' t6'-0' 3tl t6'-0' 76'-0' INSTALLATIONS INTO WOOD SHALL BE UMOED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10^ 14'-10' i5`_2' 18'=0` 35 14'-10 ib'-10" 35 15`-2' 16'-10' 105 PST.R.S.D. DESIGN PRESSURE RATING. MINIMUMCETERtMINED SPAN BETWEEN "L+'AND•L;". 40 13'-ID` 13'-10" 14'-2' 15'-2' 40 13'-IW t3'-10" 40 l4'-2' t5'-2' (3) PROCEDURE TO DETERMINE!MAXIMUM SPAN FOR 45 13"-1• 13'-1' 13'-4' 14'-3' 45 13'-1" 13'-1' 45 13'-4' 14'-3' t W CORNER CENTERM. TE))3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 54 12' S 72'-5' 12'-8' 13'_7^ 50 12"-5" 12'-5' 50 12'-3• 13'-1' MOUNTINd INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/COUNG MOUNTINGS: 55 it'-f0' 11'_10' 12'^1• 12'-11` F];7 11'-10• I1'-to` 55 i1"-1• 11'_11" SHALL BE AS INDICATED ON MANDATORY CONORION �2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 71"-4 Tt'-4' t1'-T t2'-4" 71'-4' ii'-4' 80 10•-2• 10'-1 i' NOTE 05,SHEET 5. RATING: 65 10'-t0• 107-10' t1'-ti" 11'-1 t' 10'-10' 101-10' 65 9'-5' f0'-1" DETERMINE: 70 10-10 70'-fr' 10'=9' I1'-5" i0'-fi' 10'-6• 70 8'-9' 9-4' Lt+- MAX.SPAN FOR WALL MOUNTING INSTALLAAONS. 75 8'-9' N+= AX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 10-1• 10-1' 10'-4" 11'^I" 10'-t• 10'-1" tt EXCEPT THAT Lmmw 54UTTER 80 W-10' 9'-IW 10'-0" to'-9' 9'-to• 9"-10" SPAR'L+"OR'L-'AND MAXIMUM AS.D.DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 0'-6' 9'-$' 9'-9" 10'-5" 0-$ 9-6PRESSURE RATING FOR INSTALLATIONS INTO CONCRETERATING: 90 9'-3" 9'-3' 9'-5' 7Q'-1' W-3' 9'-Y OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS'. DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Li-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 8'-9' 9'_2' 9-10• 95 9'-0' 6-9' LIMITED TO +64,-72 D.S.C.AND 8'-D' SPAN. SEE 1.2—MAX, SPAN FOR rLOOR/CEILING MOUNTING 100 B'_9' 8'-4' 9'-0" 8'-7• 100 B'-9' W-4 MOUNTING Q ON SHEET 7. INSTALLATIONS. "7=""' 8-9" W-4• 105 6-7 - 110 8'-4 7'-7' 8'-7' 9•-2' 110 8'-4" 7'-7' FINAL MAXIMUM ALLOWABLE SPAN I$ EQUAL TO THE 7'-3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN '11+: %2+%*Li-'AND`L2- 120 8'-0' 6'-11" 8'-2" 8'-9' 120 W-0' 6'-11" (4) Go TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10• 6'-8' W-0' 8'-5' 125 7'-10• 6'-8' ALLOWABLE SPAN AND NEGATIVE AS.O.DESIGN 130 7'-8' RV-2- 7'-10" 8'-1' 130 7'-B• 6'-5' MINIMUM PRESSURE RATING TO OETERIMWE MAXIMUM ANCHOR 135 7'-7- 7'-9' 7'-9' 33s 7'-7' S-2" WiND ZONE SPACING. 140 r-5• T_7V-6' 140 7-5- 5'-11' ASTM E-1996SEPA^RATIO�•.N 145 7'-3' 7'-S' 7'-3' 145 7'-3" 5' ' TO `7LACJ3150 7'-2' 7'-4' 7'-0' 150 7'-2' W-7155 T-o' 7'-2- V-9- 155 7'-0' S-5 1 THRU 3160 V-11' 7'-1' 6'-7• 160 8'-It" 5'-2'165 b•-1o' T-0' 6'-4' 165 6'-10' 5'-i' 170 6'-9' 4'-11• 6'-it' 6'-2" 170 W-9' 4'-1t" 175 6'-7' 4'-B' F. 6'-0' 1 175 V-7' 4'-9- 1$0 6'_g <' g• 6'-$ 5-f0' 180 b" 8' 4'-$' `�- H V B LA D E 185 8'_5• 4'-6" 6'-7' S'-8" 185 6'-5" 4'-6^ 190 W-4' 4'-5^ 6'-$` 5'-6• 190 6"-4' 4'-5" 195 6'-3' 4'-3' 6'-5' S'-5" 195 6'-3' 4•-3' 200 6'-2` 4`-2' W-4" W-31 200 '6"-2` 4_2'rI it�.I 245 6'-1" 4'-1- s'-3• 5'-r zos s'-1 rM FLORIDA BUILDING CODE(Non High Velocity Hurricane tone t` L` 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. A's1P.• ,EtVs� :`413ENTHAV 1 A ., ■A Accordion Shutter System � �. I `* � G c V M c. ■ ■ ■ RV. BLADE#1 Wj OR W/O H.V.WINDOW BLADE �,/ American Shutter Systems LV.N DATE E DRAWN BY:MAY.&G. woo ot: k TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I, OLD 15-085 ?J27J1DALE: 07/27/17 SL.SI..395•iRRONA wDa's.FtC,CssD�.1314 tif-•Y; ,�e•Y�+-"ye�I-•1A Phpno:(]OS)671-15]0,Poi (3o5)B21-1571 4268 Westroad9 Drive x DRAWING No ,,,,,• �� 1d+ -.3: 11.00-Lc0. West Palm Beoctl, FL 33407 3 17-107 V 1 ,II' WALtER A TILUT Jr.RF 4 P.E... SEAlfS1Gt�A URE DATE noRZA U-_(I 44167 s SHEET s 11 OF 20 I ' I ' Yi' ' �kGHOR* SPACING fin.] SCHEDULE FOR A GNEN AIAK SHUTTER SPAN. A-S.D p IGN NE1M Ttt7F PRESSURE RA71NG ANDA,CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGEND POURED CONCRETE EE mom",$,c,q,v+o 011 7"M 6 POURED CONCRM CONCRETE BLOCK TAPCON OR (A)WALL HEAD MOUHIING A WALL.HF/djl MOUNDNC WALL t1EADEli At0UN77NG 0 WALL SILL OUNDNC 0 WALL SILL OUNRNG C& WALL HEADER/SILL TAPCON WITH ADVANCED C� W/ Wf MOUNTING THREADFORM TECHNOLOGY (ft) ASO.gfSrA NIME PRESS=RUNG ASa GF9Ct1 gE41i8E F R4ttM. AS0.1X9G1 NEGtthE PfiCSAR' E P.AIt40_(�f ASA.DE9Ci NEGIIT,E INR+O ASB.OtSCtI NEW.E FRESM RMW4 ASA OM 1:WK FAES W aATnt;. ALL POINTS SOLID-SET 30146160175 90 120 160 205 30 40 60 75 90 120 160 205 30 4Q 80 75 80 720 Ia0 2IO5 3D 40 60 7S $0 120 I 6oAIV 205 30 40. 60 73 60112011601205 Sq 40 64 75 90 t20 Ia0 205 BLUE TAP 14 72 ttl 9 8 a 6 6 14 Z t0 8 a 11 6 6 14 12 10 9 8 8 6 6 14 12 t0 9 8 8 6 - 14 12 10 9 8 0 6 3.5 a 8 8 8 A 8 7 56 3•-04 14 12 10 9 a a 6 6 i4 72 10 9 6 a 6 6 14 12. t0 9 a 8 6 6 IA 12 14 0 6 e 6 6 14 12 t0 $ 8 9 8 6 a a a a d a a a TAPPER+ OR 14 12 10 9 d 8 6 5 14 12 f0 0 0 6 6 6 14 t2 t0 9 e 8 6 6 14 12 t0 9 B a 6 a t4 12 10 9 8 a 6 s d a a s a 8 a as 14 1 10 9 0 8 6 6 14 t2 /0 9 8 0 8 5 14 12 tq 9 8 B a 6 74 12 10 a 8 8 5 14 l2 10 9 8 8 $ 6 $ 8 8 0 8 8 9 7 14 1Z 10 9 8 8 B 4 ti 12 10 0 a 8 6 6 14 12 10 9 8 e 6 6 14 12 10 9 6 7 - ^ 14 12 10 9 a 7 I5 - 8 a a a a 7 5.5 4 4,-0, 14 12 14 9 a a 6 1 la 12 f0 B 8 B 6 6 14 12 IO 9 0 a 6 8 /{ 12 10 ,9 6 8 53 ^ 14 12 10 0 8 8 6 6 a a 8 8 6 B B B 14 12 10 9 B e 43 - 14 12 fA 9 8 a 6 4 14 12 t0 fl 0 d 6 8 ti !2 10 0 b a - - is 12 70 9 @ 8 8 - 8 6 $ 8 9 8 6.$ 5 14 r2 10 0 B 8 a J is 12 t0 9 8 8 0 & 14 12 10 0 8 ,8 6 6 14 12 10 0 8 8 = - 14 12 f0 9 8 a 6 a 8 a a a B 7as li 72 70 9 a b 43 - fa 12 10 0 8 8 6 3,5 14 12 t0 0" S B 6 6 14 12 10 9 73 - - 14 72 t0 9 73 5.5 - a a 6 8 7.5 55 4 J * SEE ANCHOR 14 12 10 9 8 6 43 - 11 12 10 9 9 g 4 35 14 12 10 9 8 8 s 6 14 12 AO 9 B 7 - - 14 12' 10 9 8 B 6 = 9 8 8 8 8 7 8 8 SPECIFICATIONS 1 4 12 10 9 @ SS - - tl 12 't0 9 0 8 45 - 14 12. 10 9 8 a 6 5 14 12 10 9 8 3 - - 14 12 10 9 a 7 - a 8 a a B 7 5 4 14 r2 f0 9 6 8 4 - 14 12 79 @ $ 8 $ S.s t4 12. i0 8' 8 S e 0 14 12 16 0 B - = 14 SZ r0 9 8 7.5 - 9 B 8 a a 7.5 S.S 4 ON SHEET 13 14 12 10 9 8 5.5 3 - 14 12 10 9 8..8-461- 14 12 10 9 8 8 6 6 14 12 95 7.5 4 - - 14 12 93 7.5 6.5 - 8 8 B 7.5 6.5 4,5 3.5 - 6"^0' /4 12 70 9 8 &5 - - tt i2 10 9 8 6 4. - t{ 12 ttl 9 8 8 6 $ 11 i2 10 9 8 4 - 14 12 10 9 8 $ 8 8 8 8 8 a 7.s 14 12 10 9 a J - 14 12 10 9 e - - 14 12 10 9 8 8 5.5 3.5 14 12 10 9 4.5 - - 14 12 10 9 7 - B B B 0 75 53 4 3 14 52 70 9 8 5 14 72 iD 9 8 8 4 - 74 12 t0 0 $ a 6 &5 1 12 f0 9 5 - - - 14 12 10 9 6 43 - - 6 a 8 $ $ 6 43 I. 12 10 9 8 4 - - 14 )2 10 9 a 65 3 - 14 12 10 9 6 8 6 - 14 12 0 4.5 - - - - 14 12 8 0,5 5.5 - - _ g It8 63 5.5 4 3 - 7'-O- 14 12 10 0 B 4 - 14 12 10 9 8 6.5 3 - 14 12 10 9. a 8 6 - f4 l2 10 9 6 - - 14 12 10 9 @ 7 a 8 a a 8 8 7.5 6 74 t2 r0 9 43 - = t{ 12 10 9 .8 a - 14 t2 10 9 6 7 4 - 14 12 10 5.5 - - - - 14 12 10- 0 6.5 - - B 8 8 8 6.5 5 3.5 - 14 72 10 9 75 75 - - 74 12 1a 9 6 6 ^ 14 12 10 8 B 8 6 - 14 12 t0 a - - - - 14 92 !O &5 7 - - - 8 e 8 d 7 5 4 14 12 10 9 53 3 - 14 12 10 9 8 4,5 - - 14 !2 10 9 8 8 - - 14 It 7 - - - - 14. 11 7 5.5 3.5 - - 8 a 7 5.5 4.5 3.5 - - 8,-0- H t2 10 9 _S-s - - 14 12 .10 9 9 4.5 - - 14 12 1q 9 8 8 - 14 12 10 7 4 _ - - 14 12 f0 9 8 3 = 8 6 8 a 8 7.5 7 { ♦SEE LIMITATIONS OF USE FOR 14 12 10 5.5 3 - - t4 12 t0 9 a - - 14 f2 10 9 a S.5 - - .14 12 &S 3 - 14 12 &5 7 4 a a B 7 5.5 4 3 - BLADE to ON SHEET 19 74 f2 10 9 S - 14 12 I0 9 8 4 - - t4 12 10 9 8 8 - 14 12 93 - - - - 14 12 9.5 7.5 4.6 - - 8 a 8 7.5 6 4.5 - 14 12 10 6.8 ,.5 - - 14 17 1 9 7.5 - - 14 12 tq e 0 - - 13 03 4 - - - - 13 9.5 6.5 5 - - - 8 0 6.5 5 4 3 - a,-0, 11 12 10 63 4 - - - 14 12 10 9 7.5 - - - 14 72 t0 9 8 - - - 14 12 10 5 - 14 t2 10 9 5.5 - - a 8 8 8 8 63 6 3 14 !2 &5 t - is 12 10 9 1.5 - - - 14 12 10 0 73 - - la 11.5 M5 - - - •^ 14 11.5 73 6 - - - 8 6 73 6 5 4 14 12 10 6 4 - 14 12 10 9 7 - - i{ 12 10 9 8 - - 14 12 5. - - - 14 12 $ 63 - - a 8 8 6.$5.5 4 - 14 12 9.5 5 S.S - - - 14 12 10 9 5.5 - - 14 12 f0 9 9 - - I1.5 83 - - - - 17.5 8.5 $, - - - 6 a - 10"-0' 14 12 9.5 5 3.5 - - - 94 12 10 9 5.9 - - - 14 12 t0 9 B - - - N 12 7 - - - - 14 12 10 75 5 - - 0 8 8 6 8 7.5 4.5 - 14 12 5.5 3 - it 12 10 8 3 - - - 74 12 10 9 8 - - - 14 74.5 3 - - - = ti 703 7 35 - - 8 8 7 SS 4.5 3.5 /4 12 9 4,5 3 - 14 12 10 9 5 - - 14 12 10 9 8 - 14 11 - - - 14 11 7.5 - - - - a a 7.5 6 5 - - 14 i2 - - 74 12 44 - - - 14 12 iq - - - Q.5 e - - _ - - I0.5 6 $ 8 8 $ 4 35 - 14 - - 14 12 10 - - 14 12 10 - - - - 14 12 5 - - - to 12 10 - - - - $ B 8 e 8 7 3.5 - 0. I4 12 4 - I4 12 00 - - - 14 12 10 - - - - 123 95 - - - - - 2.5 L5 6 - - - - - 8 s 6 3 4 3 11 12 &6 - - - - 14 12 10 - - - - - 14 12 10 - - - - 13,5 t0 - - - - - 14 10 7 - - - 8 8 7 a5 4.5 - - [14 12 5.5 - - - )4 12 !0 - - - - 14 12 10 - - - 93 7 - - - - - 115 7 33 - - - - 8 7 4.5 ] 3 - 12"-0� 72T4 12 70 - - - - 14 t2 10 - - - - 14 12 4 - - - i4 12 10 - - - - a8 8 8 8 B 3 12 3 - - - - - N t2 8 - - - - 14 12 to - - - - 11.5 9.5 - - - - - 11.5&5 4 _ - - B 6 53 4.5 4 12 s - - - - 14 t2 10 - - - - - 14 12 10 - - - - 123 9.5 - - - - - 133 9.S 4.5 - - - - - 8 $ 6- 5 4 - 1 HV BLADE OR \1/ HV BLADE 12 - - - - f4 fx - - - - 14 12 = - - - 9 4.5 - - - - - 9 &s - - - - - @ 6,5 4.5 3,5 3 - t3,�. Y2 - - - 14 72 - _ - 14 12 _ _ - - 14 12 - - - 44 12 - - - ____ 8 H8 $ 8W� 1A HV WINDOW BLADE t0 - - i4 12 - - 14 12 - - 0.5 33 - - 105 8 - - 8 8 5 4 3.572 - - - - 14 12 - - - - - 14 12 - - - - - 113 6 - - - - - 113 6.5 = - - - 8 a 5.5 45 - - 12 - - - - 14L't- - - 7{ 12. _ - - - - a3 - - - - e 6 - - - - 8643 - - - WORKING IN UNISON fx - - - - - 14 Z - - t4 12 - - - - it 9 - - - - r 12 «. - - - - a e e e 7,5 { = t4 12 - - - - 14 12 - - - - - - 10 t - - - - 10 75 - - - - 8 7.5 5 < 3 14 111.51 1_ - H 12 - - - - 11 12 - - - - - 103 4 _ _ _ _ - - 103 8 - - - - a 8 5 4 - - - - 14 - - - _ - - 14 - - - - 14 - - - _ 7,5 _ _ _ _ - .S _ - _ _ - 7.5 35 33 3 - 14 - - - - 14 - - - - 14 - - - - - - 14 - - - - - 6 8 6 7 7 3.5 - - 15"-0. 14 - - - - - _ 14 - - 14 .- - - - - 9 - - - - 9 - - - - - $ 7 a.5 - ti - - _ - 74 _ _ _ _ 14 - - _ _ - - _ 10 _ - _ _ tp _ - - - - $ T3 5 -4 - - - - 14 - - - - - 14 - - - - - 14 - - - - - - 7 - - - - - - - - - - 7 5.5 35 - - - _ - /4 - - - - - 14 _ _ _ _ _ 14 _ - - _ _ U - - - 8 8 8 5 b 3 - 75-0 li - - - - - 14 - - - - - 14 - - - - - 6 .. - ... 8 - - - - 8 85 4 J5. - - 14 - _ 74 _ _ - _ _ f4 - _ 7 - N s - - - - _.,.95 - - - - - - 8 7 ,5 - - - - - FLORIDA BUILDING CODE(Non High Velocity �{urricona Zone 02017 11.1ECQ MC. X2017 EASIERN METAL SUPPLY,WC. CE!<rsF ,� BERTHA HVTM 1 L E O A■S■S■A. Accordion Shutter System �.• s H.v BLADE#* W/OR wjp H.v asNDCAY SAX a / 7 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems [y a 6cscaIP1101 DATE Da"It 8Y: c. • gyp'; �F \� 6335 NA Mix e%,s14.Sas,M90IIM 40004.FLOMDA 3316Association, Inc. I OLD 15-085 7/27/1DAZE: 07/27/17 \ PM.*:(31)3)871-1530.root:(305)871-1531 4268 Westroods Drive 2 DRAWING No .(1 .......... West' \ West Poim 8eoch, FL 33407 3 E8-00679 17-107 =s��NAL�NG11WAL7ER A.TIL Jr,P.E. P.E. SE'At�3I4N1tTGRE/DATE 01 ix +{167 a SH 12 OF 20 OWN! ANCHOR+ SPACING (in.) SCHEDULE FORA G N MAX. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.n,DESIG•NEGAUVE PR( 1)RE RATING AUD A CORRESPD_ 41N?� G_MOtINiINQ F.DOR CONCRETE OR CONCRE[E BLOCK INSFAUA71MS "'' � ]' (SEE MOUNTINGS E 0,A H ON SHEETS 6&7) 1,ANCHORS 70 SUBSTRATE SHALL BE A5 FOLLOWS: pp,iRgq BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.I'c-3 kel) u M Q E.WALL SILT, MOUNTING ©CEILING MOUNTING HQ FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCO14 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MATNBFACTURED BY LT.W.BUILDEX. (Min. I'c.3[.1) ANt�S SPACING LEGEND - 1/4.0 x 3/4•ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,DOLT&SPECIALTY COMPANY.(Min.fe-3 ksi) SPM(� IIESGN 1¢fARlE iTtES91AC PA1040 1 .OESWH hTGAIAE f103A1R[iMTP.'C d SD OL40i/EGARO: R4n4G TAPCON OR '" 1/4'0 BLUE TAP CONCRETE ANCHORS,W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC,(Min,I'c- 2 ksQ TAPCON WITH ADVANCED 1 4 0 TAPPER+MNCHDRS A5 tAAYUFAGNRFA BY POWERS FASTENERS,INC,.AND DISTRIBUTED BY ALL POIi7S SCREW,BOLT&SPECIALTY 30 40 60 75 90 120 i6o 205 30 40 60 7S. 94 120 1rKl 205 36 40 60 75 90 120 160 205 S pMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SMATTER SYSTEMS ASSOCIATION,INC. 14 12 10 9 9 8 6 5,5 as 12 I 9 6 8 e 6 14 12 10 9 tl 6 6 6 THREADFORM TECHNOLOGY (Mtn.t'c- 3'k91) 3-O' 14 S2 10 9 8 8 8 6 14 12 TO 0 8 8" 6 8 1t t2 @ '4 8 B 6 8 ALL POINTS SOLID-SET OR LESS 14 12 10 9 8 8 8 6 14 12 IO 9 B 8 6 6 14 12 10 9 0 8 B 5 BLUE TAP W/CAP NOTES? t4 12 1D 9 8 e 6 7 I4 L2 10. 0 8 9 6 6 f4 t2 f0 9 8 8 G 0 TAPPER+ Ai}U1HiMUU EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WiDt ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPt7tt L4 12 t0 9 0 7 &51&5114 72 t0 9 e 8 b s 14 12 10 9 B 8 6 5 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS t 1/2•. 4'-0" 14 12 10 0 8 B 8 0 l4 12 t0 8 8 e 6 0 14 IT 10 9 8 B 8' SS 14 12 10 9 8 8 8 # 14 12 t0 9 B 8 6 4S t4 !2 SO @ 8 b 4 33 Ate)LONMUU DABEOMETTT OF 1/4'0 x 3/4•ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO WDEDMENT N 12 10 9 B 0 6 4.5114 12 10 9 0 8 'B 5.5 t< 12 10 9 8 B It 4S INTO STUCCO SHALL BE PERUITTED,1/4"0-20 SS.MACHINE SCREW USED SWILL BE 1 1/2•LONG MINIMUM 514OULD STUCCO 4 SEC Ep'tAT6.#ib OF UK Pc0. 74 F f0 9 7,5 5,5 3.5 - 24 12 10 8 8 8 0 5 t{ 12 10 8 8 7 SS 4 CIADE l�ji ON I.En t9 QST.AND i•UfNitAUM FOR WASLSi WITH NO STUCCO. 8'-0" 14 t2 ib 9 8 B 6 0 14 12 10 9 11 e 8 5.5 14 12 10 9 0 8 b. 45 t4 12 W-8-7 4 - 14 12 1D 9 8 6.5 E 3.5 14 t2 ID 8 65 5 3S ] A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE pANF.Ls.PAVERS OR ANY VENEER 8E FOUND ON THE IXISDNG WALL OR FLQ02, I4 t2 SO 9 8 .TLS 4.S - t4 72 70 9 8 B 6 45 T4 f2 10 9 8 6 4.5 ,75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID W.W.FINISHES.ANCHORAGE SCULL.BE AS INDICATED ON 14 12 OS 7.S 6.5 a5 - - 14 12 10 9 8 7S 5.5 4 14 12 10 0 6 6 4.5 3.S NiSTALLATION&INTO EIF WITH METAL STUDS SEE ISH SIDING OR EFS WITH OR WITHOUT METAL SPUDS CONSULT THIS ENGINEER.FOR 6•-0• i4 12 t0 9 e 0 6 - f4 I2 t0 9 8 8 S- 5 14 12 10 9 8 0S 5 AS t4 17 10 0 7.5 5.5 3 - 1A 1Y 1a 8.5 7 5.5 4 3 t4 12 e'0.5 &5 4 3 (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 10 0 8 8 - 14 72 YO 0 8. 6S 5 3.75 14 12 SO &5 8 5 4 - - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. _ i2 8 6.5 5.S ] - - t4 12 f0 9 8 6.5 4S 3S 14 12 10 8 7 5 3.5 3 - 1/4"0 x 3/4'ALL POINTS SCUD-SET ANCHORS,AS DtSTRIBUtEO BY ALL POWYS SCREW,DOLT&SPECIALTY COMPANY. 7.�. 14 12 10 9 e 8 - - 14 1Z 10 9 8 7 .S 4 t4 12 t0 9 7S 5S 4 ] 1/4•0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 44 i2 5 _r&9 4 - t# 12 9 7S 0 #S 3.5 - 14 NOS 7 7 4S 3.S - .- 1/40 TAPPER+ANCHORS AS UANUFACTURED IFr POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW. BOLT&SPECIALTY t4 12 10 14 - t - 14 12 f0 9 7S 4 t+ 12 9 7 7,5 - - COMPANY OR ANY OTHER APPROVER LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. ft 7 - - 74 I2 itl 97. 5S - 14 12 9 7 4S8'-O"[L4 12 10 BS - - 14 12 10 0 8 - t+ t2 70 8 6S 5 NOTES: t2 8.5 3 - - 14 12 8 6S SLS + 3 - 12-5&S 6 3 4 3 &7)MINIMUM EMBEOUENT INTO CONCRETE BLOCK OF TAPCON,BLUE TM W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'MND TAPCON - Y4 12 9.S 8 6S 5 - - Ii 12 8 b 8S 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1',9S &S - - - 14 12 10 8 6S 5 - - 14 12 8 6S S 4 to-12 t0 _ - is t2 10 9 7S 4S - - 14 t2 8S T 5,5 4 - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4•ALL POINTS SOUP-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11S 7S - 14' 11 7 5.5 S S.S - II 8 5S 4S 3.5 - - - EMBEDMENT INTO STUCCO SMALL BE PERMNTED, 1/4`0-20 S.S.MACHINE SCREW USED SMALL BE 1 I/2"LONG WNMUM SHOULD STUCCO t4 12 8 14 12 8.5 7 5.5 < - - 14 1aS 7 5.5 8 4S - - EXIST.ASID t•MINIMUM FOR WALLS 7f�TH NO STUCCO. 1S B-5 5S - - - 14 72 0 7 8 4S - - 14 11 7 &5 4.5 3S 14 tT f0 0 7.S - - la 12 t0 8 6.S 5 - 14 t2 8 0 5 4 - &3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXLSRND WALL OR FLOOR, 14 17 7 S 3.5 - - - 13 9S 0.5 5 4 ! - - t0 7.S 5 i A WORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 7S 5,5 - - 13 it.5 9 6 5 4 - - 110 9.5 B 5 4 4 - NOTES B.1)&B.2)ABM FOR INSTALLATIONS ON.VINYL SIDING OR UPS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER t05 8 5 - - 14 12 a 65 5S 4 - - 1J 10 BS 3 4 J - - FOR INSTALLATION INTO€FS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - 14 12 9 7 6 4.5 - ^ 14 las 7 5S 4.5 3.5 - - (C) ANCHORS SHAD.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 11'-0"12S 95 6 - - - - 12 4 6 4.5 a 3 - - 9 7 !: 3.5 3 - 14 10 7 - - 14 i0.5 7 3.5 4.6 - - - I2,S 8.5 S5 4S 3,75 - - (q) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 0.5 7 4S - - - t4 ILS 7.S 8 5 - - 12 8 6 4.5 4 - - T2'-G' 14 12 t0 i2 Sb5S 5 4 - - - AGE DISTANCE VERSUS SPACING SCHEDULE EOR ANCHORS; I1S eS 4S. 0 6 4 3 - - - IAAXMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES 11401CAIED BELOW.FOR E.D.LESS THAN THE 11 NCATED,REDUCE AICHOR SPACING 135 9.5 6 - - - - 13 9S 6.5 S 4 - - Y ta5 8 5 4 - - REDUCEDBY PSPACINLIANG G OBTAINED USINACNO;SHOWN GNFAC ORDULE BY THE SHALL NOT BE LESSNTi MIIN AUM SPACING INDICATED FOR EACH ANCHOR TYPO. 9 0.5 - - - - 14 NOS 7 5.5 4.5 - - 11 8.5 53 4S FACTOR 13•_0•,14 12 _ - t4 11S 7.S 6 S - _ - 12 4 6 4,5 4 _ _ Ia5 6 - - To 75 5 4 CTUAL 3 - - 7.5"5.5 4 3 - EDGE TAPCON TAPCON MRM ADVANCED ALL POINT SOLID SET BLUE TAP W/CAP TAPPER+ 12.5 es - - - - 12 s 6 4S 4 _ _ _ 9S 7 S 4 - - _ �rLp 81CTANCE THREADFORM TECHNOLOGY JAW.SPACING ii b - - - - - 13 BS 6S 5 - - - - TOS TS S 4 - - - - vi Eq MIN,SPACING A 3' MIN.SPACING-3" MIN.SPACING-3 1/2' MIN.SPACING.3" 3 3/4' 4' 14 12 - - - - 14 10.5 7 5. - - - 11 8.5 15 3 - - - In HV POURED CONCRETE h POURED CO CRETE k POURED CONCRETE u 10 7S - 8 7 4,5 3.5 - - 7 5 3.5 3 •. D POEM rOtX70.TE OXiaiETE UL60{ POIA>fD SIE C>_p43 a- I/ 11S 8 - - 11 0 S.5 4S - - - - 9 8.5 4S - _ _ _ V O CO Mti Ea.JL�K IML E0.•3 t/2`MNL Ea•21/1' UN ED.•!10CK COtuµ QpCfC N1L ED,•3 1/2"MIL EO.21/2' 7.S _ - - - - - - 12 B 6 - - - - ^ 9 7 4.5 - - - 3• 1.0 0.94 TA 0.78 1A 0.84 1.0 t4 _ _ - - - - 13.5 t0 as - - - - - IO.s 5 5 - - - - BLADE WOKING z 1 z• - O.B7 1.0 0.67 1.0 _ - - 1 UNISON ♦ y _ a.71 0.61 - IO - - - IAS 8 5 - - - - - B.5 6 + _ _ 7 - 1: 41. 5S - - 9 &5 aS - - 1 3/4' - 0.91 - - - 0.43 - _ _ - - _ - 12S 9.5 s - - - - - t0 7S 5 - - - - - S 1 2" 0.35 - 0.35 9S 7 5 - - - - 8 6 4 - - - - FLORIDA BUILDING CODE(Non-High Velocity Hurricane Zone �44t1it,*w .......... ••.•��/��..`` 02017 RLTECO.INC. 02017 EASTERN METAL SUPPLY, INC. ''..GENS•.��` BET A VT. 1' 0 /TLT,�E 4�.S.S.At KV.Accordion MI7EE#1 W/OR WJ�OjjKV.WItDOW Systemtter y✓ American Shutter Systems R!: Q ♦ l� TICCIT TESTING & ENGINEERING COMPANY Y Ev.H DESc9wn0K GATE DRAWN 6Y Lc. `•. '. TiT�� I 6355 N.W.3601 Ot.St..305.%%INCA GARDENS.FLORIOA 3316 ASSOCTatiOn4 Inc. i OLD 15-0H5 7/27Jt TASTE: 07/27/X7 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No t'1i( •,,4RiDP,.•'1Z4Sr 7771 a-.oafs kto e.com West Palm Beach, FL 33407 3 17-107'107 �„�1T/p,t•l••••• �`��' 1d WALTER A.TIUIT 3a P.E. 4 FN 1 J FNMA U_F 44167 S SHEET P.E.-SEA JiTj�jttit GATE a 13 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCH O ME FOR A GIVEN MM. SHIER SPAN. AA.S D DESIGN NEGAMME PRESSURE RATING AND A CORRESPONOiNC MOL1N7tNC TYPE FOR CONGREC,EOR CONCRETE BLOCK INSTALATIONS (SEE-MoUNONGS 1,J.K&L ON SHEET 7) POURED CONCRETE POURED Om1CR CRETE BLOCK ANCHORS SPACINO LEGEND I WALK OVER& 1 TRENCH QRAINGUARO MOUNTING K WALL/FLOOR MOUNTING ©1YALL/WALK OVER MOUNTING 6AWAN Y OR DUO IB�EfPRESM RARRC 0.DCSnN NUM PRESM ROM S0 pCZA 1ffO V&P�`SS1M ATM(P11 A DMZ IVATNT FK=M R1r21G.(RN TAPCON WIITHN ADVANCED 36 40 ii0 75 90 120{60 205 30 40 60 75 40 120 IGD 205 30 40 60 75 90 120 160 205 30 40 60 75 90 t 20 160 205 THREAOFORM TECHNOLOGY 14 12 to 9 tl tl 6 8 12 12 12 12 12 IS&5 45 7 7 7 7 7 7 7 5 5 5 5 S 5 5 5 ALL POINTS SOLID-SET 3._Cr fa i2 1b 9 8 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 S S 5 6 S S s R LESS t4 12 10 0 8 6 b 6 i2 12 17 12 0.S 8 6 4.5 7 7 7 7 7 7 7 64 5 5 5 5 S 5 5 5 BLUE TAP 14 12 ID D 8 8 6 0 12 12 12 12 12 10 7,8 6 7 7 -7 7 7 T 7 7 S 5' S S 3 'S S 5 TAPPER+ 14 12 10 D a H 6 8 12 12 12 12 75 63 17%5 7 7 7 7 7 7 5.5 4 8 S 5 5 5 S S 4 4,-0" 11 12 t0 D B B 6 6 17 t2 12 12 t2 95 7 7 7 7 7 7 7 7 S 5 5 S S 5 s 5 T4 i2 t0 9 8 a 6 a T2 12 12 9.s s 8 45 35 7 7 7 7 7 7 H5 S 5 S 5 5 8 S 5 5 T4 12 10 D a B 6 6 12 12 12 12 /0 75 S.5 4 7 7 7 7 7 7 7 S,5 S S 5 5 S 5 5 5 14 t2 fa 9 8 8 4 6 T2 72 I2. it a' 1 5 4 7 7 7 7 7 55 4 3 5 5 5 5 5 5 4 3 W-O" 14 12 10 9 8 8 S- ',0 12 12 12 12 t0 7,S 5.5 1 T J 7 7 7 7 7 7 S '5 S 11 12 f0 0 8 B 6 8 12 T2 95 73. a l.5 35 - 7 7 7 7 7 7 S JS S 5 S S 5 5 5 4 t1 12 in 9 8 8 6 8 12 12 12 93 8 5 43 - 7 7 7 7 7 7 &5 4 5 s S 5 5 S S 4 * SEE ANCHOR 14 12 10 9 8 8 6 0 112 112 IZI 9 7,5 55 4 3 7 7 7 7 _L 4.5 35 - 5 S 5 5 5 4.5 35 - SPECIFICATIONS 6•-0" 14 12 10 9-T 8 6 6 12 12 12 10 a 6 45 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 12 10 9 B 8 6 6 12 12 a 6 5 l 3 7 7 7 7 7 T5 4 - .5 5 5 5 6 4 3 1i 12 10 9 8 8 0 6 12 12 10 8 6.S 5 75 - 7 T 7 7 7 6 4.5 5 9 5 5 9 5 4.3 - 1/ f2 f0 9 e 8 6 6 12 12 i0 a 65 5 35 - 7 7 7 6S &5 + - 5 5 S 5 5 4 3 - .�,-0" 14 12 ID 9 B B 6 6 12 12 12 &5 7 S 4 3 7 7 7 7 7 7 7 6 5 S 5 S 5 S & 5 14 12 /0 9 8 8 S 6 12 10 85 5 14.5 3 - - 7 7 7 7 53 5 3 - 5 5 s 5 S S AS 3 14 42 Ia 9 b a 6 6 12 12 &5L 7 5.5 - - 7 7 7 7 7 5 ^ - s 5 s s s 3 4 - O VALID ONLY FOR UP TO +70, -75 u Iz s 6 - 12 12 &5 7 s 4 - 1 7 7 4.5 3 - - s 5 s s T-3 35 - - PSF A.S.D DESIGN PRESSURE 8'-0" a 12 to S a e 9 - T2 12 os zs s 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 RATING & FOR SPANS PER 14 12 10 9 8 8 6 12 9 6 454 3 - _ 7 7 7 7 ss 4 - s s 5 s s 4 3 SCHEDULE #3, SHEET 11 to iZ Ito 19 to ja jo - 12 IS 17.5 b 5 IL75 ^ 7 7 7 7.5 6 4.5 - - 5 S S S b 4.& 14 t2 1q 9 8 B - 12 L5 7.5 6 S J.5 - - 7 7 63 5 4 - - - 5 5 5 5 4 3 - - 9'-0. 14 S2 to 9 6 8 12 12 9.5 &5 5.& 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 S 5 5 14 12 10 0 6 8 - 0.6 8 5 4 !.S - - 7 7 7 6 S 35 - S 5 S 5 5 4 J 14 12 f0 9 a 8 12 t0 63 S.4.5 - - - 7 7 7 63 53 - 5 5 S 5 5 4 - " 12 10 0 8 8 - 12 0.5 7 55 4.5 35 - 7 7 5.5 45 35 - - - 5 5 5 43 J5 - - - l0-0"14 i2 to B a 8 - 12 11 &5 6 5 3.5 - - 7 7 7 7 7 7 4s -- 5 S 5 5 5 5 4.5 T4 12 TO 8 8 8 95 7 45 35 3 - 7 7 7&S 43 - 3 S s 9 4.5 3S I♦ f2 10 9 0 8 ^ 12 9 6 5 4 - - - 7 1 7 6 5 - 5 5 5 45 S 14 t2 f0 12 95 6 -5 4 3 - - 7 7 5 4 3 - - - 5 5 5 4 - 4 12 ro e 8 8 - - 1z i0 7 5.5 4.5 33 = - 7 7 7 7 7 7 35 - 5 5 5 5 5 5 S 4 (I+*ry( ONLY 14 12 to 0 8 8 - - 95 65 4 3.3 3 - - 7 7 6 5 s - - 5 5 5 9 4 J H ♦ IJ LA E V 1 1 LY it i2 t0 a H a - ti 6 55 4 - - 7 7 7 5.5 4.5 - - 5 5 5 5 4.5 - - I4 12 10 8 6 - - 1.5 0.5 65 4 3.5 - 7 7 4,5 3S - - - - 5 5 43 3.S 1 - - - r2'-0" 14 12 10 D 8 - - - 12 as 65 5 # 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 35 I4 12 10 '9 B 8 6 4 ] - 7 7 5.5 4 As - - - S S 5 66 4 3 - T4 12 10 9 B - 10 7.5 5 4 - - - 7 7 6 5 - - - 5 S 5 5 a - - 14 12 10 8 6 - - - O.S 8 5 4 3.5 - - - 7 65 4.5 35 - - - 5 5 45 35 t3•-0"ti t2 10 9 8 - 1.5 as 6 4.5 35 3 - - 7 7 7 7 7 4.5 - 5 S S 5 5 45 35 i4 T2 to 9 8 7 &5 3.5 3 - - - 7 7 5 4 3 -^ - 5 5 s 4 3 14 12 10 9 8 9 7 4.5 .75 - - 7 7 &5 4.6 - - - 5 5 s 43 4 -[14 12 TO D - 10 7.5 5 4 3 - - 7 8 4 3 - 5 4 1f0 0 - - - ^ 05 B SS 4 35 - - 7 7 7 7 7 4 5 5 5 S 5 5 4 J t2 in 9 - &5 5 J - - - 7 7 5 1.8 - - 4 - - - 12 TO 9 - 85 b5 4 - - 7 7 5 -12 10 9 7 4l5 3.S J 7 SS33 -15-0 12 10 - - - - - 10 75 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 6 5 5 5 4 3 12 10 - 8 4.5 3 - - - 7 7 13 3 - -T2 t0 - - - 8 6 4 - 7 7 & - - - - 5 5 5 4 - - - T210 - - - &5 65 / 33 - - T S5 3G - - - - -S 5 35 - - - - 16'-0" t2 10 7 7 7 6 3 - - 5 5 5 5 5 4.5 3.5 T4- I2 TO - - - - 6 43 3 - - - - T 65 4 - - ta 12 In - - - - - 75 65 .75 - - - - 7 lJ .. - - - - 5 s 4s - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone• ,,,,,.,,,� ��� 02017 11LTECO.IHC. 02017 EASTERN METAL SUPPLY, INC. �tc� rs BERTHA WM A I L E C d I N�� , , Accordion Shutter System 7 AH.Y. &ADE#1 W/CR W/0 H,Y.WIRM BADE `J[Jy TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Irv.N SCRIPTION DATE I nRA7M aY: LC. GI••:, �., "`�i 14 61&s N.W.369.52.Ste.705,4tN9Tn4 awo0s.Re+ruDA.33/6 Association, Inc. I OLD 15-085 a7/27114 OAiEt 07/27/17 - Ph6P4:(305)871-1530.me:(305)871-1531 4268 Westroads Drive z DRAWING No o-mo14 imCCOo0C1x*- West Palm Beach, FL 33407 3 EB-0606 1 -1i77 7$9 / ,.�^0/S►p4 Et1 X111 WALTER A.RUJT Jr.P.E.UC 44,67 SHEET P.E. SEdCf3tBifAYt1RE/DATE 1LaR0A 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPADING fin,) SCHEDULE FOR A GiVEN MAX, SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE (HATING AND A C0RRESft9 MO lfl 7YPE, (SEE MOUNTINGS ON SHEETS 16&17). L_J B <==z T FZ AT P=- S UIHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN, G=0.55. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 IN N1N.p0a0.55• FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/MIN, G=0.43 W/MIN. G=0.36 PLYWOOD MVG OSO W/ W/ MIN. G=0,43 1V MIN, G=0.36 YUpNUY SPAI{R1 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T Wei+ MOUNTINGS 8.0, WALL MOUNTINGS 6.0.WALL MOUNTINGS 8.0. WALL MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS 1,1, N. 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS W& X W& I( W& X P & O S&V S&V S&V 8971 WXA FNL9FF um M TL901 amE RMFE F71K04 SSW a=OEM ux 1p) wM IGGxFMIA MR6(y7)NSE B97H KWA#EZFE FA76M MNOLTEIT=MM f� U 76tH WAM ITE=FARC et'UI MOf WXIE RM MIX IEI) OWN#1IM tl=DAG 44 ASIA 0X 10M..RESAT UK 30 40 60 75 90 05 30 d0 GO 75 90 OS 30 40 60 75 90 OS 30 40 GO]5 90 65 3tl 50 60 75 90 05 30 -0D 60 75 90 D5 30 40 60 75 90 DS 30 40 60 75 90 OS 30 d0 _60T75 9q 05 30 40 60 75 90 OS '-D'DR 12 10 1019 8 8 6 6 Sig 6 6 12 10 10 9 8 8 6 8 6 5 6 6 12 t0 t0 9 6 6 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 t2 12 12 12 12 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 B 6 6 6 -6 6 6 12 10 10 9 8 B 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 72 12 10 t0 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 5 -6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 72 72 72 12 12 t2 t2 12 12 12 12 ,2 t2 72 i2 4.5 6'_p' 12 10 to 0 8 6,5 8 6 6 6 5.5 45 12 t0 10 9 8 5 6 6 6 .5 5 d.5 12 10 10 9 6 3S 6 6 6 6 5 4.5 6 5 4 4 3.S - 12 12 12 t2 12 72 12 12 12 12 12 12 12 12 12 12 10 8.5 7•_0' 72. 10 10 9. 6.5 4 6 6 6 -.5 d.5 4 12 10 10 9 5 3 6 6 6 5 1 3.5 12 10 10 7 5 - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 i2 i2 t2 12 12 12 12 12 12 70. t2 12 72 6,5 8.5 7.5 8`-0' 12 10 10 7.5 4.5 3 8 6 5 5 4 SS 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - - 6 6 5 .5 3,5 3 6 5 4 - - 12 12 12 12 12 T2 12 12 12 12 11 OS 12 12 1.5 9 7.5 6.5 9•_0` 12 10 10 5 3.5 - 6' 6 5.5 .5 3S 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - 6 6 4.5 4 3 3 6 5 3.5- - 12 12 12 12 12 I0. 12 12 12 11.!9.5 8.5 12 12 t0 8 6.5 5.5 10'-D' 12 10 7,5 4 - - 8 6 5 a 3 - 12 10 6 3 - - 6 8 4 .5 3 - 12 10 3 - - - 6 6 4 .5 3 - 6 5 - - 72 12 12 12 1.59512 12 12 10 815 7.5 12 12 9 7 6 5 12 00.515,- - - 6 6 4.5- - - 12 70 4.5- - - 6 5.9 3:5- - - 12 10 - - - 8 5.5 4 - - 6 5 - - 12 12 12 12 10 8.5 12112 12 9.5 8 7 12 12 816.515.514.5 $2 10 4.5 - - - 6 6 4 - - - 12 f0 3.5- - 6 5 3.5- - - 12 Ip - - - 6 5 3.5- - - 6 S - -112 72 12 1.519.5 6 12 12 11 8.5 7 6 12 T.5 7.5 6 S 4 12 6 6 - 12 f0 - - - 6 4.5 - - - - 12 7.5 - - 6 4.5 - - 6 4.5 - - - - 12 12 12 D. 8.5 7.5 12 12 10 B 6.5 5.5 t2 05 7 55 4.5 4 14'-0' 121101--1- - 6 S.5 - - 12 7 - - - 5.5 4.5 - - - - 12 7 - - 5.5 4.5 - - - - 6 3 5 - - - - 12 - - - 8 - - - - 6 - 16'-0' 1 HV BLADE OR n HV BLADE Wj -V WINDOW BLADE WORKING IN UNISON* •SIL UY„p710146 cc USE 1`07A 67ADr 0 o1 Skm to t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID%DOD SOFFIT SHALL BE AS FOLLOWS, 3.SUBSTRATE SW.LL CONSIST OF THE FOLLOWING; -SOUTHERN PINE Na.2 W/O-OM(NAS) -1/4'0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX W/MIMMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/0-0.50(H.DS.) EACH SECDWt ON SHEETS 16&17, -SPRUCE PINE FIR NORM W/0.0.43(N."S,) EXCEPAON:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.38 2.ANCHORS TO HOLLOW COUNG SHALT.BE AS PER MOUNTING TYPE U.SHEET 17 AND SHULA.CONSIST OF -MIN. 1/2'COOP PLYWOOD(1986 APA) LAG SCAM AS PER ADS 2015 SPECIFICATIONS. R SK41 BEIINSTAILLM FOLLMHO ALL OF THE RECOUMENDAVONS AND SPECIFICATIONS OF THE EIL FLORIDA BUILDING CODE Nan Nigh Velocity Hurrieone Zone 11 �" 02017 TILTECO,INC, @2017 EASTERN LIETAL SUPPLY,INC. CN3F� _` BERTHA HVTM /71 L E G Q N . A■ ■ .,A■ Accordion Shutter System att, H.V.RADE#1 W/OR W/O H.0 iMNM BADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems qLv.N DESCRIPTION OATC DRAWN HY LG 0. j 6355 NW.181h.SL.St..305.41ROMA GARDENS.110401 3515 Association, Inc. I OLD 15-085 7127I7N OAtE: 07f27fi7 �E" 1� Phona:(705)671-1610.Foa:(7(5)67,-1537 4268 Weslrogds Drive x DRAVANG No y fY"'•�.,�•►1IUY`. .� 111 a-moi:iRecw000kcom West Polm Beach, FL 33407 3 L� � t'1 EB-DTILUT 4 A17� O' NIT 14FLGR16A Lia#44187 5 SHEET P.E. S 1 tYrh1A1'U E/DATE 6 15 OF 20 i | L_-- �-- -- �--� - END INSTALLATIONS HV BLADE OR tl 1 WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2"4'"1,1000 STUDS AXOD. 2.513'uN. 't ,� .� - .I 136. 2'N•d11V.McOa WOW sTUDs. /fY trrcmt -� SruOS REn. (As ov uvaw \\ !I ZomRaO.c. / ( 9 -1 2'.f'uw, v r i l.11=-6 /4 _ oca slues v I is ars«,WI wI. / .ivt r` ,rte c.a n v n"1'Dutwnm, 113,n c"mow. `ExururGLASS, Ew5mq GLASS /�I' %1'x'000 6x0 are It$\;� snxSs �-.. . ' �� r i 4Dr:a cuss rEo it\\ Essrrio cuss f �^ i k vit SFl.Wi1G/ ".I, t 1 r ! \ tut tEFawriax 1n'uxa cox ,o oAss tsE TO was CSrEI'Mm. GDEau cx m a,as'(( ,r wa cDx m t ti Lahien tl"vlw 14 ,t w uADE Na 4 s0#outcimD3D. faEatt vi snEt EH ta£xr is (cm-16)taut, ruas, 11z'WR., =e-rat „«a rtAE 6aua trz t t rot 9uaP:rONa 9M14�e I ALev Ga05f8 iLllttfl0.. ,(ji) 0x 9ELT t9 I'm 1— � OI Deur Is rw ere--L au7E ftwi5 tn` z Ftufu, __� rs�tGima�J tutcs@arQA AT EnnCR 'i f OFg --�-.r /1D.tn"s.u.s �/'• S - vst r u x,wt ala 4c. �fWln•$uS. #u'IFI[CJCSttaR ilJlrA'-a' -�"'� at6 Oa, uwrau ttY A (raft-t..Up.)O ut�muir ( �� o 3fE arx d9R i `i D"sA ant or.) 108 Qy1 51.E CEir,'a:FOR'I 1 OR S TO TGtCMi i SE[DEEB x roR (d _ sxx cDnxicrxx+ .{;.f('(�j-a.�.{�w uE ca xEcnoN y� O»O OO-Ca7•�a ii• m TVCxs ro tRuxs d- 'f3•ft iw 3. 19 � .6r'f9- d �r67 •�. �a^S•t 4-v'fl- @7•d G»'0J-OO•a�- -C�3 Q�•fs-+�•t� e•ft. C�7•G?"�,Q•C3•t3- 1�•fi(w�•fa»`J• - 2g•C°'`3•'Cu-�`�'" END CONNECTION DETAIL Cts END CONNECTION DETA END CONNECTION DET lio END CONNECTION DETAIL E�r510ea a kfp?kF0 DtaY FOR WDS OT6i/1R F+ltli,3'-c" riY UK It ,/.`+,sAca+a+xxons ,pY trxm+ —. —.. sums kEa �,r/t t . !1.112•su.s. EXISIM0 Gess " t'r I rr7•,nv. ata G.a ^-�` 'FGe<f,'1Rinm1 a tz"P.C. P1NEtR4ix2,O ToCAS. I d a ♦ SEE it ASUS( FO 0Ya•1YltJ0,at rGR w,a� ko eBLADEE 1A ON ON SHEET 19T 19 r. w oui`�al�sctr i ;r 1� � J 15 j°ILaat�stDta°:t,A`�aj � tirlsm lsis s)DRa� i/z'ux l YA -pk ��Li lt' •fY»(O WAIL rn s Y.r uta haaa wu� wCt»O O-!9 2- 1 aaiZ3+ca c4 5 VIEW Y a js.a 3 `�;.�w�.�w�7,�w 511115 FA•D� rYlAl �(t •�a,�.Q •�3. PLAN DETAIL x END CONNECTION DETAIL 4` END CONNECTION DETAIL S2 FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone 4'111 >'��•••,,,,,.,,,•• ���, 0017 TILTECO,INC. 0 2017 EASTERN METAL SUPPLY,INC. ��cENSF•..��, ,�.,- BERTHA HVTM fT1 E O � � �. . ■A■ Accordion Shutter System KV. BLADE#1 W/OR W/O KV.NtNM BADE v / 7 American Shutter Systems TICCIT TESTING & ENGINEERING COMPANY Ay Ev.N DESCRIPT1011 DATE 13RA>vv Or: Lc. IJ 6355 N.W.36U.st.st.305,NRGNVk aA,13ENs.FUIRZf assn Association, fT1V+ t OLD tG-OSS 7/27/1 f 3k1E: 07/27/17 ' '-..,u -- Pbfa.:(305)971-15313,roti:(335)971-1531 4268 Westroads De4ve 2 DRAWING Na _*�+ •.,,, lk+; e- G:t7ES-0t Sai9lsom West Palm Beach, FL 33407 a OA►AL ENG• WALTER x nu,T m.P.E. —�O7 P.E. SEAL/SIGNATURE/DATE r113RwA u°' 14767 6 SHEET OF 20 r. • t�� �p��� �7Ai� GENERAL LIMITATIONS AND CONQMO S OF USE FOR BERTHA A Hy RIADE ACCORDION SHUTTER §,-�M IN RKING IN 0 � Y `�"' Y 'Y" i.LUX.ASO.DESIGN PRESSURE RATING:1770,-110 P.t.t. 2.MAk.SHUTTER 5PAf7:9fi' 3.ALLOWED MOUNTINGS:A.D,0&H ON SHEL75 6,7:AS WELL AS MOUNTINGS it,0,T.U&W ON SHEETS 16&17. Ot7LY CENTERIAAIN A,TES 1 (BOM W/+`��x�+�afl 2 ARE ALI.oWEO WRN�.2 t ORI 1 &OUT, EODUST BE INCLUDED OOVY AT EXTERIOR SIDE OF In CASE OF 4PPOS NG ���ccc CEN7E8A1A�. TYP.EAD • • • • ,+. Y++ _ (3.0 HOLES) J+PER 5.(A)W WINDOW BLADE�MADE AT SPACINGS ONLY OSHOWN OW A IN SHEET 4.OPENINGS MA%.5 WINDOWS t s s ♦ / R ♦ (_'} V OF ANY 3' HOLE FOR T4 SHALL B�E�CE FROM TOP OR 802OM EDGE OF M(WINDOW NRO£Vg ALLOWED AT EV on ♦ - f WINDOW BLADE(191 u + (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV on 0 07 • ♦, ,+ SL ,++• 1F WINDOW BLADE 1/ ()HV U THROUGHOUT S BLADE©MUST 8E USED ALTERNATE TO A SCiLD ITV BIME�i, 7HR000NOUi SHUTTER'S WIDTH. .O ♦ M. • • ♦ A ,♦I¢ + ++ + BE)C TAT EES$9 L OF YS BE INSTALLED ADJACENT TO A SOUP HY R ( ♦ (F)POLYCAROONATE HY WINDOW®StULLL BE INSTALLED m TARS FACE SEE ENO L ntE INTERIOR OF THE OPENING B NO PROTECTED.NY WLNOOW MUST 8E CONNECTION + • • ♦ dd (,'t (,'t (,`1 ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PRONGED BY ASSA, DETAILS ON SHEETS •� • • b S,/ u ,,�G 10& 18 TYP. ?1bg INC. FULL HEIGHT. 6,SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRwE ) 5 BUILDINGS ON SHEET 15,AS UMRED BY SPAN AND DESIGN LOAD(SEE NOTES d P P C A i &2 ABOVE), x b 7.5T£ANCHOR SPACRLG SCHEDULE FOR INSTALLATIONS INTO POURED +'+ C"8 CONCRETE OR CONCRETE BLOCK WALT.ON SHEETS t2& 13 AS LIMITED BY T SPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). I U—�L LL 8.MIWMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-19461 D H 51 TTYP TOP&BOTTOM UIRL7dI?!TS) W `vZ-Gap 0 MtiD ZONE MINIMUM SEPARATION TO CUSS -------UNUMREO WIDTH BOJ-ai TNRU 3 )- ELEVATION m SFPAPA7ION To GU4M SCt4DU.E ON SHEET/1 FCR B.JLEO 4 6.25' EXISTING GLASS jn ON TIeS SM1LT FCR EIADCB®& '_ 4 ' / t CJ �\r_\\ @ P. SnA7�RCA ENIERtuTEs Q� �~�.- �i / Lwrsc, � 1 W/2 OR 5 AND W/0 (SE NOTE 4 ABOVE) PLAN TYPICAL C1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE CA) SHUTTER*1011441131, FLORIDA BUILDING CODE{Non high Velocity Hurricane Zone _ ®2017 EASTERN METAL SUPPLY.INC. BERTHA y177 ............. La2017 i1L1ECO,INC. c-�t L E C O ,H�. A.S■S■A. Acc©rdion Shutter System 1tt T H.Y. BLADE#1 W/OR W/O H.Y.W14DOW MADE .qTILL)T TESTING & ENGINEERING COMPANY American Shutter Systems �,N OCSCA7PR011 DATE DRAWN BY: L.C. 9� % R t4+ s3ss 7Lw,36tH sL,s e 3a3,tiiR wux cARGENs,nGRmA 5314 Association, Inc. 7 OLD 15-085 07/27/1 OATU 07/27/17 ,� Phone (305)871-1530.Fa.;(305)871-1531 4268 Westroods Drive 2 DRAWING No ,' a—m6L MI.,0—sem West Polm Beach, FL 33407 3 sS1�NAl E��6 FS-0006718 17-107 '+ 4 ♦+•�.+'++• WALTER A TUU7 Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE � � Ix FLORIDA . 44167 5 SHEET s 19 OF 20 u ' 6 , 1/2x0035 1" INSTALLATIONS W/� HV BLADE & HV CENTERMATES �1 -�2.GOG Mox.r M(n,ASTM A-653.1 E a0 Min. 2`M x o A6n.G-80 GALV.S(EEL INTO METAL STUD WALLS * a., D53- METAL STUoS AT 18'O.C. )';Ty 43h g4 0 04 --------- 0 6 0.c. 40 a7 75' 1114"m NOMINAL f3 a - -- -- 1/2' 0 3 AND CONDITIONS OF USE ALUMINUM SLEEVE F 6063-T5 ALLOY 1 3/+'x s t/�-:o,oxi-THICX uM.I 43c .430 99 .� SY„TEM IN,TALLATION TO METAL STUD WAILS C avy. -66 GRAD TRAC1 GN0-60 ,0 6'o.c. 0 6'o.c. SEPARATION TO GLASS SCHEDULE N �—�00" ASTM A-653 FASTING) 40 Lrn.0-60 ' ,, , •�----' f,! Gava MEO FAsrENCo ro SruDS " 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 w/{z})u.T/2`TER sCREvs ori exsnNG FINISH 3B I ` 2, MAX. SHUTTER SPAN: 84" (Ds() WIND ZONE MINIMUM044 DrfER10R&EXTERIOR FACE I AS A<+PLfCABLE T u I I ASTM E-1996 SEPARATION a3o LENGTH r r' Exlsflwc CtAss-I MIN,SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS TO Cuss 1 THRU 3 1" Z,/4"9-20X3"��LT (SEE SCHEDULE) A3 4. ONLY ENTERMATE 21 W/ 24,HV LOCK ARE ALLOWED I ') WITH{21 ARRANGED A $ METRICAL LAYOUT. MUST PENETRATE 3c 1" a USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4' 1 3/a•x s f/a'■o.o3s•TIfICK u:�. E16STING FINISH ' 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1.373' �coir.OAW.STEEL TRAC01'.5c ctWINFA., AS APPUGAbLE , i, f CENTERMATE. a� 250' ASTN A-653 GRADE.LRa.D-W i GALVAfx2E0 FASTENED TO STUDS 16x1/r TER SCREYvS O11 430 .,INTERIOR a EXTERIOR FACE o 6'o.c. 0 s' 1 n 1/4-0-20 THREADS c '; - •I I` BLADE SLACK DETAIL HVF IS ALSO VALID FOR " 43 �„[•4 0 ELCO CON5tRUCT10H •-+,1 DCS , _L _ ,J2• 72 38 CENTERMATE 21 APPLICATION WITH BLADE lD PRODUCTS FAR—LLOK HD 43b ,"6'x 1 1/2"x 0.035'THICK ?-VA)t1H§ LTp 6 O.C. &G,ASTM A-653 GRADE aD COMPONENTS Mtn.G-60 GAx.V,STEELT' MS WA HEADER/SILL INSTAL TION _ METAL STUDS AT 16.O.C. Min. —LL ! 4-�-- EXISTING fAllSH AS APRLtCADLE SCALE: 3/8"- 1• (TYP.TOR&BOTTOM) w — I';,':y.•+IiI +I!iI r —^. 1i'. ) I 7 ,• ..� «, -. - I _ I I ,r. SYMMETRYC,A.L :.°;.I{i' I;I.; :i. Y I1 T Ii JAOw1 N/3,VjCAa2ti')QPE66D x1/4-x /a-x Ttf0xE.D03s5cRETHICK oS rMin, STEELTRAC CHAN76 NEL T -TMExISTINc GLASS CMan.C-6o To STU SYMMETRYCAL M+. EAION VARIES MATES W2. INTERIOR EXTERIOR FACE4304643cCENTERTo GLASS'CENTERMATS W/.' (SEE SCHEDULE) Ma SIDE INTERIOR SIDE 4 --- --------------------------- ----_-- -- --- ----------------------------I r------ — ------------------ ------- -- ------ - __ — ---- --- -_ -------- 61(1YP.) IN 3 (6"Min.) IN ¢ ----- ------ _-- -_---- -- - 24 ----- -__- —- ----- - --------__ _--_-- -- ------- ---____ ---- — -- ---_ — --- -- __T�----- �_--- --- - - Q --_ -� 1 21 1 r21 121 21 -�= e.ocAT D AT12 _ HV HEADER/SI ENDS VIEW Y t `t'J 12 3 1/4'(TYP.) (6.Min.) 7" 4 6 1/2'MA{,SLACK *� SIDE CONNECTION TO TRACK j2' Fes/ IVB BLADE SLACK DETAIL HVF JJYC FLORIDA BUIlD1 CODE lion High Velocity Hurricone Zone o2OT7 TiLTCCO.INC. 02017 EASTERN MEAL SUPPLY,INC. T�1,I•'P� P......°.0��� �� ETH H TM A S S A Accordion Shutter System 1 �' E O I P)C• / r r H.Y. BLADE#1 W/OR W/O H.V.NINDOWBADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EV.x OCSCRIPnOR DATE DRAWN Or: L.C. 6353 N.k.3atR Si.,Ata.303,NRC�hhA G+FDatS,fLDFAA 3354 Association, Inc. I OLD 15-085 7/27/1DATE: 07/27/17 � T 1� Rhnna:(305}971-1530.Fax:(305)871-1531 4268 Westroads Drive 2 7'�'•. ,cl+t a-maa,1u1«000axom West Palm Beach, FL 33407 s DRAWING No ,r�;`.,COtitO,,: �� ,1 ED-000671D 17-107 qq aa WALTER A.TWT Jr.R.E. P.E. SEF RE'DATE FLOROA LIG f 44167 5 SHEET 5 20 OF 20