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HomeMy WebLinkAboutProduct approvals • 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 8'-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_ 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 HV1 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 fdeM 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: FOR 9 M https://floridabuilding.org/prlpr_app_Otl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 GENERAL NOTES: 1,BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P:EAL)HAS BEEN MIFIED 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, RRESINSTALLLED SSA OSt RE"ONAL�FACTORQ-0.05, SING ASCE 7-10 AND ABOVE MENTIONED THE AMAXIMMUtM WIND SPEED EDEESIGNOPRRED ESSSURE RAATINGS INDICATEo ERE SHUTTER WILL TABLE U� CONTENTS ON SHEETS11 THRU.15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALT.BE FIRST REDUCED TO&SD,DESIGN WMD LOADS AREA 1: HV BLADES BY-MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(0.5.0)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 S 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. SHEET 3 44 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEOUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER SYSTEM COMPONENTS Z1- ATL REPORTS: TYPICAL SHUTTER ASSEMBLY SHEET 4 TYPICAL WINDOW BLADE &WINDOWDOW DETAIL -HV GLADE(!) 10214.01-03,10715.01-03,#1004.01-05,#1214.01-05,#0317.02-06,#0609,01-10 AND 10210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE(D AND HV WINDOW 13LADE CtA� AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&81220.01-10 AS PER TAS 201,203.&203 PROTOCOLS LARGE MISSILE. (4YHERE APPLICABLE) -HV WINDOW MADE 0 10505.01-08 AS PER ASTM E-1886 AND E-1995(MISSILE.LEVET.0,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2.LTV$LADE#AND HV WINDOW BLADE 0 ARE ENGINEERED 70 WORK IN UNISON WITH EACH OTHER UNDER THE GENERA.U1,13ATK1N5 AND CONDMONS OF USE INDICATED ON SHEET t9 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA HN.ACCORDION PINS(W SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2.75'AND N14a1.75`RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksl YIELD STRENGTH AND 180 kai TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERfdAIE ALTERNATING DETAILS ITV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE FIV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET'S 2 AND 3, MINIMUM YIELD STRENGTH FOR 8063-T6 ALLOY iS 30.0 ksD AND 35.7 kai FOR ENO CONNECTION DECALS 1-6,U`ONCRETE/BLOCK SHEET 10 fA BOOS-T5 ALLOY, ANCHOR SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN$0018 WITH 50 ksi MIN.YIELD STRENGTH AND 00 kai MIN.TENSILE STRENGTH, ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 S. BOLTS TO BE ASTIA A-307 GALVANIZED STEEL,OR AIS1 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH, ANCHOR SCHEOULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPEG6ICATIONS:HV$LADE a: 12.13,14,15 AND 20 MSTALLATION DETAILS M-R,WOOD SHEET 16 TEV BLADE Q&@ WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X.WOOD SHEET i8 S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM SEARS A U.S.PATENT 18'739,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN,MOLE OR IN PARE BY U.S..PATENT#5'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 0.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK 3' WIN OW �'� , ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOT£.DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HV AND NO AREA 4• HV WINDOW BLADE ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND NO LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION,SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS.METAL SKID WALLS SHEET 20 PLACED FOR EVERY OPENIND,LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTAUATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING REGULATIONS 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 SITE CONDITIONS DEVIATE FROM THE RE.D. (ti)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE MIO INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P_E.O.,PROVIDED NE/SHE DOES Not DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS OETAILED ON IRIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (a)THIS P.E,D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (dl SRM SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(F-0.1t)FOR THE PROJECT INTO WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RF-D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P-ED.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC GRAWIHGS FOR REVIEW. - - - (6)ORIGINAL'P.LD.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED fr. FLORIDA BUILDING CODE(Non High Velocity Hurricane tone' LW41 . ............ JET''.T, 02017 TIL ECO.INC. X, 02017 EASTERN KETAL SUPPLY,INC. \r s : cEt4se.. �..�.�.� ERT TM '\ ice' Accordion Shutter System 1L E C O INC. ■ ■ ■ HY.aLAneT W/OR w!o LLv.v�taoarA SLAM ` r �6\ y American Shutter Systems [V.N DESCRIPTION DATE DRAWN BY: L.C. TILUT TESTING & ENGINEERING COMPANY 'y� % `S Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 T `i/ \\ 8355 N.W.JSG3 54,71 106,t1R Pa.0A94DE0 1-15,0 3318 . R Fhane:(SOS)tT7i-1530.FaY:(SOS)871-1931 t Pa Beach, L 33 a DRAWING No W o-a+aT:tltecooea.cwn West Palm B6GGb, FL 33407 3 � 1' EW ED-ODO6Tt9 �"1�7 '=-TSS/MALL o" WALTER A 71LUT r,P.E. f1.ORUA Ue.#44163 S SHEET P.E,•S`i`1tt �tFs�iA1`URE/QATE 6 dF 2C1 VANES 4 J37 4 S. STARTER HV SOLID BLADE (��HV UNIVERSAL FLOATER (�)HV 9(rZl8G OUAUFIED FOR USE W1 COVERED UNDER US PATENT # 545s?79 QUALIFIED FOR USE LV/ HV BLADE01 (�)HV DIRECT MO W SLADE(D i7 pI HV WINDOW BLADE 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE 6063-T6 ALLOY AND TEMPER ✓ BLADEnl *SEE L1 DNS OF USE OF GLAD ON SHEET 19 63-T6 ALLOY ARb TEMPER .3731 60 - TEMPER a226 11500 124- 70. 3,655' 72 s4a 'q q 4.8517" aq 125' --------- 7. (7Z)HV ADJ. ADAPTER WILIP -J.920– 1.375- QUALIFIED FOR USE W/ HV H V WALK—OVER TRACK liY ADJ. GLADE(b QUAUFIED FOR USE W1 HV (�)HV TRENCH TRACK Ill TRACK LOY A BLADE I QUALIFIED FOR USE W/ KV QUALIFIED FOR USE W HV 6063-16 ALLOY A 0 TEMPER SLADE 0 ON'I.Y. BLADE.I 6063-T6 ALLOY AND TEMPER —QUALIFIED FOR U E W/ HV 63-T6 ALLOY A R VARIES 81-ADE I t VARIES 1.936' 6063-T6 ALLOY It TEMPE oar Q 'kow .125' 0. ctu 670 'k 60 qI IT C 6701 1.686- 670 1 e ----Ii 3=-- QUALIFIED HV HgADER/—SILL '13) H Q- CEILING HE HV CEILING HEADERFOR USE HV BLADE ONLY (UL' 1Q1U 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W1 HV (f4) HD WALL HEADERISILL Q FIED FOR USE W/ HV BLADE ONLY. E(D QUALIFIED FD� ��E"W/ W SEE SECTIONS FOR VALIDIW) SECTIONS 0 USE "/ "V LY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY. 6 TEMPER X MIX x WIN.Y Mu t COMPONENT A a TI X Y t Y - y. 2' 2- 10.125 1* 1* O.C62* 2- 5-MAX. t/8- 1/6' 3- .3- 10,00 2' &*MAX. 0.102" W92" 5 DE ANGLES (20,CORNER POSTS OUALIFIED FOR USE W/ RV ALUMINUM ANGLES tfi 7-MAX. 0,190' 0,190* \,ZDALIFIED FDR USE W/ HV BLADE i OUAUFIED F%USE W/ HV I I --, BLADE(D r;t) MAX. 0.139' 0.131' 606 ALLOY AND TEMPER -76 A BLADE I ONLY. -IS- ?-!- 6063 T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone, IIIA. 02017 TILTECO,INC. @207 EASTERN METAL SUPPLY,INC. ............5Q;!,- BERTHA-HVTM- ACcordion Shutter System Z I ZTEcotme. \ A.S.S.A. KV. MADE#1 W/OR W1b KV.WNM BLADE American Shutter Systems RD.N. DESCRJPtION DATE MWN Or LC- TILLIT TESTING & ENGINEERING COMPANY Anoctaffon, Inc. I OLD 15-085 CAW-- 07/27/17 su.30S.MKINU WOVIS.ftORN 3315- AV% -'— Z' 4268 Westroads Drive 2 = i4� !� DRAWING No 30$)871-15JO.F..!(3D5)071-1531 Iss M. West Palm Beach, FL 33407 3 70.......... F.E. 4 17-107 xq"", WALTER A.nWT' it FLORCIA Liu-1 44167 5 SHEET p E/DATE 6 2 OF 20 4 _A5X_ .,745. 604'm me CAST jaL4: OVSIN5 Ef"" 44�D2LJ� ME CAST P&NTM /-HOUSNc Da-cl. YqD P© ai . SAKEO PAINTED 10 0 * 1 7-70 'GRESS NPN 1040a 2- DER KEYS jMR0V (CHROME ftATEP) HV LOCK HV EGRESS LOCK R USE CENTERMATE A ONLY QUALIFIED FOR QUALIFIED FOR USE W/ HV LIALIFIR HV E W/ HV BLADEQ& I LY CUP2I HV FLOATING CENTERM&TE 063- ALLOY TEMPER ED FOR USE W1 HV BLADE(q&U W/ Hv ONLY. BLADE 01 & ((�)ONLY. 6063-T6 ALLOY AND TEMPER 23, H V CORNER CENTEEMAIE 7 74. QUALIFIED FOR USE W/ HV BLAIDEUI 014LY T-2w Ok. 518- 4' 0063-T6 ALLOY AND TEMPER PLASTIC HEAD 11�7&* . MOLDED T � % - 2479'4.045*1.7sy 01 2 SCREW XT 60"AFTER RIVETING 2i cli RIVETING EFORE W 01. 1/4"0--20 x .3/4- S-S. THUMBSCREW 1/4"0--20 RIVNUT* SERIES 9444 ALUMNUM(202*-T3 ALLOY)LAMBE RANCE THU SHEET RUTSERf,PAIR 1(1920,AS MANUFACTURED BY AVDEL CHERRY TWORN,PARSIPPENY,NEW JERSEY 0705*OR EWN- PNMT MONT FI.&A"MON HV MALE "T" LOCK CENJERMATE @ HV ALTERNATIVE LOC "T" "T" Lo r, CENTERMATE Hy "T" LOCK -K a. H L LOCKER FOR LOCK CENTS QUALIFIED FOR USE W/ HV SLADE ONLY V-t MALE QUALIFIED FOR USE QUALIFIED FOR 6063-TS ALLOY AND TEMPER Q) - USE W/ HV QUALIFIED FOR USE W/ HV BLADE(DONLY QUALIFIED FOR USE W/ HV BLADE6063-T6 ALLOY AND TEMPS 01 ONLY BLADE ONLY, 6063-T6 ALLOY AND TEMPER p W/HV SLADEONLY. 3.161 2. CYLINDER OR .063 .214' KEY CYLINDER .545- o 0.676•Mtn. 125'M... 3i 14D CENTERMATE W/ NO LOCKING ROD C; IJI) CENTERMAT W/ LOCKItIG 80 - QUALIFIED FOR USE W1 HV BLADE is ' 6A OUA 6063-TG ALLOY AND TEMPER UFIED FOR USE W/ HV BLADEW& UA HD CENTERMAns INSERT ... ... 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(�)& EN 2911 -205-OR 3/6'-- j 1.1 6063-T6 ALLOY AND TEMPER THUMBS 11/2- -rCYTHOMLINDOMIURN (SEE OETM$ ? 0 OR KEY 1 "78,Ha., 15 1�57 Ulm 1#57111. CYLINDER LOCI(i�Q RQDZ�� 'i 1 1/4 ,y TACK QUALIFIED FOR USE W1 HV BLADE(j) 110— MORTISE-LOCKS-SERIES-2333-HOW Ecur-wlx 6093-TS ALLOY AND TEMPER C6! HV 3& -1 -ACETAL H 20 AISI 3Q4 BY REGENT HARDWARE L LICK WILL REQUIRE A ,/I HOLE THUMBSCREWS VERIES S.S.-THUMBSCRENS QUALIFIED FOR USE iif/ HV BLADE 01 & S I QUALIFIED FOR USE W1 HV SLADE(,) FLORIDA BUILDING CODE Non High Velocity Hurricane Zane DVILIN ;EDMENT L-jUAIJ LED AT TRACKS FOR PROPER FIED FOR_VAI�,yj�_HV 8 e, 02017 IGEN TILTECO,INC. 02017 rASTERN METAL SUPPLY,INC. .... BERTHA HVIM Accordion Shutter System A.S.S.A . BLAM RV.#1 W1 OR W10 WIN BIAX *-7: 7 . RVTILLIT TESTING & ENGINrERIN G COMPANY American Shutter Systems ttv.Ito DESOUFFION DATE ORKWU BY. L.C. Association, Inc. I OLD 15-085 2!aY2 041�, 07/27/17 6355 NA J$1! SL,M..101.MRMA CAD-31 p -- 4268 Westroods Drive 2 STATE oF A S.FIAMM 331U L-j . 1 *30.re.:(30)071-1531 A I DRAWING No iog " .-.Z West Palm Beach, FL 33407 3 ORO, E 0 6710 4 17-107 1ALTERax 71WT 0'.pl P.E.-SF FLORM L�-If 44167 3 SHEET 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR vwt HV Q HV 0 4@112 TO 1 S.WE TLEM WDE p 9625" 1 l HV BLADE 1 E40E 1A '1875, HV t41 WY!BLADE `BS-2S* .66267' @ 14V BLADE IA BLADE'S 1871 'Y @ HV LONG RECESSED NYLON BUSHING BUCK D625 3 HV SHORT RECESSED NYLON BUSHING FLAT PORTION RIJ A OOR 0 k I HV NYLON HAT WASHER 3!to* ."(DOR (g -7-4 HV WHEEL CARRIAGE: AISI 302-303 SERIES I !� i 4 0.870-x3/16- THICK NYLON WHEEL. 2 7/8-M, i CLEAR 010 0.188"0 AISI 302 SERIES S,S. RIVETS SEPARATION 1750o' BETWEEN 0625*1 06 BLADE , 25- @ HV 1 3/4-ACCORDION PIN W1 #8 HEAD EXTERIOR :L C 5'3/4" S ON 1 NIERS OPENINGS 47 5, .75w HV 2 31e ACCORDION PIN W/ #8 HEAD 5. g _2 1/4- CLEAR POLYCARBONATE IMPACT RESISTANT "v WINDOW ImIzEll TYPICAL HV WINDOW BLADE AND ARK POLYC NEE HV WINDOW DETAIL _ (DOR or NOTE 1011 (DOR POLYCAREQNATE IMPACT RESISTANT HV 2IND43% BAYER MAKROLON 3103 POLYCARBONATE t I2Min.C ICE RESINS, UV-STABILIZED GRADE OR SASIC 1; EES AT EXTERIOR BLADE KNUCKLE FOR BLADE ROTI M INNOVATIVE PLASTIC LEXAN 103 RESIN UY PIN REOUIREM 0 (SEE NOTE 7" ON SHEET 19). R (9 H 0)Hy(14 (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR N BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR POLYCARBONATE SOURCES FOR 44 HV (9 BLADE. P EXTERIOR TICAL SHUTTER ASSEMBLY TIMNL FPAPEAUCS N.'s, HV F AT A —AUA I" R _� EXT RIOR MAY BE USED IN LIEU OF AND ONLY AT (2) HV PIN M V SLAD25 CK KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV',:/ (SEE NOTE * FOR wiCSIC CRAWf AVIA07v2 "am!' 0.043 Ibm BLADE WHEN CORRESPONDING TO INSTALLATION "ll". SHEET 7. 3 REOUIREMENTS) FMVLAL 53RD41"AT MIA ASN WO 12,5130 p,o L 1,%4w PAL THICK S.S. WASHER I' UPAL UGMMVS AM I'M p..1 (3) HV PIN 0 OR @ W/ 1/2" O.D, 1/16 > SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET Mon 000 ASIW 0054 111 FT-ml17",'m FEEL CARRIAGE DETAIL SUOXE wmv ASM 02843 47.2 X eks%U. MB #PELY LAYOUT fiAlt or ou ASN 06" C'I CLASS C-1 CLASS mr"w" AM 019" 1040 M 9102,0- Baso J) HV BLADE SOLID HV WINDOW BLADE DETAILS RAME 6461F A-1. eu 0 N.T.S. "11011111A"'. k T/I N FLORIDA UDI CODE Hon High Velocity Hurricane Zoni, . 11AF. ......... ..E " 02017 TILTECO.INC. 0 2.017-EftTERN METAL SUPPLY,INC, BERTHA HVTM EC Accordion Shutter System M 0 mc. IL A.S.S.A. KY.BLADE#1 W/OR W/O RV.WINDOW,MAX American Shutter Systems cv.N. DESCRIPTION DATE DRAWN BY-- LC. TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 2IL2� DATE, 07/27/17 X $355 fM.Mtn,St.,S14.303.MR=%CAROMS,F10ROA J31" 3 E4 5 Phone:(305)871-1530,Fox:'(305)871-1531 4268 Westroads DrIve I -co. ............ .—ol.tMe.-Ce.Leom West Palm Beoch, FL 33407 3 —DRAWING No WALTER A TILUT Jr.P.E. — M-WOB719 4 17-107 FLORCA.U.It 44'167 SHEET P.E. SEAL/SIGNATURE/DATE 6 4 0F 20 �-f;- T. OCKS AND CENTERMATES: A 0 C G - N N S T U 4�^L�� 1. NDATORY CONbiT14N Jt: ONE HV LOCK 1L.1�1 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN SHUT, OR V 2 A�OVE OR BELOW FOR SPANS UP TO IDS".AND PORISTALOTIONS AT ANY T ME&. W LOCK or j MAY BE USED AS AN INSIDE OR CMIDE LOCK,ATTACHED 0 00 BE in 11 n 11 k nif I hrif I n I I n I I n I n CENTERMATES WI(2) 1/4-0-20 X 1/2"LONG FIAT HEAD,S.S. M.S.LOCATION OF LOCK SHALL E AS INOJCATCD-� SHUTTER ELEVATION. 2.OFTIO" el" I,IF'DESi OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS TO CENTERMATES 12:1.; N f� �jg USED W Q_1 ( Sj; LOCKING RODS ARE NOT REQUIRED AT MANDATORY .9.04 HURRICANE POSITION, OUT M - TO ALTERNATIVE DEVICE •TAY ALSO @E USFA AT STACKING POSRION (NON HURRICANE POSITION). 4, BQIiL.t�2.ONE HV LOCK 5HALl BE USED AT CORNER C R ANY SPAN AND INSTALLATIONS AT UTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE Yf/2) 1/4 91-20 x 1/2*LONG FLAT HEAD S,S. M.S.TWO LOCKING RODS IF AT TOP&00 OM SHALL BE USED, LOCATION OF LOCK SMALL 11 INI,),ICATID ON TYPICAL SHUTTER ELEVATION. LWIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SH. ON SHEET 12. LM a AITEIINATE TO MANww PNW" 11 010 ONLY MR W , At STMMETRIQQ rS7TM*RUA1VM 0 (,11,1E ALTERNATE W LOCK T MAY BE SE IN LIEU OF NV LOCK qt or qq FOR ANY SPAN AND B: Bffi�_n S L E IN AT ANY ELEVATION.AL ERNATE LOCK MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT goOF 1/4-0-20.3/4-S.S. THUMBSCREW TO 0 OR 0 CENTERMATES SHALL BE MADE VI/ 1/4'0-200/4' ALUM. a- a11h RCVNLfr AS SHOWN ON SECTION WE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 Of SHUTTER SPAN OR TWO t LOCKS AT 1/3 OF SHUTTER SPAN.v S.gr - 'ffeNDMON 43 FOR KEYSTONE MOUINTINQ INSTAUXIMNS, ONE HV LOCK 0 or(a or @ SHALL BE USED AT 1/2 SHUT"SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 1(1 It I IIII I I lilt III it I I I fl. 11 111 111 TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION.W LOCK 6 or 03 or a MAY BE USED AS AN INSIDE OR L(1t OUTSIDE LOCK.ATTACHED TO @ or 0 SYMMEIRIM CENTERMATES W1(2) 1/4'-20 x 1/2*LONG FLAT HEAD S.S, SEE END_j U.S. LOCATION OF LOCK SHALL BE AS INDICATED ON'TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS(&W/ CONNECTION Olt @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON (> SHEETS 10 IS TYP. FULL *NOTES ON HV_"T" LOCKS AND CENTERMATES1 HEIGHT. ve,D MDT" OF CORNER 1. umpaplig coupynw il VALID ONLY FOR W_ AND CENTERMATE 440190NEI��'T' LOCK e ILI MAY BE INSTALLED IN LIEU OF HV LOCKSQR FOR TINY SPAN AND @-O-@107 -C8 @ INSTALLATI AT ANY ELEVATION,ACT NATE LOCK @ 'NT R JAAY BE USED AS AN INSIDER ;__010- OF LOCK 4 INCLUDES USING RVNF( R . AS SHOWN ON SECTION HVG,SHEET 9.WHICH MUST BE @__ or CONNECTED TO CENTERMATES 0 AND�,W/ 1/4'0-20 x I Ilr LONG S.S.THREADED BOLT W/7/a*0 x 3/32' WINGNUT OR W1 1/4-0-2091- SS-M.SINTO A 1/4-Ox 5/8'RIVNLIT.JLOCK MAY BE INSTALLED AT MIDSPAN OR 12- 70 ig-(6)-(D7 I @ MAXIMUM ABOVE AND BELOW MIOSPAN. USE OF TWO LOCKING RODS 0 TOP AND BOTOM IS MANDATORY. @8 (C3)-0-@-(1:�-63 *NOTES QN HD LOC 2 81 CEVEALTERNATE..LOOK (_'a W/NO CENZATES M OR(34 wz(32; :ONE ALre MAYBE USED IN LIEU Of 8MA U 0 TYPICAL (f) HY BLADE SHUTTER ELEVATION HV t. HD OR 0 FOR MY SPAN AND INSTAUATIONS'AT ANY ELEVATION.ALTERNATE HD LUCK Y E USE AS AN INSIDE OR OUTS,a$LOCK.ATTACHMENT OF HO LOCK TO(g IS W1 3#5..3/8'FH, S.S.MS,,AND INCLUDES N.T,S. REINFORCEMENT INSERT AS SHOWN ON SECTIONS 1411111-FIV6 AND HOC-HVC,SHEET 10.LOOK MAY BE [WALLED-AT— MIDSPAN 00-12*MAXIMUM BELOW-OR A86VE MIDSPAN.USE OF LOCKING-Rodt7 A FLORIDA BUBDI CODE(Non High Velocity Hurricane Zone: 02017 ULTECO,INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA I' TM F Accordion Shutter System A.S.S.A a N.Y.ULAX#1 W/DO W/O KV.VAMW BLADE 14. DESCRIPTIONTILLIT TESTING ENGINEERING COMPANY American Shutter Sysfems N.W.3fitk St-3w309,MAGNIA Chww,FLORZA 3716Association, Inc. OLD- 15-085 M�27717 530 4268 Wastroads Drive 2 -DRAWING No II00 4�I.. WWest Palm Beach, FL 33407 3 17-107 lVNAT» ,Iii WALTER A,T1wT Jr,P.E. SHEET p w# NRO"L�_1 44167 5 E. SEAL1S1URE/DATE s or 20 NCRETE ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE —_ CONCRETE SHEET 13 REQUIRED 1/4'0-20.3/4'S.S. REQUIRED ) CONCRETE ANCHORS llACtiINE SCREWS REQUIRED � "'^^�„ ; tvp �! r IS SCHEDULE ON CONCRETE ANCHORS 1] f 8 A [YSiPvC(SEE#MUNuRN ON SHEET 7 ` �) ) SHEET 13) NU39 fl 12'O.C'. {SEE SCHEDULE ON SHEET 13) ( „. 1. _ t 2 DR t 4 iN1n. 1lt'o-z SCREW S.S. MFn -�- - _ EO EA USING E SCREWS - - { 11� Ct INS O.C--20 NUTS 1 E,D.• ii ,250'Ma.. " 13 aR 15 13 IR )9 (�' +' ♦ 250` IE.a'x I .2Sp'Max. D r `nI , t 1 E l „•. I I I! E.D.• ' I, i!-----( d , OPTIONAL I, ; ' OPTIONAL 10STARKION Q C r L1 f ' �♦ ° MIN.SEPARATION TO CLASS }^t M aA D OR i i ON 9w 14 t r (�, L i EXf�7 •-•�"'",--(SEE SChEaU4E ON SHEET 11) N , pOSnfiC ) a74X.±$Ih ` MIN.SEPARATION TO GLASS f ASS GLASS—, XISTINC {SEE SCHEDULE ON SHEET il} G"`ss—' 1 A A @C QN HV WALL HEADER INSTALLATI HEADERMHV WALL HV WALL HEADER INSTALLATION ( KEYSTONE EXT50ttC ,_._. 1- •----- umL&EPARArION TO GLASS r+ CL&S" Mtc SEPIlYA91R+ i i t ( '� j i i, 1 EXISTING---j (SEE SCHEDULE ON SHEET 1 f) i 1 i Ta WA ,!J�R `V MSN.SEPARATION TO GLASS GASS L-1` IXt�trc i ! (SEE SCHEDULE ON SHEET IQ— MI t} QI 9w tog I i F 4PTIQttAt 9V[lS�ht $ EXISTING w"� I y GU+SS--� CO• t I i 1/4'Matt. ,.E.D:4 "--"__.. MOr, OPTIONAL I'+ I 13 OR f 5 E.a•f I I I E a , —I ___V EO EOJ �Lj13 OR ( f - 12 OR 14 t!4'a-20.3/4'S.& Min. £QTEO]4 P114L -1 TRUSS HEAD , ` 1/410-20x3/4'S,S.PHILLIPS a f \\ f 7 f MACNiNF SCREWS USING �__.. CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS FFNCHORS t' 1/4--20 NUTS O 12`O.C. + (SEE SCHEDULE ON W! 1/4'-20 NUTS 0 12"C.C, POURED CONCRETE J , (SEE SCHEDULE ON SHEET i3) I Min, POURED CONCRETE SHEET 13) CONCRETE BLOCK — t 'LIDNCRETF ANCHOR$ OR CONCRETE SLACK ._...:1:�r REQUIRED W REQUIRED HV WALL SILL INSjALLATION (SEE SCHEDULE ON D HV WAS SILL INST L�1 CATION REO CONCRETE SHEET 14) OR CONCRD€F DLOCK WAC.L REQUwEa tc1 HV WALL SILL INSTALLATION tiM FDR CQj�i(ATNON AF S,Ec:nayS: �1 INSTALLATION D ETA l LS W I-SEE SHEET 4 POR TYPICAL SHUTTER ,E.0.-EDGE DISTANCE _ ASSEMBLY ♦ SEE LIMITATIONS OF USE FOR 1 Ll\/ BLADE }I A�.1'_� -...- 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE l ON SHEET 18 \.{J I-I-Y B L E IN-ANY-WAY-TO-SUIT-ANY-INSTALLAUDN.' !AIt ri FLORIDA BUILDING CODE Non High Velocity Hurricane Zone` �1 ✓= 02017 TILTEGO,INC. @2017 EASTERN METAL SUPPLY,INC. 9 13EMA RVTM g� Accordion Shutter System ■ ■ ■ ■ KV, RADE#1 W/OR W/0)(.V.WINDOW BLADE �04 TILLIT TESTING & ENGINEERING COMPANYAmerican SMufflBr Sysfem3 EV.N aC30R11RON aAT[ aAAMi 9Y LC. '•., ,� N..W.3x0.St,Sts.305.tiRCRA GMM$.RLVWA 331b As84atIIfiart, IRC. 1 Ola 15-085 Tj7?j1 dill: 07/27li7 Pnano:{305)971-1'J30,ru.:(303J$?t-t5S1 4268 Westroods Drive 2 DRAWING No z L$'jON.... a ,1f < nay:Lal�saflmcom West Palm Beach, FL 33807 S 17-107 TNGNo �'I yrr�rrrrrrr,'•�r, WALTER A U,1T Jr.P.C. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA uc.f 44197 SNQL OF 20 CONCRETE ANCHORS �- { r POURED Jxrt -AM(SM CONCRETE(SEE SCHEDULE ON SHEET 13) SDTO E[A,MEOq SCE ._- r��`.."..�� � EXISTING +' i SCHEDULE wTP7 REQUIRED EDGE OF 1t ;ND r GLASS---I anrE.ELT 1t) / t 'E.0« r APPU IF EXISTI %EQ EQ lJ:TANCHOREx6TINOr+ r r GLAss LOCATION r I $10x3/4"HEX WASHER HEAD (� 1'1 OR t ORt 3/8'UN. UK.SCREWS0 12'Q.C. .c�' EDGE OF CONCRETE ANCHORS $ F I i - 7 (SEE SCHEDULE ON SHEET 13} EQ r f0 � . - a+. APPLICABLE EXISTING I I i + +. EDGE OF SLAB IF GLASS---` ++ i I IF Sl�AE6 OF -.__•� F" � r+ EDGE Of `� r APPLICABLE I j--E.Of uJL`.�ARATiCN MPUOA9IE E 0 tl ,� APPLICABLE IP RED -.�,,.-__-. � POURED FLAT HEAD CONCRETE ANCHORS I$ate twTs�¢t7 / GG RL7E E.D. - GQNGRE'tE 11 FOR 9gX'.tD 5a y POURED--/ -` R LgRED REQUIRED (SEE SCHEDULE 4JJ SHEET 14) SHM 19 F'EAi HEAD CONCRETE ANCHORS �.ussa4 A T ( CONCRETE D." E.O." (SEE SCHEDULE ON SHEET 14} (� TENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S_D. � F I HV FLOOR INSTALLATION + HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER i SCHEDULE#3, SHEET 11 HV CEILING INSTALLATION _ 1 ExISTRiG + CONCRETE ANCHORS � �# -_.k+s TRY ... r�T { 48Ei stslbtin us'^'--- ro�JAsS s I --"�l y (SEE SC14EDULE O,Y/ ca parr IU SHEET 15 11 re Irw L qxx g N W/ EXISTING + ' EXISTING^'^'{ i 1 EXISTWG +,`. AMAN=7NRFlDfCRN i j4• ^^-+ uN.smARAtgv JP GtASK G1A5'S-'-I V TE000L HY ORI 0 POAM I i CLASS GLASS '"-I{su s [W[cn Bract»T 'I--^^- t I eASiENERS TAPPER-AJICtgRS w/ MAX, "`��i' ', * I _'1 J3 JtfD[➢ imN1Ci� 4¢f�t I 13/+'DCN.N8EOUDn a 6• 6 ( 'J O.G.FOR UP 0 6'=0•SPAN AAYJ Tri t 4' 4-DO. W >tLY r j } SFN,MIi AT (SITE IENEH triJ E"Y MAX, k IXRE _ I C f -'j $TOz3j4"HEX{ p« 'aEET ti ErOR EttaTAT;96}� 3J8 I1/2 MAX, i + 3 OR 1 i WASHc COTrr. R HEAD i ...� �...,,.__.....� R ...�•- I i I I TEX SCREWS 5;.s:ANt $14x3/4' HEX HEAD ' I i 31� / D Y3'O.C. f T 3/8", i .,,,! . I t I r I'I t if1`Y24r3/A•SS 4S TER SCREWS 0 9'O.C. w ) LLL......... OR 1j4'0-20 S.S.M.S. I Ct#JCREtE ANC)RORS _ 6 .n $t<u3j4`S.D.S. Uw.*G 1/0-20 Nuts W/NUT 0 9`O.C. i (SEE SCHEDULE tlN i �' 'J . 0 9"O. C. i J2 Max. ,^^ a 12.O.C. L 1 SHEET 1#� f i j •• / EXI5IIR2 NON STRUClURAi In. 1• I 17 2''0G'MIM. wAtl TRIM(DECORATNE I s ! ,- i 1 , EDGE OF �" .` \._/ :_. � '1"•- E.D. iR4.} j 'r r STA$ IF 1 + ,� $14x3J4'F.H.S.D.S. RURL I J/B' J APPLICABLE ;" � u S.% 'O.C. I" t —POURED CRETE CONCRETE ANCHORS E NOTE T D} Si _ POURED CONCR (5EE SCHEDULE Oti ON SHEET 1 5EE NOTE 13(b) OR CONCRETE CK SHEET Y4) POURED CONCRETE ON SHEET 1 AEQUIRED ORCONCRETE BLOCK Qj KEYSTONE MOUNTING INSTAL TION PTiOtW, POURED K 00 $ MkI Mlfu DES"tPRESSURe raA;T2 Pat CONCRETE ( HV WAIL }SLK—OYER fNSTALLATiON REQUIREd INGUARD INSTALLATION tt THIS t NOTE FOR I.. « E.D. EDGE D-STANCEMOVABLEINSTALLATION ORMED 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13} �! €✓{T TSHALL BE D AN OPERA&Lf EXR k SEE LfJA TATI0N5.OF USE FOR ASSEMBLY__.-- -..._ OR ENTRANCE BLADE 1A QN.SHEET 19... -INSTALLATiO'N DETAILS ._W;/-- HV BLADE 2- -aUN1iN0 SEET�DNS CAIJ BE CQIdBINED FLORIDA 1�t p!' �y �� CODE ff ♦� IN ANY WAY TO SUIT ANY INSTALLATION. �. 1}tJt �'" '"�` i I,^ORIDA OUILDIi'Itj LUUi (Ron High Velocity Hurricane Zone, 111 .•• , �� � Y4 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY..INC. i ■ o _,_,� B RT�VTM a I�T LTE C 6 ,, ■ ►■�■ Accordion Shutter System H.Y. a"{fit W/OR W/O KV.WINDOW BLADE ~ pp t4 11 TILLIT TESTING & ENGINEERING COMPANY A1i76/{CQtt Shutter Systemsrv.N DESCRIPTION DATE MWH er. L.C. :' y 5� 6355 R:W.36M SL,Ste 3C5,MRGrM OARDEN'S,itAR�AR STSD AssOalttttaRr Inc. T 0L0 i5-OSS JJ2)/T DAM 07j27JT7 1 Phone:(305)071-)530.To.:(3Ds)e71-1531 42&$ Westroods Drive 2 / '"""' �1 J711 e m:UR0000 k— West Pntm Beach, FL 33407 3 DRAWING No O pLA� rrrl WALTER A W671J+.P.£: 17-107 4 P.E. SEAL/SIGNATURE/DATE F° '`L 4`.167 5 SHEET 6 7 OF 20 ALTERNATE. LUATTION " " O 0 M " " O SER S 8 LOCKERS BLADE SEE END COF1NEMON DETAILS ON SHEEr5 10 A 18 INSTAL T#ON (1) HV BLADE ouT IN '�f °' CLiss { etAOE� Wf HD CENTERMATES n f 5[AGN OCTAR.Nor,tNOltAaEO aN SHEET 8, I O � AS NFLL ASUNNERSI.L OATV G RtNAC(SJ DER L m lnxR . a Pi('f• 7 M a 10• a• 0#L"GTE3}ON 1145 5N£Ef.YAY EE UstO wIFN TNS ALTERNA arwL INNy,$NWIN aN su[n. SEE DETAILS ON SHEETS 10 A O el xs Arme1M..TNMa t aro' A f`a cavcwae ' --.- (ontiar�LJ ____ 4* tOPtwrutJ {4Ntor/rsS To ( 4100//a sus o rz' __ _ _"- - AI E"'EM,{nn) I G.4 FULL L 4w, # '� (4)N.V. IN (4)N.V. f wx stP.t*AtM+ 5 3 30 LOCK T(1NSIOE) 1 Pigs(rm.) sY4. Pans(TYP.) \( Iso SI av rNrar 11 t - - 1...__ �3 1 eI. wE g 1 2 29 t -s , a3 5 �( OUT 31 CR 2 * 3g 31 aR3�2 31 aR3�2 36 31 DR 2 *see NOTE a FOR Nv LOcx a 2 IW 4" 0-20 x 1 1/2" S.S.M.S. 4 5# {oPRau*y Q # wj 7/8"0 x 3/32" WINGNUT. (amovAt)HDO—HV8 OUT HOC--HVC T Lex Q NV '"T" LOCK (OUTSIDE) SYMMET.$ySeAL-HQ . 7ERMATES SYMMETRICAL HD CENTERMATES W/ In, LOCK (EY:TERIOR) W1 LOCK (INTERIOR) I 3ERxTS 2M4 Axasmnun 1014-T3 ALLOY)UACE FLANGE TNO! a a 6 a 8 10 t , AS 1J auACTUR PART t ba C As WNtiFALTURE6 sr Awa creaiRY i •��a�"���•�a TE%TORK PARSIPPE17r NEw JERSEY 07054 OR E4Ua_ V L:1 YJ V tJ SEE Nath aN Loc"ROOS Q}ffi M J(3 Lous pN StfL1l 5 V&D FOR M.CERIPRIATEs APPUCAT4N5 MRN E:!;Q } FLOATING STACK Ittl)j41.SjA J ,rr"�i. FL.ORIQA BUILDING CODE(Non High Velocity Hurricane Zone 1 :. 02017 TILTECO,INC, Q2017 EASTERN METAL SUPPLY, INC. sic R RT TM �. -- Accordion Shutter System A! A ■A ■ N.V. RAM#i W/OR W10 H.V.WINDOW RAM Amerkan Shutter SystemsCv.N DESCRIPTION POT PRAM BY: Le TILLIT TESTING & ENGINEERING COMPANY , 7-y R` Association, Inc. , 01.0 15-085 /27/1 WE: 07/2717 "• w 1i 6335.N,W.35th.St.,Sta.'105,VIROM OFROSNS,rLORCA 331E PNo..:(305)er1-1$30.Fax:(303)071-1531 4258 WestrOads Drive 1 DRAWING No / \ 4T1 a-moa;LRtocaOam.Eom Ydest Pa)rn 60och, FL 33407 s ONAL EN ,1' Ee-0006710 17-107 ' ~�"'•I/}rY�t1j1 wALTEN A.TILUT Jt..P.E. 4 P.E. SEAL/SIGNATURE,/DATE MORIDA s SHEET 6 9 OF 20 POURED CONCRETE POURED CONCRETE _-POURED CONCRETE POURED CONCRETE OftOR CONCRETE OR CONCRETE / OR CONCRETE / /]' ' CONCREET DE BLOCK WALL / BLOCK WALL REQUIRED r BLOCK WALL REQUIRED '� BLOCK WALL REQUIRED REQUIR —EXISTING GLASS —EXISTING GLASS C, CONCRETE ANCHOR EXISTING GLASS �'"�. �-.., j% 2"MIN. STING GLASS -=x'LAIN..' VK TO Ass(SEE I �i 1 `l' �. . T(' TO cuss(SH P LAN.�PARAnGM ^.�diECULE ON SHEET UTO.N. -AM(SEE h4N. LAn(SEE EO' EQ " TO CLASS(SEE II FOR BLADE'(D� SCHEDLI EEOOF��SHEET �� ��' TQ trTAq(SEE . iEfAtE GC7 5!£tT 1116'X3`MAX ON SHEET 19 FOR AIJO A I I!�F�E Ott 1w C FOR E an SHEEN (6063- NT. �� MANII ON SHEET t9 FOR a.CLOSER :^- J BEI. 11x^ ,ON SHEET 19 FOR ELmi R SIDE �s(Ds�7 PLATE. LOCATE 1/2'1 / 1 � ' r 11DEs OQcQ OF 5) AT ERH R S�LOE MIN i J2'MIN. OF l:.A) A•USE I'OR 2`LAA)(. #SIM100/2'S.M.S.S.M.S. I _-- - EAS APPLICABLE)XZ'xTJ$'x0 _,___,•__.%' 004/2'S.tA.S,,_� _,T GI 16.O.C. /// !} ALUMINUM CVP ANGLE a 16"O.C. �J ~+ (6063-T6 ALLOY)AT MIDHEIGHT �..� )` (1) 810X1/2'S.M.S.Took r ti4 (x)1/4"D TAPCONS ANCHORS TO J� WALL AT 7"O.C. (LOCATE AT I SEE DETAIL%F �ORSIDE CONNECTI N EITHER SIDE QF®) Q QR {)R • SEE DETAIL X FORj �OR TO TRAC S O.O O © �a SIDE CONNECTION I a�m 6 7 w 8 a 10 SEE DETAIL X FO m B• 7 w$ 10.�o• i0 TRACKS a�a6�.4j w 8 of .�m �`6r°.�'��'�°' SIDE CoC TO TRACKS i �aAO�•,IO�,a-O�•�a aE�^� p� Y•1'`LJ^�'�« �a��. y,� V.�j •.�«©.Uj 'i�a $.0j 0-0•Q.0- 1 E✓.{-j7 -@-(D-t;J' « ®`�'�«V•V.�°. �/ .@arq��.�aO.�v END CONNECTION DETAIL (b END CONNECTION DETAIL(2 END CONNECTION DETAIL_� SND CONNECTiOt� DETAIL i REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' r- QNCRETE OR O CONCRETE BLOCK WALL EXIS TING 4 "' —— — —EXISTING CLASS REQUIRED _' GLASS _ L EON.SFPARAnai J10*1/z•5.M.5«-^ (ma���yyi\/\ 1O C1.S55(SEE ' e i6'O:C. A°Anai V O O C 1t f ai © CONCRETE 112'MIN. I HEDULE ON _ ------------ _=j `'-____-_ S oR 8 oR t oR ON SHEET 1 ANCHOR m "� II MADE(DA: 4 ----- 0OR©OR 90R@ aA^A'S mk Qht 12' . . ON SHEET 19 FOR fAEOUIRED - �.__.___ OR i ' EO �-=i ( k :_� 1 2 «-----.t -!IN. fa 2"MIN. EQ I ♦ SEE tITAONNS or US FOR VORQQR(qOR(3OR@ VIEWs RPt AN R€TAILTE OR _ aR a✓�w®•�?a «,.•�•� i 0•LYALL10 ce., s'a« •�' '® 1��tp, A �pND I`IS ��l.H IV 1O•®�^�'®' •gym ®`L:!•�a11•tJ'45'"` H BLADE OR HY WINDOW BLADE INTO �',�"�,p�„a. © '�m�r•d�+«�'� CONCRETE OR CONCRETE-BLOCK WALL. D CO C 0 T 8 Qe.®wp•�a .�jm A EN NNE Ti NDE All ( Q;CNEC 0 Q FLORIDA BUILDING CODE Non High Velocity Hurricane Zane 11tf�P.• ............ 02at7 nLTEC 02017 EASTERN iME'TTAAL SUPPLY,INC. BEREN HA 1. A.S.S.A. ML E C d M�. Accordion Shutter System LLAT eLri #t w/OR wlo tLv 1MNIX7N MADE American Shutter Systems 1EV.No DESCRIPTIMI DATE DRAVI nY. L.C. 's •RTC : TILLIT TESTING k ENGINEERING COMPANY 4 ••. •��titi 0355N.W.30th.St.Ste.365.NROM4 WOOS,n01roA 3]18 Association, Inc. t CLD 15-0$5 7J2Tli nAxE: 07/27/17 ¢s- 4-ttt P66�:(305)671-1630.roX:(aDs7671-issl 4268 Westroads Drive 2 DRAWING No - t1 Ey •••••NALttt a—mwx:Ot.00w". West Palm Beach, FL 33407 3 � ilf E6-0006719 17-107 7 --S'adT1 WALTER A TILUT Jt.P.E. 4 P.E.-SEAL/SIGNATURE/GATE FLOR9A Uc.If 44167 s SHEET OF 20 MAXIMUM ANCHOR* SPACING (in) SCHEDULE FOR A CRT"' T„AX SHU.DTFR$PAN 8 4 D DESIGN NECATNF PRESSURE RATING AND A CORRFSPONDING T:OLINTINC TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGENot Arne iii-IID POURED CONCRETE 5 NbOtmNcs A,8,C.0 AND F ON StW d POURED CONCRETE CONCRETE BLOCK TAPCON OR A WALL HEAD MOUNi1N0 A WAII.H(ASPAN � MOUNTING 7Y HEAbER M4UNDt40 D WALL SUl OVNTINC (P)WALL SILL OUNRNO C& WALL HEADER/SILL TAPCON WITH ADVANCED C� W Wj MOUNTING THREADFORM TECHNOLOGY (N) ASO.1RStCl7 f0Gt16E IXES'1,1 :RUe:D ASD.pE901 fSG1R'E PSE ItAI'NC ASB,OTSA71 RELINE FRTS4tIRC ROWO ASb.EFS6M1 NT041P1E SIRE IN1710 ASO DL9W IA6A16E P RLRN6 AS&Dam t AAA44 E F0ES9JRE RAMC ALL POINTS SOLID-SET 30140160176 90 120 160 205 30 t0160175 90 120 160 205 30 40 80 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 80 120 160 205 30 40 60 75 9D I20!60 205 BLUE TAP 14 12 to 9 a '8 6 14 1121101 D 8 9 6 6 14 12 10 9 B a 6 E 14 12 10 9 8 6 - 14 12 10 9 8 8 8 8 8 B 7 S3 3'-0• 4 /2 10 9 a a 6 6 14 12 10 9 a a s 8 74 12. 10 9 8 6 6 a 14 12 10 8 a a 6 B 14 t2 t0 9 9 a 6 6 s e a a a a a 8 TAPPER+ OR ti 12 1b 9 8 0 6 5 14 12 1O 9 8 0 5 6 14 12 10 9 B 8 6 6 14 12 10 0 8 8 6 3 t4 12 10 9 B a e 6 a B 8 B 8 B B 6.5 14 22 tb 9 8 a 6 6 14 12 t0 9 a 8 6 6 t4 12 1p 9 8 8 5 8 1< 12 t0 9 8 I 8 - 14 t2 to 9 B B 8 8 8 8 e 8 8 8 a 7 14 12 fo 9 8 .8 8 4 14 12 10 D d 8 6 6 14 12 t0 9 B 8 6 6 14 12 t0 9 B 7 - - 14 12 10 9 8 7 5.5 - 8 8 0 8 0 7 S.S 4 4'-0• 14 12 10 9 8 8 8 4 1. 12 f0 9 8 B 6 6 14 12 t0 8 B B 6 D /a 12 t0 8 e 8 5.5 - /4 t2 fO 9 8 8 0 6 8 a a B a e 8 a 14 12 10 9 8 8 43 - 14 12 10 9 s 8 0 4 14 12 10 9 8 a e 6 t4 12 10 0 8 8 - - ti 12 10 9 a 6 8 8 8 8 0 8 8 63 S N Ix IO B B 8 8 4 14 72 10 9 B 8 0 6 Is 12 10 0 8 8 6 6 14 12 10 9 8 B - 14 12 f0 9 B 8 e - 8 B 8 6 B B 7 Sb t4 12 t0 0 d a 4.S - t4 i2 10 0 8 a b 3.5 74 t2 to 9 8 8 6 6 t4 12 to 9 7.5 - - ii 12 t0 9 7.5 &5 - 6 a- 8 8 7.5 5.5 4 3 * SEE ANCHOR 5'-0• 14 12 to 9 a a 4.5 14 12 10 9 0 a 6 3.5 14 12 10 9 a 8 5 6 14 12 10 9 6 7 - - 14 12 10 9 a 8 6 = 8 8 8 a a a a d SPECIFICATIONS f4 l2 t0 9 8 5S - - 14 12 to 9 B 8 4.5 - 44 12 10 r9-j-8 8 6 5 14 12 t0 9 8 3 - - 14 12 10 9 8 7 - 8 8 8 a a 7 5 4 ti i2 f0 9 6 B 4 - 14 12 10 B B 8 6 35 14 12 10 9 8 8 8 D t4 f2 f0 0 e - - 14 f2 10 B B 7.5 - - 8 8 a B 8 7.5 ON SHEET 13 14 12 10 9 8 5.5 3 - 14 12 10 9 8 5 - 14 12 10 9 8 8 6 6 14 12 9.517.51 4 - - 14 12 0.5 7.5 &S - - 0 8 8 7.5 6.5 4,5 0• ti 12 t0 9 8 S.5 - - i4 72 70 9 5 0 4. - 14 12 to 9 8 8 6 6 i4 t2 10 0 8 4 t{ 32 10 9 8 - 8 8 8 8 0 8 8 7.5 14 12 10 9 8 J - 14 12 10 9 8 - 14 12 10 9 B 8&5 33 14 12 10 9 4.5 - - 14 12 10 g- 6'- 7 - - 8 8 B B 7.5 5.5 4 3 14 12 10 9 8 5 -� it 12 70 9 0 8 4 - 14 i2 to 0 8 8 8 5.5 74 i2 10 0 5 - - 14 t2 10 0 8 4.5 - 0 8 8 8 8 6 R5 - 14 12 10 9 8 4 - - 14 12 to 9 8 6.5 3 - t+ 12 10 9 B a 0 - 14 12 8 4.5 - - - 14 12 B 65 5,5 - - 0 8 a 63 5.5 4 3 7'-0• 14 /2 70 B B 4 - 14 f2 40 0 a 8.5 S - 14 12 10 9. 8 B 6 - 14 12 10 B a - - t4 12 to 9. 8 T - 8 0 8 a 8 8 7.5 a ii 12 10 8 4.3 - 14 12 10 9 8 a - ii /Z 10 9 8 7 < - tt 12 70 5,5 - - 71 t2 10 8 6.5 - - B 8 8 d G3 5 &3 - l4 12 10 9 7.3 75 - - 14 12 10 B a 6 - 14 f2 YO 9 8 8 6 - 14 12 t0 B-- - - - 14 12 f0 & 7 - - 6 8 8 6 7 4 14 12 10 9 5.5 3 - 74 12 10 9 8 4.5 - - 14 12 i0 9 B a - - 14 IT 7 - - - 14 it T 51.13 - 8 8 7 &5 4.6 3.5 - - .. 8'-0• 14 12 10 9 53 - - 14 12 10 8 8 43 - - 14 "12 10 9 8 8 - - 14 12 10 7 4 - 14 12 10 9 8 3 _ B 8 a B 8 ZS 7 4 SEE LIMITATIONS OF USE FOR 14 12 !O &5 1 - - 44 12 10 9 a - 74 l2 10 9 0 53 -� t4 12 63 3 - 14 1218.5 7 t 8 a a 7 S3 4 3 - RLADE lA ON SHEET 19 t4 12 10 9 5 - 14 f2 10 9 8 t - 14 12 to 9 0 a - 14 12 93 - - - - 14 12 9.5 7.S 4.5 - - 8 - 14 l2 10 a3 4.5 - - - t4 12 10 9 7.5 - - - 14 12 10 9 8 - - - 13 0.5 4 - - - 13 0.516.5. 5 - - a 8 6.5 5 4 3 - t4 72 76 d.5 4 - - - 1f 72 10 0 T.S - - - 14 12 70 9 5 - - 14 12 10 5 - - - t4 12 10 9 5.5 - - 0 a 8 8 8 6.5 6 3 D._0• Ia 12 &5 4 - 14 12 10 9 4.5 - - 14 12 10 0 7.5 - - t4 II.5 4.S - - - - - 14 113 73 0 - - - - 0 6 73 5 S 4 - - 74 12 10 6 4 - 14 t2 10 0 7 - 14 12 10 9 a - - it /2 5 - - 14 12 8 6.5 - - - 8 a 6 6.5 59 4 - I4 12 9,5 5 3.5 - - - 14 12 10 9 5.5 - - 14 12 10 9 9 - - - 11.5 83 - - - - - - 113 8.5 5.5 - - - B 6 5.5 4.8 3.5 - - - iD•-0• 14 12 93 5 33 - - - 44 12 f0 9 S.S - - 14 12 t0 9 8 - - - 14 12 7 - - - 14 12 10 T.5 S - - B 8 8 a 8 7.5 4.5 - t4 12 5.5 3 - 14 12 10 8 3 - is 12 10 9 6 - - 14 103 3 .� - - - 14 TOS T 33 - - - 8 6 7 5.5 43 3.5 - 1a 12 9 4.5 3 - 14 iZ 10 9 5 - 14 12 t0 9 8 - t4 U - - - - - to tf 7.5 - - - - 8 8 - 14 12 7 - - - 14 12 10 - - - t4 72 10 - - - - tB.S 8 - - - - - 103 8 5 - - - a a 5 4 3.5 - - I< 12 7 - - - - 14 12 10 - - - - 14 1Z ttl - - - - 14 12 5 - - - - 14 12 t0 - - - - B 8 a_ a 8 7 3.5 - 11 14 12 4 - 14 12 t0 - - 14 12 10 - - - - 725 95 - - - 72.5 03 0 8 fi 5 + 3 - N 12 &5 - - - - - 14 12 10 - - - - 14 12 16 - - - 13.5 10 - - - ^ 14 10 7 - - - B 8 7 &5 4.5 - 14 12 &S - - - - 14 12 10 - - - - 74 12 f0 - - - - ^ B3 7 - - - - - B3 7 35 - - - - 8 7 4.5 3 - - l2•-0• 14 12 53 - - ==T4 12 10 - - - - 14 12 10 - - - - 14 12 4 - - - - 14 12 10 - - - 9 8 B 8 B 8 3 11 t2 3 - - - i4 12 B - - - - la 12 70 - - - 113 8.5 - - - - 11.5 8.5 4 - - - - 9 8 5.5 43 a _ - ii t2 - 14 t2 10 - - - ^ 74 12 t0 - - - - 2.5 9.5 - - - - I33 9.8 4.5 - - - - e 8 6 5 4 - - - ( HV BLADE OR HV BLADE t4 12 - - - 14 @ - - - - 14 12 - - - 9 43 - - - - 9 &5 - _ _ _ .. a 5.5 4.5 3.5 3 - Y3-O• t4 i2 = _ - 14 12 - _ _ _ _ - 14 12 - - _ - 14 7x - _ _ - - 8 8 5 0 a 43 _ 4A1 J /i Al V WINDOW BLADE 14 TO - - 14 12 - - 14 12 - - 10.5 5.5 - - t03 B ^ 8 0 5 4 Sys - Y�f (R H I4 12 - - - - - 74 12 - - - - 14 12 - - - - - 113 G - - - 113&S - - - 8 6 5.5 45 - - - - -'c 14 12 - - - - ^ 14 12 - - - -- - 14 12 - - - - - - a 3 - - - - - a 6 - - - - - a 6 4 3 - - WORKING IN UNISON 74,_0• 14 12 - - - - - 14 1 - - - - - /4 12 - - - - - - 1{ B - - - - f♦ 12 .. - - - - 8 a 8 6 7,5 1 14 T - ti 7 - 24 t2 - _ - SO 4 - - - 70 Z5 - - - - 8 7,5 6 4 3 - 14 113 - - - - - - 14 12 - - - Ia 12 - - - 103 4 - - - - - 103 a - - - - - - 0 8 5 4 - - - 14 - - - - - 14 - - - - - - - 14 - - - - - - 7-3 - - - - - _ -5 _ _ - _ - - - ZS 53 33 3 - 15•-0• 14 14 _ - - _ 14 _ _ _ _ _ 74 _ - _ _ _ _ 14 _ - _ - - - B B B 7 7 ]3 14 14 4.5 3.5 3 - - 14 - - - - - 1i _ 14 - _ - - - 10 - - - t0 - - - - 8 73 5 4 - - - la - - - - 14 - - - - - /4 - - - - - - T - - - - 7 - - - - _ 7 5.5 1.S - - --- T5'-0• - - - - _ - - - - u - - - _ 8 - .. - - a 7.a a 1 - 1 a •+ - I4 - - 14 - - 0 - - e - - 8 83 4 33 - /4 14 _ - _ , - - - - - - _ -95 _ _ _ _ a 7 43 - - - - - FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone . Ar-El111'�74rj" 02017 T11ICCO INC. 02017 EASTERN METAL SUPPLY,INC. It •••.jCElfjs••.,� -BERTHA HVTM + A Accordion Shutter System TILL Cr ■e. ■ ■ ■ : Hu �anE#1 w/at wjD KV.xtrnvrr RAM a / TILUT TESTING & ENGINEERING COMPANY p American Shutter Systems 6V.N DESCRIPTION DATE ORA7•H GY: LC. OFA ' Association. Inc. 1 OLD 15-035 7127/7 OA1E: 07/27/17 8153 I,-78tH.54 614.305.-.-G.AOOH.--331b 77 Ph.-:(305)071-t530.Fae:(305)871-1531 4268 Westroods Drive 2 DRAWING No .......... 117151 a-mvE: 0006719 em West Palm Beach, FL 33407 A 17-107 ,- OAr E8-0006718 tYAL�.� t1 WALTER A.TILUIT J,P.E. P.E. SEALf310FTAn1RE/DATE DOR°A d 44167 a SH 12 OF 20 MAXIMUM jpNCHOR`0 SPACING (In.) SQ N MAX SHUTTER SPA.N, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.6 OFSM NEPDATNE PREI;SLFRE R YI AMD A CORRESPONDING MOUNIIN{z TYPE FOR OONCRETF OR COME BLOCK It(S(ILATICNS (SEE MOUNTINGS E G.At H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SWILL BE AS FOLLOWS: POURED am" POURIED OORCAETE (A) TO EXISTING POURED CONCRETE:(Min.Cc -3 ka.) Ia4X w @WALL SILL MOUNTING QCEIUNG MOUNTING FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEY_(Min.r0-3 b!) SPAN MMORS JMNG tra - 1/4.0 4 3/4'ALL POINTS,SCUD-SEF ANCRORS,AS DISTRIBUTED BY ALL POINTS SCREW,DOLT&SPECIALTY COMPANY. (Min.I'0-3 Ii) (� S&DESCN WGUNC PRISMRANO I D.DLSIOV N€OATN£Pfo33tR€RMriG D ImGTI t6rARNE iNG, - 1/4"a BWE IAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.(•c- 2 kat) TAPCON Oft 30 40 60 75 40 120 too 205 30 40 60 75 90 120 I60 205 30 40 60 75 90 120 160 205 - 1 4'P TAPPER+ANCHORS AS 1AANtNFAOTUREO 8Y POWERS fASTEHERS.02C„AND 06STRNBUTED 8Y ALL POINTS'SCREW,BOLT&SPECU+LTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AIRHDRIZETN VENDOR REGISTERED WITH THE AMERICAN SHIFTIFR SYSTEMS ASSOCIATION,INC 14 112 1 10 1 9 16 6 o 14 I2 t0 9 It a a 6 14 12 10 9 e a a a THREADFORAT TECHNOLOGY (Min,1'c- 3 1,51)3•-D• S4 t2 10 9 8 8 6 6 14 12 SO 9 a a' a 9 14 12 10 0 8 8 6 6 ALL POINTS SOLID-SET DR 1412 10 9 6 6 6 6 14 12 10 9 a a 6 6 14 12 10 9 8 0 6 5 BLUE TAP W/CAP KVIC47 14112 110 1 9 1 6 6 6 7 14 12 '10 9 8 8 6 6 (4 f2 10 9 6 8 a 6 TAPPER+ AL1)MINIMUM EL48EDMENT INTO POURED CONCRETE OF TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER* ti 12 10 9 8 7- 6.5 3.5 14 12 t0 9 8 8 6 6 14 12 10 9 8 8 6 S ANCHORS IS 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2. 4'-0' 14 12 10 d a a 6 8 1-4 12 10 9 8 8 6 6 14 12 10 9 8 B 6 55 is i2 10 $ 8 8 6 4 24 t2 t0 4 6 8 6 4.5 14 42 /D 9 8 6 4 3.5 AL2)MINIMUM EMBEDMENT OF i/ib a 3/4'ALL POINTS SOLID-SET ANCHORS SHALT.BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 14 t2 10 9 B 8 6 4.5 14 12 10 $ 6 B 6 5.5 14 12 10 9 8 B 6 4.5 INTO STUCCO SNAIL BE PERMITTED. 1/4'0-20 S.S.MACMHE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 10 9 7,3 5.5 15 - 14 112 10 9 8 9 9 5 14 12 t0 9 8 7 55 4 •DEL maAT4R5 o ust FUR EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO, to 72-75-$. _ B a 6 14 12 10 9 8 B e 5.5 fi 12 10 9 8 8 6 45 BLADE�tty`CN 5'F1Ci S9 5'-0' 14 12 ID 7 4 - If /2 t0 9 8 6.5 S 3.5 14 t2 10 6 6S s 3.5 3 AL3)IN CASE THAT PRECAST STONE•PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 t0. 7.5 411 - 14 12 10 9 9 8 d 4.5 14 12 10 9 B 6 4.5 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHAD.BE AS INDICATED ON 14 12 9.3 4.5 - - 14 12 t0 0 a 7.5 55 4 14 12 10 9 a 8 4.5 3.5 NOTES AT)&AL2)ABOVE.FOR INSTALLATIONS CH VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6•-0• 14 t2 10 -a 6 - 14 12 10 9 8 8 6 -5 14 12 10 9 8 65 5 3.5 INSTALLATION INTO EIFS WITH ALTA.STUDS SEE SHEET 20. 14 12 10 5,5 3 - 14 12 t0 8.6 7 5.5 4 3 14 12 8 6.5 5.5 4 3 N @ t0 6 - - 14 12 10 9 8 8.5 S 1.75 14 12. 10 8.5 0 5 4 - {B) TD E10STlNG CONCRETE BLOCK;(ASTM C-90} /4 12 a 3 - .. H t2 t0 9 tl 6.S 4.5 35 14 12 10 8 7 5 J.S 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILUEX. 14 12 10 9 - - 14 12 10 9 8 . 5 4 to 12 10, $ 7.4 5.4 4 S - 1/4'0 It 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,DOLT&SPECIALTY COMPANY. T'-D' - 7/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. ti 12 10 4 - - 14 t2 9 T,5 6 4.5 3.5 - {4 10.5 7 5.5 4.5 3.5 - - 1/4'9 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 14 12 10 4 - - 14 12 t0 9 7.5 4 - 14 12 9 7 7,8 - - COMPANY OR ANY OTHER APPROVED UCE14SED OR AUTHCRiZEG VENDOR REC45RRED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 tt 7 SS 4.5 - - 14 12 10 9 7 S.5 - i4 t2 $ 7 45 8'-O" to /2 10 9 8 B.S - - 14 12 10 0 tl 14. t2 10 8 6.D .5 - NOTES: 14 12 0.5 7 5.6 3 - - 14 12 8 6.5 &5 a 3 - 12.5 9.5 6 S 4 S - 8,1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 9.5 75 8 - 14 12 9.5 8 &5 5 - - 14 12 8 6 6.5 4 - WITH ADVANCED THR£ADFORU TECHNOLOGY ANCHORS IS 1', 11 @5 65 d 3.5 - - 14 12 10 8 6,5 5 - 14 12 8 6.5 5 4 9._0. is 12 10 9 8 - - - 14 12 10 9 7.5 4.5 - 14 12 85 7 55 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'0 t 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11,5 7.5 6 4 - 14 tl 7 5.5 5 35 - 11 9 5S 44 3.5 - EMBEDMENT INTO STUCCO SKALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 &S 4S - - 14 12 8.5 7 tib i - I4 10.5 7 5,5 6 4.5 - EXIST,AND I'1INIMUM FOR WALLS WITH NO STUCCO, 11.5 6.5 5.9 4 - - - - 14 12 0 7 6 49 - - 14 11 7 SS 4,5 3.5 - - IO'-O" 14 12 10 9 7.5 - - - 14 12 10 6 65 5 14 12 8 6 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOCT. It-10.5 7 5 3S - - - 13 9.5 " 5 4 3 - - 10 7.S 5 4 3 - - - ANCHORS SHAL 0£LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL,FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 IT 75 5.5 - - - - 14 11.5 9 6 5 4 - - 12.5 95 6 5 a 4 - - NOTES INSTALLATION INTO EIFS INSTALLATIONS AL ST ON VINYL SEE SHEET O EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 10.5 a 5 - 14 12 B 6.5 5.5 4 - 13 10 65 5 4 3 14 12 10 - - - - 14 12 9 7 6 4.5 - - 14 10.5 7 5.5 4,5 J.S I•-0"- - (C) ANCHORS SHAM BE INSTALLED FOLLOWING ANI.OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER i25 45 5 - - - 12 9 d 45 s 3 - - 9 7 45 3.5 1 - - R 10 7 - - - - 14 10.5 7 5.5 L5 - - - IU-5&5 53 45 3.75 - - 9.5 7 4,5 - - 14 IIIA 7.S 6 5 - - 12 9 5 4.5 4 - _ _ (D) SEE SCHEDULE BELOW FOR FACE DISTANCE(E.D.)VERSUS SPAGNO REthT10145NIP FOR AtiCM01T5. 14 t2 i - - - - 14 12 6 6,S SS - - - 13 10 65 5 4 - - - EDGE DISTANCE_VERSUS SPACING SCHEDULE FOR AN CNORS: 12-O 11.5135 4,5 - - - 11 9 !N.S 4 35 - - 8 8 4 3 - - - MAGMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICAIED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPAGNG N3.6 9.5 4 - - - - 13 95 6.S 5 4 - --SO,S 8 5 4 - - BY MULTIPLYING SPACING SHOWIJ ON SCHEDULE BY THE FQtLOWINC FACTORS, 9 6.5 - - 1A 104 7 5.6 1.S - - 11, 8.5 55 4.5 3.5 - - REDUCED SPACING OBTAINED US140 FACTOR SHALL NOTBELESS Dial MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE- 13'-0" 14 12 - - - 14 115 7.5 0 - _ 12 .9 5 4.9 4 - _ - FACTOR 10.5 B I-I- I- - ^ t9 7.5 5 4 3 - - - 7.5 55 4 3 - - ACTUAL TAPCON WITH ADVANCED TAPPER + 125 84 - - - - - 12 9 6 4.5 4 - - - 95 7 s a - - - �D EDGE TAPCON THREADFORM TECHNOLOGY AL POINT S011O SET BLUE TAP W/CAP MIN.SPACING 8 - 13 9.5 BS. 5 - - - NOS T$ 5 4 - - yCa 01C- D. MIN.SPACING-3' MIN.SPACING>3' MIN.SPACING-3 1/2` MIN.SPACING-3' 3 3/4' 4" 14 12 - - - 14 10.5 7 45 - - - - 11 8,5 5.5 45 - I-D. 14-D' _ - _ D POURED CONCRETE& 1iWU CONOSIE (YkNQ£i£FAtQ{ POURED CONCRETE& POURED CONCRETE&�ar r-M Q� 10 7.5 - - - - 9 7 4.5 3.5 - - - 7 5 35 3 CONCRETE BLOCK CONCRETE BLOCK 0014CRETE BLOCK 115 8 - - - - - 11 8 SS 45 - - - 9 B.S 4S - - - - V WINDOW LL1L ,y IDL FA•3 1/1' MNL£0..2 I/2` LUL EM.3 1 MN.£0.•S• Mtl ED.'3 Ij2'MR L0..21/1' 7;15- 5 - - - - - - 12 9 6 - - - ^ 95 7 45 - - - 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 I5,_0" 14 - - - - - - 135 10 4.5 - - - - ^ 105 e 5 - - - - IR ADE WORKING 2 1/2• 0.81 1.0 - 0.67 1.0 65 6.3 4 - _ _ _ - 65 5 S - _ IN UNISON � - to a5 6 a - - - 2" - 0.71 - - 0.51 - 7 55 - - - - - $ 65 45 - - - - - 1 3/4' - .0.91 - - -_ - 0.43 it - - - - - -- t25 95..6 - - - 10 75 -5 - -... i6•-O' a - - - - a 6 4 - - - - a a5 3 ^ - - - - 1 1 2• 0.35 - - - 0.35 t9 - $5 - - - - - - 95 7 5 - - - - - a 6 4 - -•Fji - -•M. FLORIDA BUILDING CODE(Non High Velocity i7UrfiCOn@ Zone tyt4T*,,•` !�/i+";, 02017 OLTECD,INC. 2017 EASTERN METAL SUPPLY.INC. `( BETA HVTLT �� Mo "'- A AAccordion Shutter System !1 L.!Emc. t • ■ a Hv mAnE#t wJ OR w10 Hv WINDOW E TILL IT TESTING & ENGINEERING COMPANY American Shutter Systems kEy.He DESCRIPTION DATE DRAWNIN. I.C. Ass0 I' ;� 4355 ax 3646,st.,Sts 305.41ROuA GARDUM.FLORIDA 3114 268 Westroadion, Inc.Dri1 OLD 79-085 7j2T i GATE: 07j27/tT Phan.: 305871-1510.F.•:(305)971-1531 4268 westrOOdS Drive 2 .0 ->Z------ate ( J DRAWING No L0006oaw.c.m West Palm Beach, FL 33407 J 17-107 iJ�1/ry•....... •�``��ttlt wFLtER A.T�iLUT J,.P.E. a V� � / FLORIDA tic.1 44167 5 SHEET P.E,St31 ATt1R� DATE 6 13 OF 20 MAXIMUM ANCHOR' SPACING in)�SCHEDULE FOR A GNAX, SHUTTER_SPAN. A.S,D DESIGN NEGATNE PRESSURE RATIEA'G AND A CORRESPONDING MOUhM G TYPE FOR CONCRETE OR CONCRETE BLOCK INSTAUMONG (SEE MWONGS 1,J.tI&L ON Mica 7) POURED CONCRETE POURED CON CONCRETE BLOCK ANCHORS SPACING LEGEND 1 WAe,K 1YJ1R& 1 TRENCH �RNNGUARD MOUNTING QWALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING uAPAN tenUUkR TAPCON OR (0) UD R DMW NEMT PRESSS 8 FAUTN(asr A50.DOX14 MAM a85=PATIO W A69 DWI 19G0,L PRW-iE WING 6111LSA DES%94 BsOM 2ATM(rJ, TAPCON WITH ADVANCED 3p' +9 BO 75 90 129 t60 205 36 40 60 7s 90 120 t60 205 3p 40 60 7519011201160120 !0 40 60 75 90 120 760 20s THREAOFORM TECHNOLOGY 14 12 10 9 tl 0 6 6 12 17 72 12 12 1.5 83 Cb 7 7 7 7 7 7 a 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3.-D. 14 12 111 8 8 8 6 6 12 12 72 12 12 12 OS 7" 7 7 7 I T 7 1 7 5 S S S 5 5 5 S BLUE TAP LE$5 14 12 10 9 8 8 6 6 12 12 12 12 0.5 8 6 43 7 7 7 7 7 7 7 &3 S 5 5 5 S 5 S 5 tf 42 10 D 8 8 6 6 12 12 f2 12 12 10 7.5 6 7 7 7 7 7 7 7 S 5 5 s S 5 S 5 TAPPER+ 14 12 10 0 8 8 6 d 12 12 12 12 1.5&5 6.5 d 7 J 7 7 7 7 3.5 4 5 5 3 5 3 5 5 4 4,-0- 14 12 10 0 B 8 6 6 12 12 12 12 12 9.5 7 53 7 7 7 7 7 7 7 7 5 5 S 5 5 S S d Si 12 10 9 8 8 6 B /2 12 72 95 5 e 4,5 a5 7 T 7 7 7 7 B.5 S S 5 S S 8 5 S 9 14 12 10 9 B e G 6 12 12 12 12 10 73 5.5 # 7 7 7 7 7 7 7 5.9 S 5 5 5 5 S 5 5 14 12 10 9 8 8 6 6 12 12 12 It 9 7 d 4 7 7 7 7 7 5.5 4 3 S 5 5 5 5 5 d 3 S,-D. U 12 10 9 8 8 6 0 12 12 12 12 10 7,5 5,5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 S 5 14 12 t0 9 B 8 6 d 12 12 93 73 6 43 !S - 7 1 7 J 7 7 S 3-$ 5 5 5 5 5 5 5 4 14 12 to 9 a e q 6 12 12 t2 9.6 9 6 45 - 7 7 7 7 7 7 &S 4 s 4 s 5 5 5 3 4 'F SEE ANCHOR 14 12 10 0 8 0 d 6 12 12 1.5 9 73 53 4 3 7 7 7 7 7 4.s 3.5 - 5 5 5 5 5 4.5 33 - SPECIFICATIONS 6•-0" 14 12 10 0 8 8 6 6 72 72 12 t0 a 6 43 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 8 8 6 0 12 12 6 0 5 { 3 7 7 7 7 7 53 4 5 5 5 5 5 5 4 3 I# t2 10 9 a 8 B 6 72 72 to a fib S .75 - 7 7 7 7 7 6 4.5 5 3 S S 5 5 4.5 14 12 10 9 B B 6 6 12 12 10 B 63 5 3,5 - 7 7 7 8.5 a5 4 5 5 5 5 5 4 3 14 12 10 fl 0 9 6 A 12 12 /2. 8.6 7 S # J 7 7 7 7 7 7 7 a 5 S 5 5 5 5 S d 7'-0- 14 12 10 9 8 8 �6 fi 73 10 6.S S 43 3 - - 7 7 7 7 S.S S 3 - 5 5 6 5 S 5 3.3 J u tx /a 9 8 6 6 6 12 12 6.5 I s3 - 7 7 7 7 7 s - s s 5 s s 3 4 - Q VALID ONLY FOR UP TO +74, -75 14 12 10 9 5 a 6 - 12 12 8.S 7 S 4 ^ 7 7 7 53 4.5 ! - - 5 5 S S i,3 33 - - PSF AS.D DESIGN PRESSURE R•-0' 14 12 l0 9 B B o 12 12 103 73 3 7 7 7 7 7 7 7 4 S 5 s 5 5 5 5 5 RATING & FOR SPANS PER 14 72 IWIV 8 B 6 - 12 9 6 4.s 4 3 - - 7 7 7 753 4 - - 5 s d s 5 t i - SCHEDULE #3, SHEET 11 N ix 10 9 B a d - 12 11 7.5 6 b 75 - 7 7 7 73 6 43 - 5 S S 5 5 4.5 - 14 12 to 9 8 a - 12 1.5 73 6 5 33 - 7 7 dS 5 4 - S S 5 9 4 3 14 12 t0 a 8 8 - - 12 12 9,5 63 5.5 4 3 - 7 7 7 7 7 T 6 3 5 5 5 5 5 5 5 5 11 12 10 9 8 B - 0.8 0 S 4 ].5 - 7 7 7 8 5 15 - S 5 5 S S s 3 - ti t2 10 9 8 8 - 12 10 6.5 5 4S - 7 7 T fi3 Al - - 5 5 5 S 5 4 - - 14 12 10 9 B 8 - 12 0.5 7 SS 45 3.5 - 7 7 5.5 45 35 - - 5 5 5 4.5 J3 - - - 10,-0.14 12 10 9 8 8 - - 12 It a.5 6 5 3.5 - 7 7 T 7 7 T 4.5 - 5 S 5 S 5 5 S 4,5 14 12 10 D 6 B - 93 7 43 3,5 3 7 7 7 5.5 4.5 - - 5 S 5 5 4.5 33 1s 12 10 9 B e - 12 9 6 5 4 7 7 7 6 5 - - S 5 5 43 S - - 14 12 10 9 8 8 - 12 93 5 5 4 3 7 7 5 i 3 - 5 5 5 4 33 - - - 11•-0'14 12 10 9 8 8 - - 12 10 7 5.5 4.5 3.5 = 7 7 7 7 7 7 JA - S S d 5 5 5 5 4 Er�� EEE,,, 74 12 10 0 6 8 - - 83 83 4 33 3 - - 7 7 0 5 4 - ^ S 3 S 5 . J - 1 H 1 BLADE Q LY 14 12 10 B e 8 - 11 a 5.5 1 - - 7 7 r aS 4.5 - - 5 s 4 S 13 - 14 12 10 9 B 1,5 6.S a5 45 3.5 - 7 7 4.5 J.S - - - - S S 43 7.S 3 - - - 12-0.14 12 10 9 8 - - t2 O.S &S 5 4 3 - - 7 7 7 1 7 6 3 - 5 5 5 5 S 5 4.5 33 14 12 10 9 8 B 6 4 7 7 7 &S 4 3.5 - - 5 5 9 4.5 4 3 ti 12 t0 4 8 - 1 7.5 9 4 T - - - 7 7 6 5 - - - 5 S S S 4 14' 12 10 9 B 0.5 8 5 4 33 - 7 0.5 43 3.3 - - 5 b i3 3.S 3 - i3,-Ds 74 12 to 0 a - - F S 8.5 6 4-5 3.5 3 '- - ? 7 7 7 7 +;5 - - 5 5 5 5 5 S 45 33 14 12 14 9 0 7 a5 3.5 3 7 7 $ 4 1 - 5 5 'S 4 3 - 14 12 10 9 8 9 7 4.5 ,75 - - - 7 7 5.5 4,5 - - - 5 5 5 4.3 4 t4 12 t0 9 - /0 7.5 3 4 1 7 6 4 3 - 5 5 { 3 - - - I4,-D' /4 12 tq 9 - - - OS B $3 4 33 5 S S 5 5 S 4 3 14 12 t0 0 - &5 5 J 7 7 6 33 - - - 5 55 S 4 - - - 1a 12 10 11 _ - - - 8: dS 4 - - - _ 7 7 S 4 S S $ { - 14 12 10 - - - - 9 7 4.6 7 53 33 - - 5 5 35 3 - 15"-D-14 12 10 - - - - 10 7.5 5 4 3 - - - 7 7 7 7 7 3.S 4 3 14 12 f0 - 6 4.5 1 7 7 4.5 3 14 12 10 - - - - - 8 8 4 - - - 7 7 5 - - - - - 5 5 3 - 14 f2 10 - - &5 6.5 4 35 - 7 53 33 - 14 12 14 - _ _ - _ 9.5 7. 44 1.5 3 - - 7 7 .7 7 1 6 1 - - 5,3 5 5 5 4.5 3.$" 14 12 i0 - - - - - 8 4,5 3 - - - 1 7 16,5 4 - I- - - S 5 4 13,5 - - - 7JA -14 12 0 23 63 TS 5 111 - - - - - FLORIDA BUILDING UILt1IYG LV{{L/HDn High I8 ioCity Hurricane done' 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,IND. BERTHA H TTA c 1 L E C O E■ A.S.S.A.� ,A, Accordion Shutter System KV.BLADE##i W/OR W/O KV.ve4•DOSV 6i.ADE s ? American Shutter Systems TILUT TESTING & ENGINEERING COMPANY Inc. D�.N DESCRIPTION 08 GATE CAM 0 LC- :. Q•:, �„ :' 14` 6355 N.W.35U St,Sta.30%MRI-M GM90/S,/LORDA 3316Association, a 1 OLD 15-08s 7 71t o;TFa 07/27/I7 Pho-:(305)871-1530.Fa4:(305)871-1531 4268 Westroads Drive : DRAVANG No 'r '-�Uffluvk11 a-mat:iRt6c60ani,cem West Point Beach. FL 33407 3 }'t-7 :`^ss�aNA�.ENG``;11111 WALIEREs A.IILUT1 L.P.E. 1 7-10/ P.E..S'CCj°JtCN1AYURE/DATE F°A 0i tk i 44167 a SH 14T OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RONG AND CORRESPONDING MAXIMUM ANCHOR S CHEDULE FOR A MEN MAX, SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RONG AND A CORRESPNA NUNSWINQ TYPE, (SEE MOUNTINGS ON skims 16&17). 5 u PINE D. SPRUCE PINE RU INE SOUTHERN PINE No, 2 W/ MIN, G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH t/2" MIN. COX 2 IN tattyp.p0-0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD M ps,0 W/ W/ MIN. G=0.43 W MIN, G=0.36 7uXwuu SPAN(11) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. 0 & R FLOOR MOUNTINGS Lt, N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS G.O.WALL MOUNTINGS E.O. WALL MOUNTINGS WW& X W & X W & X P & 0 S&v S&v S&V .09DI NTAn4 P439tE ax(r.� 06011UaILL RTSAIIE TARc(A!) TSXIHunE7+T tA7et7� D[9n NTA•,Et six tANc tpl+sD.omar Nux bragFAee(� ots7l NacaE7razsrE euc r� roaaltw£D cax Gil_EQDtxrA l»Ft_c(oa) 6ttsnrNmacta_ rax(p)ua a';c+Nca'fRte€cuN;ty) 30 40 80 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 OS 34 4p 60 75 9tl 05 30 40 6D 75 9D OS 30 40 60 75 90 OS JO 40 60 75 96. OS 30 40 BO 75 90 OS 30 AO 60 75 90 05 '-0'0R <12 70 10 9 8 8 b 6 6 6 6 12 10 10 9 8 8 6 8 fi b b 6 12 10 14 9 8 8 fi 6 6 6 6 6 6 5 d 4 4 3 12 12 f2 72 t2 12 i2 i2 17 t2 12 12 12 f2 12 i2 t2 72 4'-D" 12 10 10 9 8 8 6 6 5 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 fi 6 6 6 6 6 6 5 4 4 4 312 12 f2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 14 9 8 8 6 6 B 6 6 S.5 /2 10 f0 9 8 8 6 b 6 5 '6 5 12 10 10 9 8 7 6 6 6 8 6 5 6 6 4 4 4 3 12 t2 12 12 12 12 12 12 12 12 12 12 t2 12 12 12 12 05 12 10 10 9 8 6.5 6 6 8 8 5.5 4.5 I2 10 IO 9 8 5 6 6 6 .5 8 4.5 12 10 10 9 6 3,5 8 6 8 6 5 d.5 6 5 a 4 3.5 - 12 12 12 12 12 12 12 13 12 12 12 12 IZ i2 12 14 10 8.5 p_p• 12 10 10 9 6,5 4 6 6 6 ,5 4:5 4 t2 SO 70 9 5 3 6 6 6 5 a 3.5 f2 t0 10 7 3.5 - 6 6 6 5 4 3S 8 6 4 4 - 72 i2 12 12 t2 12 t2 72 t2 t2 12 fo.°iZ 12 t2 0.58:5 7.5 12 t0 10 7.5 4,5 3 6 6 6 5 4 3.5 12 10 10 8 3,5 - 6 8 5 S 3.5 3 12 14 f0 a - 6 6 5 .5 3,5 9 6 5 4 - 72 12 12 12 12 12 12 72 t2 12 11 9.5 12 12 1.5 9 7.5 6.5 9'-4" 12. 10 10 5 3.5 6 B 5.5 .5 3.5 S 12 to 4 A - 8 6 4.5 4 J 3 12 14 4 3 - - 8 8 4.5 4 3 3 6 5 S5- - - 12 12 12 12 I2 i0. t2 t2 t2 iia 9.5 8.5 72 52 fp 8 6.5 5.5 10'-0' 12 10 7.5 4 - B 6 5 4 3 - 12 10 6 3 - 6 6 4 ,S 3 - 12 10 3 - 6 6 4. :5 3 - 8 5 - - }2 12 12 i2 1.595 12 12 12 10. 8.5 7.5 12 12 9 7 6 5 tf'-0' 12 10 5.5 - - 8 6 4.5- - - 12 10 4.5- - - 8 .5.5.3. - - - 12 10 - - 6 5.5 4 - - - B 5 - 12 12 12 12 10 &5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4,5 12'-0" f2 1Q d.5 - M64 - 12 70.15- &65 - - - 12 10 - - B 5 3.5- - 8 5 - - 12 12 12 1.5 9.5 8 12i2I1 8.57 6 12 1.5 7,5 6 5 S 13'-o' 12 10 - - - - - I2 to - - 12 7.5 - - - 6 4.5 - - - 6 4.5 - - - 12 12 12 0. 8.5 75 12 12 10 8 6.$5.572 p.5 7 5.5 4.5 4 U'-p' 12 10 - - - - - 12 7 - - - 12 7 - - 5.5 4.5 - - - - 6 3 - - 12 12 12 9.5 8 6 12 12 7.5 6 4.512 9.5 8.5 5 4 3 75'-4" 12 ^ - t2 - - U2 - - 5 - - - 6 - - - - f2 12 11 9 7,5 5 12 12 8.57 6 4 12 B 6 5 4f6-0' 2 - - - - 12 - - - - 11.5- - - - 5 - - - - fi - - 112112 I0. 8.5 6.5 4 12 12 B &5 5 3 17.58,5 5.5 1 HV BLADE OR (-1) HV BLADE W/ h�A HV WINDOW BLADE WORKING IN UNISON* o S!Y UARONS V USE TOR OtAD'VA ON Srif.TT 10 t NOTES ON ANCHORS REQUIREMENTS: WOAD SUBSTRATES 1.ANCHORS TO WALL,FLOOR OR SOI)WOOD SOFFIT SHALL BE AS FOLLOWS: 3,SUDSTRITE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE Ha,2 W/O-O.55(IMS) - 1/4'0 TAPCON ANCHORS,AS MAMFACTURED BY I.T.W.BUIL.OEIL W/MINIMUM EMBEDMENT As INDICATE)AT -DOUGLAS FIR W/040.50(N-DS) EACH SECTION ON SHEETS 18&17. -SPRUCE PINE FIR NORTH IN/640.43 EXCEPTION;SEE NOTE 2 BELOW. -SPRUCE PINE RR SOUTH W/640.36(N.0.S.) -MIN. 1/2'COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST Of LAD SCREWS AS PER NDS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLlXWHG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS-OF-THE ------ ANCHOR'S UMUFACTURM FLORIDA BUILDING CODE Nan Nigh Velocity hurricone Zone At1111.�4,,. ......... ,IAj.'•� 02017 TILTECO.INC. ®2017 EASTERN METAL SUPPLY,INC. ,sY ucl:Ns �,� BER THA HVTM Accordion Shutter System H.Y.BLADE#T Wf C(2 W/O H.Y.VdNDON BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.H DESCRIPTION DATE DRAWN BY: LC. 6155 NX SEV..3t,.Ste.305,NRCUG GAR0Di9,F[OROA 3318 Association, Inc. i OLD 15-085 7/27/7 DAM 07/27/17 � LAy Ph..:(305)871-7530,To.:(305)$71-7531 4268 Westroods Drive = DRAWING No � 1 .. 11 o-ndL 0I.Cooaa.com West Polm Beach, FL 33407 3 171 O' NAL tt Ea-0TILUr 4 / LII WALTER A WWT JT.P.E. 4 A++a E.OR.CA tic.1 44167 3 SHEET P.E. SE�C/BiP,tdA1'URE/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR J) HV & 2 Hii BLADES AS APPLICABLE MAX, SHUTTER SPAN L+ OR L— FOR INS S INTO WOOD WITH HV BLADE(1) ONLY -SHALL BE LIMITE0 TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING. SEE SI 19 FOR MAX SPAN & TA.-S.D. DESIGN RRESSURE R&TING FOR INSTALLAi WITH BLADE (1) 6A) WORKING 1H UNISON �4-"TAPCO11 OR - - PCON M ADVANCED THREADFORM TECHNOLOGY 1/4-0 TAPCON OR TAPCON WITH ADVANCED THRMrOi TECHNOLOGY Win.PENETRATION • I I I'V T, F"'i 11'- PENETRATION OF THREADED AREA TO ExtsnNG Na.AREA TO Woo I&L SEPAMDON EXISTING WOOD HEADER. HEADER.'(SEE SCHEDULE ON SHEET 15) TO MASS(SEE ) OR (SEE SCHEDULE ON SHEET 15) 1/4.0-20x3/4'0-200/4'S.S.MACHINE SCHENLE ON SHEET SCREWS W/ 1/4-- 11 FOR RAM(Dk* J 20 NUTS C 0 12'D.C. ON SIVET 19 FOR I" EXISTING I &ADCS ID&G CLASS___4 E E E 7 WALL OR I FINISH t,_-OPTIONAL C� ISTI 1 OR EXISTING MIN. REOUIRED 2"1 WOOD 1 4'0 TAPCON OR TAPCON WITH ADVANCED I HEADER REQUIRED READFORM 7ECHNOk.OGY W/ I • EXISTING SWAPAMON 1/2 GLASS---I TO CLASS(SEE Min.PENETRATION Or THREADED AREA TO L GLASS EXISTING WOOD HEADER. ONT.SILL q aAas(D To SCHEDULE OU SHEET 15) FOR ELADEVUli 0"1 E%ISNNG --(IEE SCHEDULE ON SHEET 11) OM SHEET 19 FOR GLASSi " REDO. &HV WALL HEADER INSTALUTION HV WALL SILL INS"T'ALATION OM HV WALL HEADER INSTALLATION F—T IAN.SEPARATION 70 CLASS MIN. SEPARATION TO'GLASS SEE SCHEDULE Ott SHEET IT)— EXISTNGSEE SCHEDULE 0.11 SHEET It CLASS--I EXISTING EXISTING 27x4' IN.SEPARATION TO CLASS I CLASS CI ASS—) COCONTI(SEE SCHEDULE ON SHEET 11) WOOD PLAYE --20 N UTS O'D. 1/4"o-200/4"S.S. SlMllWiIES USING 1/4 MACHINE SCRLAIs W/ -3 1.101 0 12,D.C. 1/4'-20 NUTS 0 12 WALL FINISH D.C. OR ___T 73 « (. r — 1 CONI WOOD P:Kii I', ED ED V Min. REOIX 1/4-1 TAPGON OR TAPCON WITH ADVANCED Zp T.R=Ro" .."OL. W/ Min. PENETRATION.1 THE.III. OR t THREADFORM TECHNOLOGY 1 1 1/2' Min,PENETRATION OF THREADED AREA To /4-0 TAPCON OR TAPCON WITH ADVANCED I I EXISTING.1111 IIEAIIEII* t 1/4-0 TAPCON OR JIM, REOV (SEE SCHEDULE ON SHEET 15) 7HREADFORM TECHNOLOGY W1 1/2' TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL Min.PENETRATION OF THREADED AREA 1114TO PLYWOOD HRFAVFORM TEC14NOLOGY SHUTTER ASSEMBLY. TV V11 I .11� ;_ �_ 1 . WALL FINISH 51LD5 L4 16, (SEE SCHEDULE ON SHEET 15) EXISTING MIN, 2':4' tin HFILILMin,PENETRATION OF 2-MOi SECTIONS CAN BE t1/2-UK COX PLYWOOD REVO. AREA INTO PLYWOOD COMBINED IN ANY WAY TO RFWD,PLYWOOD 70 BE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. R HV WALL SILL INSTALLATION EXISTING WIN'2*.4*STUDS 0 16'O.C.MAX, REG'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH MI�IC-S23 THE F.R.C. SECTION 2308 OF THE SEE M4101ONS OF INSTALLATION F.B.C. 'It 00- BLADE SHEET orl �)H SILL —to " @HV WALL SILL INSTALLATION FLORIDA 8UIL4111 CODE(Non High Velocity Hurricane Zone, 02017"STERN METAL SUPPLY,ING, 01 TILTECO,INC. ............. '% BERTHA HVTM G E I V, Accordion Shutter System /7V=kco c. A.S.S.A. KV. BLADE#1 W/OR W10 KV.WINDOW MADE American Shutter Systems li R. DESCRIPTION DATE DRAWN Si LC 0 & ENGINEERING COMPANY TILLIT TESTING 07 Association, Inc. I OLD 15-085 i7iii OWn /27/17 6355 N.W,361 St,$W=.%ROM GARDEN&FICROA 3316t (305)071-1530.fibit t(30S)871-1531 4268 Westroods Drive a ——DRAWING No ION *-.64 1 ftco*..f.� West Palm Beach, FL 33407 3 ......... ED-OD'i —107 WALTER A. LUT J.P.E.PIE. 4 17 " 11 pi-s FLORIDA LL--f 41,67 5 $ HEET 16 OF 20 6 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & A HV* BLADE �A PLICABLE) MAX. SHUTTER SPAN L+ 09 L— FOR INSTALLATIONS INTO WOOD WITW HV BIXDE M ONLY WALL FINISH $HALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE BATING. SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE Q) dk WORKING IN UNISON 144�,:DTAPCON OR No _EQ__T_EO- _T_2'MIN.— CEO 4 98' REQUIRED. EQUACY- THnMFWfTH ADVAN 1.1W"es" _T 777-7 -EDGE (IF APPLICABLE) W/1 1/0 2fM TECHNOLOGY STRUCTURAL AD 1, MW,PENETRATION 1/4-0 S.S. or eminv;WOOD DEW orj"RnEO AREA TO TO BE CERTIFIED BY I ODD HEADER: HEAD (SEE SCHEDULE ON SHE 15) Ftkn. MACHINE SCREWS RE"IERED EF4014EER OR EXISTING WOOD IN/1/4--20 NUTS ARCHITECT PRIOR TO TRUSSES OR ED ED 0 12'QC. SHUTTER INSTALLATION. 1/2" -1/2 RAFTER 0 24' D.C.REQUIRED ED 0 X20 TAPCGN OR .N WITH ADVANCED EXISTING SOFFIT 57- THREADFORM TECHNOLOGY 1 19 wK PENETRATION THR r ED ED-, A'x4'x1/8'CONT.ALUM,TUBE V (6063-76 ALLOY)W/ D AREA TO 160 LAG.SCREWS TO EXISTING WOOD HEADER. OPTION& (SEE SCHEDULE ON SHEET 15) 0 or @ RC`d RAFTER OR TRUSS. It, or@or@ D, @ • LOCATE LAG SCREWS U MIDWIDTH OF EXISTINGAT WOOD EXISTING OA114 2.4* 1 1 MEMBER,(2'Min.NOMLNAL EXIST -1 HEADER REQ'OOPEN HOLE AT EACH 0 LAIN.SEPARATION TO CLASS I I ( (SEE SCHEDULE ON SKEET I I)— EXISTING STUD TO ACCEPT PENETRATIONH)W.2H OF THREADED M;q, GLASS S/wo LAG SCREW AREA VAUD FOR AT CENTER OF TUBE. INSTALLATIONS 1511H 72pif I MAX.&SZ.DESIGN LOAD ANO EXISTING Tw gvxt.laND'-TD`M[AX.SPAN,THIS HY WALL HEADER INSTALLATION w4mLa 014 CLASS w INSTA"TION IS ONLY VALID 11 rCA MAW at Sal 01 stw Is _(DOR W I I Tow axe#)go FOR WOOD W/MIN.SPECIFIC at ��A GRAVITY OF 0.50 AS DOUGLAS 9W 19g ww 4M Ik FIR OR SOUTHERN PINE no, I 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY i OR OR EQUAL 2-LIOUNnNO;SECTIONS CAN U COMBINED .N ANY BY CEILING INSTALLATION WAY TO SUIT Off INSTALLATION. UU HV CEILING I 1 L T 0 Mn SEPARATKN r—MIN, SZPAPATION EE SCHEDULE ON SHEET 11) TO GLASS (SEE SCHEDULE E GLASS 014 SHEET 11) ALTER.M.ATE XISTINr i —0 \ , TO UASS(SM MIN,SEPARATION 10 CLASS EXISTING w4auz 04 Sw WALL— _j LOCATION EXISTING 1 'j 3 M"41 I Oil'�'1/4*HEX VX6,EIIN.klocc /4 -, P., '.M E�'HEAD TfK DECK REQUIRED -0', (D- 3/8 OR111 2'.61 WK.WOOD SCREWS 0 12'ox NO FINISH ILA. OR 4� DECK REQUIRED OF EDGE Of DECK Cx IF FINISH EDGE EDGE OF DECK­/ !:-1 /7; -f0EDGE. - IF APPLICA151 E E �.;"�4s SIS. IF APPLICABLE APPLICABLE _ -•- 'a TAPCO"OR /4 U'L";; HEAD 'L2'x4'pCQE1T. TAPCO SCREWS 1/4-0 TAPCON DR TAPCON WITH ADVANCED i W/1 THREADFORIJ TECHNOLOGY / I IS L LA_ THREADFORM TECHNOLOGY j2e4�20 NUTS 1/4-0 WCON OR TAPCON WITH ADVANCEO REA0FORM MIN— PENETRATION OF THR-43ED R B` , W/ 1 '1/2"M;fl�PENETRATION 0 D.C. EQ.D� TECHNOLOGY W/ 1 1/2'DIP.PENCTRAPON OF THREADED OF IHRDDED AREA TO WOOD HEADER, (SEE SCHEDULE On SHEET IS) AREA TO EXISTING W=HEADER.(SEE AREA TO EXISTING SCHED EXISTING WOOD HEADER. SEE U JIT OF UsE _i!ALIIZ;6M INSTALLATION L_,_-i - ULE ON SHEET 15) (SEE SCHEDULE ON SKET Is) HY V HY WALL SILL INSTALLATION (�)HV FLOOR INS W. --- FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone7,741 : .........."�F./ A 02017 7ILTECO,INC. 0 2017 EASTERN METAL SUPPLY,INC. V�-- BERTHA —HV—Tm 'CE. Accordion Shutter System A.S.S.A. RV. WDE#1 W1 OR W/o H.V.WNDW BLADE TILLIT TESTING do ENGINEERING COMPANY AmeFiCari Shutter Systems Icy.no CESCRIPnog DATE DRAWN SY: LC_ OA� sm"'w.".St.,St.,zo"MBONA Wwn,FLOPIVA 3116C Associatlon, Inc. I OLD 15-085 07/27/17 OAT-- 07/27/1-7 pPhonet(303)971-15.10.Fax:(305)871-1531 4268 Westroods Drive. 2 SMI / West Palm Beach, FL 33407 a —DRAWING No L WALTER k TILUt Jr,J,,P.E. 17 FLORIDA.U-_If 44167 5 P.E. SEAL%SMXiURE/DATE SHEET 6 17 OF 20 END INSTALLATIONS 1 HV BLADE OR O WINDOW BLADE INTO 2"x4" MiN. WOOD STUDS Yav,n9. vooP ST445 Ft4b. r2^a•4s1.aQ� x44•u9S, t 57l.•Qs REQ'0. k640 sTVQs.KX -. t/AY TAPOON '} xaY uW. (AS 0AnE) 1 / R+a1on 0 6.O.C. "I • E M000$TORS r I 1Y!1 IIr M`Ao, x (As AFP{ICF" m t/2*Cox 1 t rv.91 CY51uto cuss }' po Ptrr"000 IF flo / \ Oka MST. 1 1--F21swn L'l/Ss _ /-IXRiT1Np GtA55 } I ExiStW9 QUSS It \feslix ti IJI'ANI.cox }I�14 o wss i TO a.�.•1511 tUt Lx% uITCti PLYip.'t?, n cvi g w= ux F+x n4y -AET].tE M 9w - PLYWx 5714U1 QI sm to oAz(ux t/x•uxl.cox • TO MSS{Ta it rcf BAKq1 1I104Y x 11 Fai KAK dF SQEZRE Ot'3l73 flvto=. 3a1TAAE W gen W DELT ti gR I4443-rb)CQtt, F1rn9t iJt'IAN,cox ON 9117 19 FOT +t FOR M OaRa i!2 i 11 FOi HIM 1Tf ya 9IDtSmA a,./�H1 ,� Aluu.ctnsLx Plw,oOo. SMA WALL 1 a!stn 19 FIR i'"" Q1 9m ro rw }f2•au An fRWCs1E ,I11 I twin" r axf5Q*a�j r wuCSQlt� OF 1 t f 974 4. >at4ailx'SUS. .uwwQ9�'a•w., a9-2, ais mc, _„^_,,,.Tl �;., tr/4F-ta u,IAO R OCtgGlf LJ u1r14.,/s sus.14.T 4 "L 11 V 64,E ft A,19 I OR del ,^.�, stt MTN,x (I tlfl�L3� Pran s4F or.)"°S'1 } f OR S sm mrAi x FOR JOR 43* To TW.CNs SQ ocAL x .(�^Qe,.p.p-LQ. ME CaNTi CM4 { [�•"t C1J-8-@ 43 soc cav tcFal f-CY-©Q-C7-9 u�- 1RTRAM {�� ro/AALKS ti •b9r" p - .fy. pa•'�$•Q„#.�,.�.�� f'3•'C9-�•t5-�•Cji- oC.1••11-Q'3•f5i'•�"� �.L.�.�'-'�,Zg, END CONNECTION, DETAIL9 ENDCANNECTiON DETAIL(l) END CONNECTION C8},DETAIL END CONNECTION DETAIL MP{y4 s r1FxA�iu4 MnY FOR SPMS CRfwT1R Mott t2•-0' Yat-Y/L MOatI4`x IAACM!ntCN6F3 tlsY TA➢OOtt ANp.QS 714atIY Su.s. smRs RE'4� VI 7!jY kR. WI t i/2•t6,L 414 dG _..G GTASS^-� FQIy'iFARol1FEN1'1RAXN a 12'O.C. WL t1FARaxxi (_�_• _ to QA=I= ♦ SEE UMI�ATIONS of USE FOR to sfvtmw - . tom, - is t 1 4 4 OlAOE IA Ot4 SHEET 19 . To MASS sfl�lAi Q19[17' Pi 9xn 1D rpt _-.--_ .3�.L &AZS(DXv�.1 QNA16a1k FOR 1!2"ivtt III / t / ' LJ 1 ,IVy/� r__ OR CA- y+Q�•ta•(i«aE} .�s- -rtut mum 24F•uur.xtxw wAlA_: ^GD•O�y-l?s.4•£3- ilDoRrgoro tGcgCIS VIEW �a:• slLmsntoro, mlm .i'�+-Q`T.Lt �jx�y3. PLAN ClI1 C¢•fg£s« O 1}•3'£3^�9 DETAIL END CONNECTION DETAIL 01 ,END CONNECTION DETAIL t2 FLORIDA BUILD1 CODE Hon High Velocity Hurricone Zone 4�It1\Q`""'••,,.••••,•• C��•-a 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,R,C. V ••�`c�,y,�F•.,F'� .__ BERTHA HVTM A.S. .A. Accordion Shutter System KV.BtAt)E#1 W/OR W/O N.Y,WHOM RAIZ ' American Shutter Systems T & ENGINEERING y tv.d QtscaFnott DAM ouwN 13Y. Lc. ILLIT TESTING ENGINERING COMPANY (� Association, Inc. 1 OLD 15-085 07/2 7/17 oATt: 07/27j17 Q5s5 ttW.%0+.sL,51x.3R5.tiROa4A cNt4cZ15,R+ 37i1 -�-4r,� ' anon,;taos)e21-lsao,r4.:(sas)o71-1ss1 4268 Westroads+Drive x pRA5Y1NG No :4> .• 4i 9 moa:eaweoc9wcem West Palm Beach, EL 33407 3 7��07 =S�QNAL EN�Ih'. ' Ee-aooP7,9 WALTER l-DWT Jr.r.E. ' P.E. SFk/SIGNATURE/DATE FLORtOA LIC.$4.4167 s SHEET s 18 OF 20 t ,2 GENERAL LIMMO 9 AND COMMONS 11 1 F FOlt AERIHA It W BLAnE ACC WORKING IN 15 1211 tJNISQN WITH T 0> BI I.MAX.A.S.D.DESIGN PRESSURE RATING,+110,-110 P.03, T 2.MAX.SHUTTER VAN;96" 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6.7.AS WELL AS MOUNTRIGS U.0,T.U&W ON SHEETS 16&17, baNLY CUTTER-7 (BOTH(W/ ORLAYOUT, V E ALLOWED WTTf4 PAT MQ�& OPPOSING A OU� 47. 5 p OR r in CASE OF OPPOSiNO usr BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF In 11 5,(A)W Wl ONLY ALLOW A MAXIMUM OF 5 OPENINGS M.Ek END 0 - 0 (3*#HOLES)zwl i=T SPACINGS SHOWN ON SHEET 4. 0 0 0 0 1 — (a)um ctEARANcE fRom TOP OR BOTTOM EDGE OF w WINDOW BLADE &W.5 VANDGW� S _ OF ANY 3*0 HOLE FOR V SNAU BE 12-, ALLOWED 0i WIND StAll-E@ 0 (C)FIRST OR LW OWE COMM OUT FROM STARTERS AT ENDS WAY BE NY WINDOW BLADE(W (0)W WINDOW BL0E.%UUST BE USED ALTERNATE TO A SOLD W BADE 1O ER THROuDHour sKuTU ' DTH. (L7 CET MA SHALL ALWAYS BE INSTALLED ADJACENT TO A SOUD W SLACErAT E MATES SO&OF THEM. (F)POLYCARBONATE W WINDOW 9 SHALL BE INSTALLED TAN FACE SEE END THE URERIOR Or THE OPENTRO SUING PROTECTED.NY WINO V MUST BE ONLY INSTALLED AND LOCKED CONNECTION USING A W SETTING TOOL PROVIDED By ASSA, DETAILS ON SHEETS 10& I8 TMYP.. 0 0 •0 Inc. FULL HEIGHT.no 6.SEE ANCHOR SPACING SCHEDULE FOWINSTALLATIONS INTO WOOD FRAME 19 BUILDINGS ON SHEET 1%AS UUffEO BY SPAN AND DESIGN LOAD(SEE NOTES pp, 4 C4 9 1 &2 ABOVE). iv 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS IUMCIED BY SPAN AND DESIGN LOAD(SEE NOTES I &2 ABOYE). 8.MINIMUM SEPARATION TO CLASS SCHEDULE.PER ASTM E-10951 tYP PLAN FOR REQUIREMENTS) TOP&BOTTOM �fljvwg.,tO6 011140 ONE MINUUM SEPARATION TO CLASS UNUUtTEO WIDTH I THRU 3 1' Uri.SEPARATION TO LASS EXISTING ELEVATION '(SEE sooma ON SHEAT 4 Ct T11S VZ1 ICR=MaM MAIM cramgmgm(Rrfij wl&AxiEgiog oNLy) �i 'ANDW,9lf0R a§ QEE NOTE 4 ARQW T4Y P C16 CO) TYP. S El Cc TERMAYrs(D Allo YMV NOTE 4 ABOVE) 11/0 CSE PLAN TYPICAL Ill .HY BLADE WORKING IN UNISON WITH HV WINDOW 13LADE FA' -SHU-TTER* .11 IM I FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone: L OF Q. 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY.INC. BERTHA WWi L — Accordion Shutter System ECO 1 7Nc A.S.S.A. KV.MAX#1 W/w W/o KV.WNWW aAx American Shuffer Systems 4EV.H. MOUPTION DATE DRAWN BY; LC� TIWT TESTING & ENGINEERING COMPANY 5S NMI 36�SLI 5�105."0941A CARDENS,FJADA 33161 Association, Inc. I OLD 15-085 07/27/17 IL- /27/17 lnTT1nP:'y.4, �OJ� 07 WIT ........ ... Phan.:(305)871-1530.F-:(305)871-163; 4268 Westroods Drive 2 G <&. ..... '_3;M.Coftw Vieut Palm Beach. FI. 33407 3 'IN No I — 17-107 R X 1LUUT Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA 1 44167 SHEET IDA 19 OF 20-1 x, t/2'x D.D35-Tt CX INSTALLATIONS W/ HV BLADE & HV CENTERMATES 2.GDa'Max.- Mtn•ASTM M'a• �'�' -� * G03' Z M;.0-60 MV.STEEL 2 Max. METAL STUDS AiA-653 i8'GRADE O.C.a0 1/2 - -------- —(0 6 o.c. 40 INTO METAL STUD WALLS 4.a75' 3 30 �4»� NOMINAL AWMINUM SLEEVE to if F 6063-T5 ALLOY r 3/4-x 6,/a-•0.035-MICK Mm.P 43c _ 430 12 $o I CONT.GALV.STEEL TRACK CHANNEL.I a 6.O.C. a 6'o.C. . , SYSTEM INSINUATION TO MEt'AL_STUD WALLS ASTM A-653 GRADE ao um.0-60 ,, �•—I SEPARATI(1N TO GLASS .SCHEDULE A a.oao• GALVANIZED FASTENED TO srMDS + I wJ(2)!fiat/2-TEK SCREWS ON I EXISTING FINISH 39 t. MAX. ASA, DESIGN PRESSURE RATING: 175. - 75 {psf) r Mox. it71ERIOR&EXTERIOR FACE I AS APPLICABLE 1 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM a ASTM E-1996 SEPARATION 43c LENGTH t 1' EXISTING GLASS MIN.SEPARATION 1/ k� 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS (SEE SCHEDULE) / 4. ONLY ENTERMATE 2t W/ 24 HV LOCK ARE ALLOWED /d»(d-2OX3" BpLT I 1 THRU 3 1" WITH 21 ARRANGED A METRIOAL LAYOUT. MUST PENETRATE 43c I" USE O (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" t 3/4N 6 1/4'x 0.035'WICK W. EXISTING FINISH '. ! t � INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 250' h1.373 a50' OUT.MV.STEEL TRACK GHu1nEt.I S APPLICABLE ,i �-� CENTERMATE. l ASTU.0-653 STEN 40 utn.G-60 GALV(2)10 1/2'TEX C STUDS w/(z)lBxt/a'TEx scRtws oN 43c 430 'r+TERIoR&EXTERIOR FACE 6 6'O.C. O 6'O.C. 1/4'0-20 THREADS . ..;,i'. 'I* BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43 44» ECCO CONSTRUCTION 1/2' 12 38 CENTERMATE 21 APPLICATION WITH BLADE 10 PRODUCTS FAS—LQ({ HO TUA-6535'TH,GK twvves', m 6° O.C. COMPONENTS ASTM OALV. GRADE aO _ 2:-:I({a: MET LG-60 STUDS S AT SILL! WALL HEADER/SILL INSTALLATION _ METAL STUDS AT 16.O.C. 'N. '�"•�A•' EXISTING ftlt15H AS APPLICABLE SCALE: 3j$'a i' 1 (1YP.TDP&BOTTOM) A ' V t i 3/a'x b l/a'x 0.035'T7itCx tato. — — — —Z—— —— CONI.GALV.STEEL TRACK CHANE L. EXISTING GLASS - _ _ _ Iz- [I", ASTM A-653 A TE E40 Min.D-fi0 TTEO FASTENED TO STV09 ` IO43a 430 43c i i " i ! , MlNTO cuss GN VAf- = INTERIOR h EXCTERXDR FACE CENTERMATES W/ "1 I 1 ;;CENTERMATES W? . (' EXTERIOR ACCESS SIDE, I (SEE 5CHEaULE) Max. ., ! ' ::INTERIOR ACCESS SIDE I I ._--- ----- ----- ------ __ -------- ----- ---- ------------------- --------- ------ ----- ------ ----- --- - ------ ---- 6•(mn.) IN 3 t6'Min.) iN _ 21 ----------^------------------ ---- -- - --- - -- --- - - _ _ .,r__.rF- --- - - - ----- _--_-- 1 _ -- - -- -- 2)42 21 21 21 21 1' LOCAT a AT 1 z I I. _ ----- -- --- ---' - - - --- - -- HV NEAOERjs1 fNGs -- --- - -- - - — - - -- — - VIEW Y 4 (12)—/ 3 7/a' Typ.) (6"Min.) 24 ( SIDE CONNECTION TO TRACK "-' --- 8 ill" 7'" 7• 6 tj2'MAX.SLACK *Pk� {Cont.) EYA Hvq BLADE SLACK DETAIL HYF }l1L FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ,1 [T p,T�� r 02017 T(LTECO.INC. ®2017 EASTERN METAL SUPPLY.INC. BERTHA RWA -0 , A A y Ti. E C uc. ,� Accordion Shutter System H.Y.BIRDE#1 W/CR W/0 KV.WIAi M BADE 7 711 TICCIT TESTING & ENGINEERING COMPANY American Shutter Systema EV.R DESCRIPTION CATE DRAWN Bri L.C. Ti re�i ; D3s5 riw.36tA.st.SIe.365.+ARcnu G.Rnars.iTORM 331.0 Association, Inc. I OLD 15-085 07/2 7/1DATE: 07/27/77 • t;sP+'a+ -,` tV Phana:(305)671-1530.Fox:(305)871-1631 4,268 We5troods Drive a F P +ILA` a- .11 tat—O-Axam West Palm Beach, FL 33407 3 DRAINING Na Q.a''•.1OR10 > ED-OTim 4 17-107 •. f`,,qqt ..... ���, WALTER A.uurr,Ir.P.E. P. . S[AC A E'DATE FLOROA U.J++167 5 SHEET 6 20 OF 20 a