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HomeMy WebLinkAboutProduct approval 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. 6 389.2 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 imits 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 HVSA 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 Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 i The Statelof 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: https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 i i I GENERAL NOTES: 1,BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) NAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th COITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. BESIGN WIND INSTALLED WITHSSHALL BE DETERMINEDAS A DIRECTIONALITY FACTOR Kd0.0.85.USINGSECTION t620 OF ASCE 7-10 AND SHALE ABOVE LONED CODE.FOR A NOTEXCEED THE MAXIMUM IC(A.SA)DESGNND SPEED QPRESSURE RAATINGSRED BY THE SIINNDICATED WHERECTION SHUTTER iM19tL TABLE O� CONTENTS ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O,DESIGN NAND LOADS AREA�: HV BLADES(1) & BY MULTIPLYING THEM BY 0.6 IN OROERTO COMPARE THESE W/MAX.(ASA)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU I5. 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P,LD.,AS TESTED"WERE NOT OVER STRESSED"A 33 Z INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS RM USED iN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS:HOWEVER,A WIND DURATION FACTOR CDm1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED,CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SKEET 4 ATL REPORTS: TYPICAL WINDOW BLADE &WINDOW DETAIL -HV BLADE O 10214.01-03,#0715.01-03,#1004.01-05,#1214,01-05,+0317.02-06.00609.01-10 AND 80210.01-11 AS PER TAS-20t,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV_BLADE(1)AND HV WINDOW @LADE hid AND E-N996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&11220.90-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HY WINDOW BLADE 9 10505.01-08 AS PER ASIM E-i886 AND E-1996(MISSILE LEVET.D,WIND ZONES i,2,3)BASIC PROTECTION ONLY AND IY 8725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV SLADE(t)AND HV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WON EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET i9 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.Y.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION 70 TRACKS SHALL BE$114x2.75'AND(14x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.8 JIM YIELD STRENGTH AND 180 ksi TENSILE STRENGTH,PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENtERMATE ALTERNATING DETAILS IN SHEET 9 COATING APPUCATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD, 4.ALL.ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 k9I FOR END CONNECTION DETAILS i^6,CONCRETE/BLOCK SHEET IO 6005^75 ALLOY. M1AICtMUM SPAN TABLES SHEET 17 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50418 WITH 50 ksl MIN. YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE 6r BLOCK SHEET 14 S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH, ANCHOR SCHEDULE- WOOD SHEET IS 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE): 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET i6 HV BLADE 0&6 WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X. WOOD SHEET 17 &THIS BERTHA HV.ACCORDION SHUTTER SYSTEM HEARS A U.S. PATENT j6'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT/5'45$,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X,WOOD SHEET T8 METAL SUPPLY,INC. NLY a.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 70 BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE �A O ALL SHUTTER COMPONENT EDGES WHICH REMAIN"THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL FIV AND HD n Y ONL CENTERMATES AND ENGAGE OR LOCK ALL HV AND NO LOOKS. AIEA.4- HY WINDOW BLADE - 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1700.9.2 OF THE FLORIDA BUILDING COOS 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL.COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISOtCTION WHERE PERMIT IS APPLIED TO, 13, (0)THIS P.E.A.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. THE CONDITIONS WILL E ISCONSIDERED INVALID IF CONSTRUCTION PURCHASE SAFETY AT INSTALLATION INCLUDING URE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,FRONDED HE/SHE DOES NOT DEVIATE FROM THIS 1- THE CONTRACTOR DETAILED a»THIS DOCUMENT, SELECTION. SAFETY AT SITE IS THE CONTRACTOR'S FE SAFEIBI OF DRAWING SHALL ONLY BE USED TO OBTAINHIS ALTERE PERMITS IN THE STATE OF FLORIDA 4SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(CO.R.)FOR THE PROJECT AND WHO WILL DE PONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.EO.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. --- ---- - - _. FFyAAA�A"��rr� FLORIDA BUILDING CODE(Mon NiQh Velocity Hurricane Zone r. '"� 02017 TILIECO.INC. ®2017 EASTERN METAL SUPPLY, INC. - - -_;,_ BERTHA HVTM 1!L E C O I N C. �I�,,■wS w S■A. Accordion Shutter System ILv #1 w/OR wJa H.V.YF71+laM'BLADE TILLTT TESTING & ENGINEERING COMPANY �v�tj 4/6� American Shutter' Systems EY,R DEURIPTIOR GATE DRAWN 8Y: LG L Association, Inc. 1 OLD 15-OBS 37/27/1r LUTE Q7/27/17 % �� 455s N,w.36 k.sl,ss•.acs.NRraNu c+nnTNs.RIX aA 331 4.268 Westroods Drive 2 'rsrp Phone:(305)871-1530.Fax:(305)871-1531 DRAWING NO a-mal:t9t-.6-140- West Palm Beach, FL 33407 3 1iL EO-0006719 4 17-107 SIONAL(t ?IFI WALTER A.TILUT Jr.P.E. P.E.tE7AtfSI6t1S6RE/DATE n0�U..144767 5 SHEET 6 1 or 20 • LADC A VARIES. 4 1" 43 0 • =37 f (�)HV 9WZ180' UARTER HV SOLD BLADEUNIVERSAL ELDATER R QUALIFIED FOR USE W COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ HV BLADE(D HV DIRECI MOUNT HV BLADEQ (R HV WINDOW BLADE 6005-T5 ALLOY AND TEMPER ('�)OUALIFIED FOR USE V11 HV 6063-T6 ALLOY AND TEMPER ONS OF USE OF BLAD ON SH I 6063-Ti BLADE 373! -SEE LI 5 ALLOY TEMPER :124*Ya - 60 - TEMPER 3.226* 1.5DO*- .124 .085" (TYP.) 3,555' 194' 67 6� 072 q 842 4� _81 2 - ........... 7 HV ADJ. ADAPTER I p 4.436 920 072' 72* -iED U d/1 26' QUAIJI FOR HV WALK—OVER TRACK BLADE 5E OUALIFIED FOR UAE W/ KV (�)HV TRENCH TRACK I-j f OY BLADE . OUALIFIED FOR USE W/ HV AL 6063-16 ALLOY AWD TEM BLADE(DONLY. HV RAINQUARD BLADE I 6063-T6 ALLOY AND TEMPER OUALIFIED FOR U — $E Vel MV 63-T6 ALLOY A R VARIES 1.9491. BLADE , 1 1 VARIES 1.936' 6063-T6 ALLOY A% TEMPER ox, F 083' 08YAM 48 .093- 4-a- 093, .12 ct 60' 670 670 1,686'" 2p 0 sp-1 - 670 3-s - a* n1l HV CEILING HEADERHV—HEADERISILL 103 HD CEILING HEADERAIL OMUFIED FOR USE W/ KV BLADE(1-)ONLY, OUALIFIED FOR USE 1Y fD HV BLADE ONLY 6063-T6 ALL. AND TEMPER QUALIFIED FOR USE W1 HV BLADE(D (f4) HD WALL HEAD SEE SECTIONS FOR VALIDITY.- SEE SECTIONS FOR VALIDITY. QUAIJFiED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 13LADE(D ONLY. 6 TEMPER Y t COMPONENT A I a T1 T2 x N 2- 1 2' 0.125' I- 1D.C62.1 (:17) 2. 5'MAX. 1/6- 1/8- 3- r IOX90- 2* 5'MAX. 0.192' 0.192" 16 sim ANGLESZ) COINER POSTS QUALIFIED FOR USE W1 HV ALUMINUM ANGLES 2.6. BLADE USE %q1 HV 19ALIFIED FOR USE %V/ HV OUALIFIED FOR BLADE(1) -TS ALLOY BLADE Q)ONLY. A -2, 5-MAX. 0.139'io.t3i' 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER - i I I FLORIDA BUILDING CODE(Han High Velocity urricone Zone ' 110". Ok A. r/" 02017 TILTECO,WC. 02017 EASTERN METAL SUPPLY,INC. BERTHA KVTM Accordion Shutter System 50�Ecq A.S.S.An KV, BLADE#1 W/OR W/O KV.WINDOW MAX American hutter Sysfems CV.W. DESCRIMN DAlt DRAWN BY. LC. TILLIT TESTING & ENGINEERING COMPANY Assoclailon, Inc. I OLD 15-085 07127/17 WE- 07/27/1)F--I 6355 W.W.3M Vo.30%V20=4 0MOD4%nORVA 3316 St. OF 4268 Westroods Drive F2 (305)071-1530.Fax-(305)871-1531 DRAWING No West Palm Beach, FL 33407 3 [a-000 17-107 Z,o WALTER A T1U"ff*"10,,P.E. 4 r 0 fLOR04 Ur-#44167 SHEET P Solftx"'E/DATE 6 2 of 20 i 4 7611 �-�go�� i.ST6' t5' 2 293' 0,334" nAt READ!. 1KREADED- WsINGG CAMEL 1!d'-2D S,S.L. FA•tAEO iKRMO --OE CASt KO:VSEO PNNSED� DESS tuwl 0' ,o aro8. eRAss CrUNOER t.."6E7t L4'5-0 i ^ w . &.KM(OMM (CHROVE O ATEO) ee A3 mf PUTE6) 21 HY CEN7ERMATE '• HV 1K ® HV EGRESS LOCK - UALIFIED FOR USE W/ HV BLADE D& I LY 22) HV q 30 " s`S QUALIFIED FOR tV 6063-t6 ALL AND TEMPER GLIA ED FOR USE W/ HV BLADE 1 I& IA ONLY r'�' 4/. �,,, / Hv QUALIFIED OR USE Wj HV ._ 6063-T6 ALLOY AND TEMPER fLl HV �ORNER CE_TERMATE ONLY. BLADE 1 & �jPt ONLY, O ALIFTED FOR USE Yt/ HV BLADE I,TONLY -.F-..250"O,D. 6063-T6 ALLOY AND TEMPER p, =tC yD L7§6• WjjMOLDED TO 4.045* - 2' SCREW n V.566' 60'AFTER RIVETING OE£ORE RIVETING 1/4"P,-20 X .3/At", S,S. � BSM .CREW i/�-20 RIVNUT* _,,,,,t, $EA165 9{{4 f1llr,11,YUM(2024-TJ ALLOY){{R6E fEANLE THIN 7,tyq I i-- �7yp• t m SHEET MOSERf,PARI/0820.AS MNIUFACTUREb eY AVDEL LAY MALE "T" LOCK CENJj RMATECR ,PAFSIFPENY.NON JOSEY 07055 OR EOWJRFR014T ELEVATION LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE TONLY r ' HV FEMALEENTERMATE HV "T" LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER "'� OUALIt1ED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE0ONLY OUAUFIED FOR USE W/ HV BLADE(I)ONLY r- BLADE 1 ONLY, 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER- SY/HV BLADE t1:DNLY. '�yy U 1.917917` •nq �� 3.161 o f I � f--- d 4 t.3 1CYLINDRN 063' q CYLINDEERROR t41ry, .214.�i. .063 .062` .21d' 6 I KEY GYaNbER .. .545' �It n It m � 0.875"Mln. N �I $ i3 HD CENTERMATE p OUAUFIED FOR USE W/ HV BLADE i & AS 65 LIFTED FOR USE VI/ HV BLADE(q&& OA t 6063-T6 ALLOY AND TEMPER # HD CENTERMATES INSERT 6063-T6 ALLOY AND TEMPER4.. m stns QUALIFIED FOR USE V!/ HV BLADE lj& � - i!t" 5.s OR 3!8'6- 7HV3/8"0-16 6063-T6 ALLOY SAND TEMPER� ACEEAL TK6M85CREY.S. t1�2' ((tt --rgUMDTUR(SEE OETALS NDER OR IKEY 8LOCKING RODZ1 1.7$'Afgx. ' �l�t� S`�StiaGUALIFIED-T6 LLOUSE WN M OLE 1 : ACETAL HV 1/4" (b-20 AISI .304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK6065-T6 ALLOY AND TEIAPER C:1 i'2IES' S.S. THUMBS RL QUALIFIEDFOR USE-%V/ HV-BLADE0I & A ��5 INSTALLATION VACL REQUIRE A 7f1 HOLE _ THUMF S�.'+REWS M f DTSILLED AT"TRACKS-FOR--PROPER EDMENT UAUnED FOR yV B OUALIFIED FOR USE VI/ Hv BLADE 1Q FLORIDA BUILDING CODE(Non Nigh {velocity Hurricane Zone iI cF02017 DLTECO.INC, 02017 EASTERN METAL SUPPLY•INC. 11L p1- uer=� ti SOMA Accordion Shutter System A.S■S■A■7 KV BADE#I W/OR W/0 KV.WND(7N BLADE American Shutter Systems �.N DEscwPTloN DATE aRAhH�Y: LC TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 7/27/5 GATE: 07/27/17 • •' STATE OF 6355 NX,3e .51..St..361,MROINA OWD3A.FiCMA 3310f4268 WCSLFOOdS Drive 2 Ph...;(:05)871-153D.re.:(345)871-1531 DRAWING No C`,t.'•.F(�1t� Q,.;•(moi�1 .-"'0:th—oqe.— West Palm Beach, FL 33407 3 17-107 �s�.`•`./•Y�EiAl itQ",.•�"[V�.�t�~111 nAL3ER A.771iWTiJr.P.E. 4 p.E•JvuU, lU1Vl� i1Cj1)ATt TLIE Lk,j 44 67 5 �JI'iEET 6 3 OF 70 1 HUTTER ASSEMBLY SCHEDULE -FOR HV M HV12 MIN. LEAF PCE 41 THIN. M .062V Q HV GLADE I EqGE >-10A .1875,1 1 WE,R*R HV VVINDOW BLADE .0625' ipm�- .0625 '0625* 14V BLADE IA oil SLADE's 875" y KV LONG RECESSED NYLON BUSHING KNUCKLE .0625*4 39 (TYP) 1 0.0621 1 ALT op, 30 HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER (I)OR 0 1 wow Y HAAT RnoN ,0121- HV WHEEL CARRIAGE AISI 302-303 SERIES 44 5`L,446 X 0.158'0 AISI 302 SERIES S.S. RIVETS 3.75.001* 0,870'X.3/16"THICK NYLON WHEEL. 2 7ya-LIN, F-: I 315'0 SE=O.BEfIYEEN 0625' BLADE HV 1 3/4'ACCORDION PIN W/ 68 HEAD OPENINGS t 5 3/4 ON C NTERS HV 2 3/4- ACCORDION PIN W1 #8 HEAD 10 4 2 1/4' @ EXTERIOR CLEAR I POLYCARSONATE IMPACT-RESISTANT HV WINDOW BETWEEN TYPICAL HV WINDOW BLADE AND S PQLXC-A BONATE HV WINDOW DETAIL (D OR or @ @NOTE FO ZiElIREMENTS (D OR 9 POLYCARBONATE IMPACT RESISTANT ;y-WINDOW ABAYER MNKROLON 3103 POLYCARBONATE 12'NLN.c1EARn+cE RESINS, UV-STABILIZED GRADE OR SABIC PII4 BE UIREMENTS AT EXTERIOR-SLADIE KNUCKLE FOR TO BLADE Dan 3M INNOVATIVE PLASTIC LEXAN 103 RESIN OR (SEE NOTE "F" ON SHEET 19), HV In w ah 0 (D Y _j BE USED AT ALL EXTERIOR 0 (1) HV PIN 0 SHALL ALWAYS E BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR EXTERIOR POLYCARBONATE SOURCES FOR(a APPUCABLE HV (9 BLARE. gEICAL SHUTTER ASSEMBLY Typ"L PROPERTIES STAO&RD . S. PIN OR AT FOVOCE (2) HV PIN @ MAY 91 USED IN LIEU OF (D AND ONLY AT EXAIOR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D oo.324' (BEE NOTE * FOR 4 0.043 Vpr BLADE WHEN CORRESPONDING TO INSTALLATION "It", SHEET 71 REQUIREMENTS) .0�4 AM SSW 9.�o I-L 9.500 f" FIEW.ML STRE?--TH AT Y= AM 0760 312,500 P 1].400 "A ;,:,L FLOq.$UL U=XVS AM 07:3 40,00 L 3.'000"1 (3) HV PIN 0 OR @ W1 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ASW D256 I$ SHEET SMOKE DO ASIU 02843 47, X 04.5 X W "*EL CARRIAGE DETAIL REMBLY LAYOUT RATE OF TU 0 ASDOM C-1 CLASS4;-1 CLAM SELr"=N ASM D.929 1040'1 go-r xulbwaAM 0155 Mau STRaim AnER WTAJNVM -STU CIO 9302041. :a860 p— UZESS 6878EXno�r' ISTM 630 6461 P,.1 ft"t M) HV -BLADE SOLID fA HV WINDOW BLADE DETAILS W=E S N.T.S. P,T/I FLORIDA BUILDI CODE(Non Hiqh Velocitv Hurricane Zone7, 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA HVVA Accordion Shutter System =1L ECOmc. A■S.S.A. KV. BLADE#1 W/OR W/O KV.WINDOW IXADE American Shutter Systems 4EV.W DESCRIPHON DATE ORM14 EM L.C. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 DATE, 07/27/17 6356 Kw.34M St-St..ins.vm(w"WZENS.FLOFxA 33161 Pw�z(ZO5)871-1530,fc.:(305)871-1$31 4268 Westronds Drive 2 DRAWING No West Palm Beoch, FL 33407 3 .—.1 17-107 4r r77r r' WALT ES P.D. 4 ER A nUJT P.E. SEAL/SIGNATURE/DATE FLORG&L11-1 44167 5 SHEET A OF 20 ONCREIE ANCHORS POURED CONCRETE POURED !� OR CONCRETE BLOCK POURED CONCRETE (SEE SCHEDULE ON REQUIRED 1/4'0-20.3/4'S.S. CONCRETE REQUIRED SHEET 13) -- CONCRETE ANCHORS MACHIN£SCREV75 REQUIRED �roR - (SEE SCHEDULE ON 1Y/ i/4'-20 F^' CONCRETE ANCHORS ( - 17 )8 �:. EYSiONE(SEE U5UNMMEDON SHEET 7) `�SHEET 13) NUTS Q 12'O.C. ! - (SEE SCHEDULE ON SHEET 13) { ' 0 ! in r 1' Min. 1/4'0-20x3/4"S.S. Min. on 1 4 .• EO- EO UACHINE SCREWS EQ EO USING 1/4'-20 NUTS '1/2. -- 19 tj2. 1 © 12'O.C, aR i g � L13 OR 15 f p*. -- - .250' !F.D. i +,�___ �Ivvll 1 !!I I+ .250'MO.. .£' __ t E t f-1 EA! \\ i .I OPTIONAL OPTIONAL Mtl SF10 + ro at+ _ ' Y1 i MiN,SEPARAiLO7+t TO GLASStffR RA1 OR + EXISTING9! ri 1 r �' '+ 1 CLASS SChEDULE ON SHEET I))- t EXGLA1S7S-- gµrylS tDd�Q� ;— MIN.SEPARATION TO GLASS " XISDNC (SEE SCHEDULE ON SHEET )1) cuss �LJ O HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION +_ KEYSTONE . EXISTING .� t-.---. _ , 1 '. MIN.SEPARAVOU TO GLASS it+ ✓^ t 1 (SEE SCHEDULE ON SHEET IT) t{ GLAs lens SWARATIQi 1 OR ( 1 1 EXISTING J Iii rb 7Ass(SLE r MIN.SEPARATION TO CUSS GLASS I..SotOtxE 94E't (SEE SCHEDULE ON SHEET i T) Ii rt7!i7#9 sMRO� i o1 9FET r0!OR eJAs Q1Q fes/ $ EXISTING ' 7 OPTIONAL i 1 CLASS ' I I ' i i t 1 fs• Max. OPTIONAL •i i 1-,� "' 13 a9 15 i i ,1/2.. 19 Fi t^-EOEO OR 1. - 12 aR j 1/4'0-20x3/4'S.S. 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X2017 EASTERN MESAL SUPPLY,INC,' ERT A VTM c- +ice' A Accordion Shutter System EL ECO N a, ■ ■ t(v. RAIX#1 w/OR w/o KV. MNIX7N 13LAOE TILLI7 TESTING & ENGINEERING COMPANY American Shutter SystemsEV.N OESCRIPDOR DATE DAAYlIe BY L.C. (4 tX Association, Inc. I QLD 15-085 7/27/1 DATE: 07/27/17 �( '•,• (� 10 ..:'t4 �� 5555 N.W.aim s..sa a3.vRcxu a4R50 x.Wawa 3xs 4268 Westroads briva : Ph* :(305)071-1530,F.,r(305)077-7531 DRAWING No S�QNAI EAG ,P .­1:ulxeaoa.ca West Palm Beach, FL 33407 3 17-107 7_I o 7 �'�rr•rrNNr"+'A+tt R A.TIL 5Ti9 4 .� WALTER A,RLN Jr.P.E. P.E. SEAL/SIGNATURE/DATE r[oRDA u:.f 4u07 s SN6�OF 20 POUREDCONCRETE ANCHORS JAW31PAAM ^�� I t mSEPAAMU �_(SEE SCHEDULE ON SHEET 113} TO am(SEE r r t OR � i r 1 O m GABS CONCRETE 1 i • REQUIRED EDGE OF ;1aT��A'0 EXISTING 1 (•IstC [Our j ON- ACQUIRED + 1---� SLA9 IF ia GAS'Y t... j', E D MPUCABLC EXIST ALTERNATE 'NOR { I EXJSTING I IOCATADN #100/4' WASHER HEAD i t aR 1 OR 15 3/81 wN. �11_TEK SCR O 12'Q.C. ' '' DGE OF 3/I S ANCHORS $ LAB IF I , _ 7 a (SEE S HEOULE ON SHEET 13} , r E4 `,"'• 'EQ �` �. APPLICABLE ' ECGE OF t 0 EXISTING ' I i EOOE OF-" ( . ',�'-,' StAfJ ff iL'2f GLASS---) SLAB 6 'I{ ,' i j2' t' EDGE OF - APPLICABLE " Art iffA91Qlb, I APPUCAEtE -E.O..' '.E.O, -SLAB B RODrPOURED - { 10"SS(� r APPLICABLE CO RETE •.___.E.0.*-- CONCRETE SEE'SCHEDULHOD E ON SHEEYHOGS -.( t���� 4, POURED R MIRED REQUIRED ) t CIA Sal 19 tat r 1 O � CONCRETE FLAT HEAD CONCRETE ANCHORS tsuXs�& REQUIRED E.D,' -1-D." (SEE SCHEDULE ON SHEET 14) I1 C S O r �D LY FOR UP TO +70, -75 PSF A.S.D. NV WALK—OVER-INSTALLATION DE PRESSURE RATING &FOR SPANS PER (Q) HV CEILING INSTALLATION 3 H FLOOR INSTALLATION t HEDULE#3, SHEET 11 t5T11JG N SIP to, .stA7Asrtn CONCRETE AJ- ORS awss 15) -"- V _r,•9.,e, •t7 � ' �� (SEESCH�ULE ON 1/4b RWMAFAWa=CZ w h EXISTING OR J4 EXISTING -. FE4 ANCHORS WGLASS uO/ CLASS EXISTING Ym OC FOR UP TO 6'-0• AAO ' J 4.O.0 FOR SPNS LLAIAM `t I !'7 i i 1 ji• Aja ' 6••a-to TO I•- U%X,APPLY 4 . 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POURED CONCRETE (SEE SCHEDULE ON ON SHEET i SEE NOTE 113(0) PO D CRETE OJi SHEET 1 ftOR£QU REDR£TE BLOCK SHEET 14) v OR C FEE BLOCK "' REDO KEYSTONE-M"OUNTING INSTALLATION LLU.I,W A Of5�G17 PAESSURFi+a4;72 psi coHCRETE yV WAL(LFL04R INSTALLATION _OVER INSTALLATION ,rAM ITER spill W-11,REQUIRED HV RAING (Q �IARD INSTALLATION OPTIONAL POURED t imzE HSTAt6ATJONSiTA'�BE VOTE FOR COURNATI04 OF SECTIONS, • E D. -EDGE DISTANCE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT N SEE UJAI AiIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECInCADONS ON SHEET 13) OR ENTRAJJCE BLADE to ON SHEET 19 ASSEMBLY INSTALLATION DETAILS W/ �1 HV BLADE___ 2-NY,WAY TO SUIT-ANY INSTALLATION..SECTIONS CAN BE COMBINED-IN ANYWAY T 1 A. .,,mac FLORIDA BUILDING CODE Lion High Velocity Hurricane Zone, -- 1 ''•,+ �' t/"+ 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM ^ —�-� *; O' �III.IE G O INCe Accordion Shutter System E(,V. BLADE#1 W/OR W/O KV WINDOW&ADE TICCIT TESTING ENGINEERING COMPANY American Shutter Systems EY.N DESCRIPTIOR DATE ORAWII BY LC U 4 i Association Inc. I OLD 15-085 7/27/1 2..- 07/27/17 >+c`�•'• Q �.% �II+ assn N.w.3sm sI.su.3os.YiRaxi4 aARDars.TIOR44 3116 + Ph...:(305)871-1530,ro.:(305)871-1531 4268 Westroods Drive 2 DRAWING No �7 LS/Q � N�\41+I ._mm:IA1 Q.WLe m West POIM Reach, FL 33407 3 ED-0006719 4 17-107 � r rrl WALTER A TICCIT Jr.P.E. ...... FLORCA Lk-!44167 5 SHEET P.E. SEAL/SIGMATURE/DATE 9 7 OF 20 _ SEE-END WALL CON 0 ETS 10 A 18 SEC NOTES ON LOCKING RODS(D,HV LWKS F0—U–T1 —IN EXISTING CLASS **BLADE SLACK DETAJL HVF IS VAUD FOR ALL BLADE W/ HV CENTERMATES CEIIIERMATIES APPLICATION WITH 811ADE(D (2t , 22 0 SEE END WALL CONNECTION FEXISTING GLASS DETAILS ON SH I ---------------- E Y 7 At4C" TO CONCRETE �T-BMA— CENTER 411 O'C.FULL UENGHT. w Lit ION 71 -TQS III I (�M (SEE SCH E - T -----------�7–A--q 03 HVA .(D.@ EXISTING CLASS POUR AM OR VE BLOCK WALL 1.0 ED �-EXISTINC CENTERM TO CLASS 'I/ GLASS '0- GLASS ATES (SEE SCHEDULE MIN. SEPARATION TO CLASS I ANC RS 2 3w VARIL-1 1/2-MAX.SLACK _ BERTHA HVTIA utter System Accordion Sh 7171 77LE7C 0 N c, A.S.S.A. RV.MADE#1 W1 CR W/O KV.WNCOW SAX American Shu"er Systems REV.N. DESCRIVININ DATE DRAWIA BY., L.C. TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILUT Jr.P.E. 4 17-107 FLORIDA BUILDI CODE(Non High Velocity H,,rri..nL Zone� HVD C-2017 TILTECD.INC. 02017 EASTERN MEIAL SUPPLY, INC. 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AS UMUFAMAM BY MEL CHERRY Tc'109'4,PARSPP M NEW irAs" 07034 on EOVAL @ &ANO MA.,�00-wou 6 MR MI,MUMAMS APPUCAMAS WON AMC F-n-44 ON IOMNO AVOS Q) wC'S HOD—HV FLOATING =X FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: ....... L 2017 EASTERN METAL SUPPLY, INC, F+CM1' 0201-1 T I TECO,INC. BERTHA VTM D. T c—oin.. A.S.&A. Accordion Shutter System riL E KV.RADE#1 W1 OR W10 N.V.WINDOW 91IX M.9. DESCRIPT1614 DATE DRAWN BY. LC.American Shutter Systems TILLIT TES TING & ENGINEERING COMPANY Association, Inc. I OLD 15-065 CAM 07/27/17 Q p 63"RIX 369, $W 305.1ARCINIA CARDIN%FLORAk 33161 k U, 4268 Westroods Drive —2 DRAWING No NAL .......... �F..:(305)071-1531 West Palm Beach, FL 33407 17-107 Fe-C'M6719 WALTER A 1ILUT Jr.P.C. MORIOZL�--#44 167 SHEET P.E. SEAL/SIGNATURE/DATE 9 OF 20 POURED CONCRETE- - POURED CONCRETE OUReD CONCRETE POURED CbNCREfE Ck OR CONCRETE OR CONCRETE jj CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED > ZEXISTING CLASS 7-EXISTING'GtASS EXISTING GLASS CONCRETE A14CHOR 1> MIN- MIN.SEPARVION < 0 16-D.C. EXISTING GLASS ' F < TO GLASS(Su- JAN.SEPARATIO4 2.MIN' f- l " ILK SEPAPATION I SCHEDULE ON SHEET TO CLASS= I W4,Sb�ARAITON 11 FOR SLAM TO CLASS(SEE ED EQ TO am(SEE SCHEDULE ON SHEET '91 S�W AAX ON Stw 19 T�r SCKEDU L SOCOULE ON SWET I�1!X3 I I FOR BLADE ORO I IT FOR SLADEMAND (606 NT. (D&0 SHEET 19 1/2" ON SHEET 19 FOR ON SHEET is FOR -AtUM.CLOSER R.Am M&a (LOCATE AT PLATE1/2 EITHOR SIDE HER CATE ATE MIN USE Of 5 U I*OR 2*VAX. Ch--—-—- (AS APPUCA13LC)x2"xl/B*XO ALUMINUM CUP ANGLE 5O.C. (6063-76 ALLOY)AT MIDHEtCHT 0 16'04. (1)f I Ox 1/2'S.M.S.TO(rn44D) (2)1/410 TAPCONS ANCHORS TO ANCHORS To I. 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A c D DESIGN NEGATIVE PRESSURE ggT1ND ANO A CORRESPONDING MSTALl OUNTING TYPE FOR CONCRETE OR CONCRETE . ANCHORS $ CIN LEGEND POURED CONCRETE 5EE uoaNnNbs A,e,C,o AND oN StIEET @ POURED CON CONCRETE 13LOCK TAPCON OR - A WALL NFA _1AOUNTINC I (A)WALL HEAD MOUNRNC SyAly HEADER IADUNRNC -O-WALL SILL OUNTINC D WAI1.SIU. OUNRNC C&r WALL HEADER/SIU. TAPCON WITH ADVANCED SPAN W WI LIOUNTINa THREADFORM TECHNOLOGY (h) A50.1 MGN MAN PRE99A8'.RMNO Asa p6Y0Y IEGtTNE PF.4M F fU17YO Asa OL4GI NE61TNE F'R SMAM IW'@l0 'A.S.D.OE$OI NEOME FREsS 9 RATINGAsO.oE971 IEGIaE P9mm PAM Asp.ME=wwK 1'9ESSURE MT,% ALL POINTS SOLID-SET SO 44 60 75' 80112011601205 30 40 SO 73 90 124 t60 205 JO 40 60 ?5 90 120 160 205 7A 40 60 75 00 120 Ido 205 30 40 60 73 60 120 150 205 30 44 dO 75 90 120 ia0 205 BLUE TAP 14 12 t0 9 8 I 0 6 5 14 12 10 9 8 1 B 6 S 14 12 10 9 8 B b 6 14 12 10 9 1 8 8 e 1- 14 12 10 9 1 8 8 1 B 1315 a a It 8 8 6 7 5.3 3'-0' 14 12 110 1 9 8 6 S 6 14 42 10 9 0 6 6 @ 14 12 10 9 S. 8 6 6 14 12 TO 9 8 8 8 1 6 14 12 10 9 a 8 1 8 1 a a 8 1 9 1 8 I 8 I a a a TAPPER+ OR LM tf 12 IO 9 8 8 6 S li 72 10 9 8 8 8 6 14 12 10 9 8 B 6 6 14 12 10 9 8 6 @ S I4 12 IO 9 @ 8 6 8 @ 8 B B B B 8 8.3 14 12 10 9 8 a 6 6 14 12 10 9 a a 6 a It t2 t0 9 a 8 5 6 14 12 t0 0 8 6 6 14 t2 10 9 8 B 8 6 B 8 8 @ 8 8 8 7 [4 i2 t0 8 8 a 8 4 14 t2 10 0 8 8 6 0 it i2 YO 9 8 8 6 6 14 12 ib 9 8 7 - - 14 12 YO 9 8 7 5.3 - 8 B 0 8 8 7 55 4 41-0- li 12 f0 9 B e 8 4 14 17 10 9 8 B- 8 5 14 12 10 b B 0 6 8 H 12 10 .9 B 8' S.5 - 11 12 10 8 6 0 8 d 8 B B B 8 $ B B ti Y2 10 9 8 @ 4,3 - 14 t2 YO 9 8 8 0 4 14 12 10 0 8 8 6 6 14 12 10 9 a 8 - - 14 12 10 0 8 8 a $ 8 a 6 8 8 6.3 S Y4 12 10 9 9 6 6 4 14 I2 iq 9 e 8 B 6 14 12 10 0 8 8 a 6 14 -12 10 9 0 8 - 14 12 10 9 8 5 5 6 8 8 8 8 8 7 53 14 12 10 9 8 a 15 - 14 12 10 9" 8 e 8 3.5 14 12 t0 9 8 6 D 6 14 12 t0 0 75 - - 14 12 10 9 7.5 .5 - 8 a 8 a 7.5 55 4 S {` SEE ANCHOR 5-0 14 12 itl 0 8 8 4,5 - Y4 12 10 9 a a a 3.5 it 12 r0 9 @ 8 6 6 14 12 10 9 @ 7 - 14 12 10 9 a 8 6 = a 8 B a B B 8 @ 14 12 10 9 @ 0.5 - - 14 Y2 10 0. 8 8 4.5 - 14 12 10 9 B 8 6 5 14 T2 10 9 8 3 - ti 12. t4 b a 7 -5-8-8 8 8 7 5 4 SPECIFICATIONS Ti 12 10 9 8 6 4 - 1L -12-10 9 8 $ 6 3.3 T{ t2 10 9 a 8 8 a 14 12 YO 9 8 - ^ t4 12 td 9 B 7.3 - 8 8 8 $ 8 7.5 5.5 4 ON SHEET 13 14 B 5.5 3 - 14 12 YO 8 8 4.5 - 14 12 10 9 8 8 8 d I4 12 9.S 7.5 4 - - - 14 12 9 .6 3.3 - 8 8 8 7.5 6.5 4.5 J5 Y2 YO 9 8 5,5 •+ - i4 Y2 1 4 8 f5 ^ 14 12 10 9 8 8 6 6 14 12 10 9 8 4 - 14 t2 t 9 a 4 - $ a a 8 a 8 8 7.5 14 12 10 0 8 J - 14 12 10 8 a - 74 12 10 0 B 8 6.5 35 14 12 10 9 4.5 - - 14 12 10 5 { - 8 8 a 0 7.5 3.5 4 J 14 12 10 9 $ 'S 14 12 10 9 8 8 4 - 14 12 IO 0 6 8 6 5.5 14 12 10 0 5 - - - 14 12 t0 9 8 4.5 - - a e 8 8 8 6 4.5 - 14 12 10 9 8 4 - 14 12 10 6.5 J - it 12 10 9 B 6 6 14 12 8 {5 - - - '^ 14 12 55 - - 9 B a 8.5 &$ 4 3 - T-O` 14 12 10 9 B a - N 12 1 4 &5 J - to 12 10 4. 8 8 6 - 14 f2 10 9 6 - - - 14 12 0 9 7 - 8 8 8 8 6 8 7.5 ff 54 12 14 9 4.5 ^ - f4 t2 Tq 4 -- 14 12 IO 9 6 7 4 - i4 12 10 3.5 - 14 12 1 6.5 - - 8 a a 0 6.5 5 3.6 - 14 52 10 9 7.5 75 - _..- l4 12 1p 0 8 8 - 14 Y2 10 9 8 8 B ^^ /4 12 10 6' - ^ 1412 10 a5 7 - - - a $ 8 8 7 S 4 14 12 10 9 55 J - - 14 t2 t 8 4.5 - - 14 12 10 0 a e - - 14. TI 7 - - - S4 It 7 3,5 - - - 0 6 7 35 45 3.5 - 8'-0` 74 12 10 9 5.S - ^ 14 12 I 9 4.5 _ - 14 12 10 9 8 B - - 14 12 10 7 4 - - - 14 12 9 6 3 _ 6 8 8 0 6 7.5 7 a SEE UYA ATION3 OF USE FOR 14 12 10 5.5 J - - 14 12 10 $ - ti 12. /D 9 8 SS - - 34 12 &5 J - ^ 14 12 4 8 -e 8 ? 85 4 3 DUDE lA ON SHEET 19 44 12 t0 . 5 - !4 12 r0 9 8 4 - 14 12 t0 9 8 8 ^ 14 12 95 - - - - - i4 12 8.5 7.5 t.5 - - 8 B 8 75 8 4.5 - 14 12 10 85 {.5 - - - 14 12 10 9 7,5 - - - -U- t2 10 9 a - 13 95 4 - - - - 13 95 65 3 - - - a B 6.5 S 4 3 - 91-0` t4 12 t0 &5 4 - 14 12 10 9 75 - - 14 12 10 9 8 - - 14 12 10 3 - - 14 t2 10 9 55 - - ^ 8 8 b 8 8 63 6 S 14 12 &5 1 - 14 12 10 9 4.5 - - 14 12 10 0 7.5 - - 14 115 4.5 - - - - f4 tt,5 75 a - - - B B 73 6 5 4 - 14 /2 10 6 4 - 74 52 IO 9 7 - 14 12 10 9 8 - } 12 5 - - - - - ti 12 9 65 - - - 8 8 8 6.5 55 4 - t4 12 9.5 5 3.5 - - 14 12 1 5.5 - - 14 12 IO 9 8 - - 11.518S - - - - - 11.5 B,5 - _ 0 a 35 1.5 J.5 - IO'-0' 14 2 9.5 5 3.5 ^ - 14 72 q 9 5 - - - 14 12 10 0 8 - - - 14 12 7 - - -• 14 12 0 75 5 - a Is a a a 7.5 45 - 14 12 &5 3 i4 12 i 3 - - 14 t2 14 9 6 ^ - 14 10.5 3 - ti ID,5 7 0 7 5.5 - l4 12 9 4.5 J - ft 12 to 9 5 - I, Y2 t0 9 8 - - - it 11 - - - i4 tl .5 ^ - - - 8 8 75 6 5 - 14 12 7 - 14 12 10 - - 14 12 10 - - - - 10.5 8 - - - - - HL5 8 5 - - - 8 6 5 a 3.0 - - 111-0` 14 12 7 - - - - Y4 12 fO - _ - - 14 12 1p - - - 14 12 5 - - t4 12 10 - - - - - B 8 $ @ 8 7 J.5 - 14 12 4 - 14 12 t0 - - - 14 12 10 - - - - 125 9.5 ^ - - -• 12.5 95 6 - - 8 It S 5 4 3 - 14 12 8.5 - - - - - 14 12 10 - - 14 12 10 - - - 33 10 - - - - It 10 7 - - - - 8 a 7 55 4.5 - 14 12 &3 - - - 14 12 14 - - - - - 14 12 YO - - - 0.5 7 - - - - 9.5 7 J5 - - - - 8 7 4,5 3.S 3 - - 12'-O` ti 12 5.5 - - - - - 14 12 10 - - - - 14 12 10 - - - - 14 12 4 - - - 14 12 10 = - - - - 8 8 8 a a 6 3 U 12 ] - - - - t! I2 0 - - - If Y2 10 - - - - - 1f5&3 - - - II.S @.$ 4 - - - - - 8 a 55 44 4 - - T4 12 3 - - 14 12 /O - - - - - }{ 12 i0 - - 125 9.5 - - - 1J.5 9.5 ..6 - - - - s $ a. 3 4 - - - HV BLADE OR � HV BLADE It 12 - - - - - 14 IS - - - - I4 12 - - - - 9 4.5 - - - - - 9 &5 - - - - 8 0.5 4.5 S.5 3 - - ry ,A/ A T31-D' 14 12 - - - - - - 14 - - - fi 12 ^ _ - ti 12 - _ - - - t4 72 - - _ - 8 6 8 6 8 4.5 = - yy4� fi Al t ill tA)INL/Gr9 BLMDE to 10 - - it 12 - - ii 12 - - tC5 55 - 05 8 - 0 9 S 4 1.5 - 1lII �I/�n V YY 14 12 ^ - - - - - 14 12 - - - - 14 /2 - - - - - - 1a a - - - - 15 a ^ - - - 8 6 4 4.5 - - - - WGI[f�iNG iN UNISON /4 12 - - - - - 14 12 - - - - - ti 12 ^ - - - - 8 3 - - - - B 2 - - - - 8 8 4 J - - 141-0'.14 12 - _ _ _ _ _ 14 12 - - - - - 14 12 - _ _ _ - - 14 9 - - - ^ 14 12 - _ _ _ _ _ B e 8 0 7.5 4 - l4 7 - 14 12 - 44 12 - _ - 10 t - - - +0 7.5 - - - _ - - 8 73 $ 4 3 - - - 14 115 - - - - - -it 12 - - - - - - 14 12 - - --10.5 4 - - - 10,5 8 - - - - 8 B S 4 - - - - 14 - - - 14 _ _ - 14 - 7.5 - - - - - 7.5 - - - - - - - 7.5 5.5 3.5 J - - - ti - - - - - 14 - - - - 14 - - - - I{ - _ _ _ _ 14 - - - - - 8 B 8 7 7 35 IS'-0`j{ - u v - N ^ 9 0 - - 8 7 4.6 Tel 3 ii - - - ti - - = _ _ - 14 .. - _ - - SO -' - - - - .� 14 - - - _ - a-14 - - 14 - - 1t - 7 7 7 5.5 15 14 - - - - - 14 - - - - 14 _ - - - - - 14 - - - - - 8 a 8 1.5 8 3 16'-0' 14 ., - _ _ - it g _ _ _ _ _ _ g _ _ _ _ _ - 8 65 4 ?5 44- --- -- - - --- - u - - - - - - 14 = - ,A, 5 - - - - - - 95 - - - - - e 7 4.5 - - - - - FLORIQA BUILQINfr CODE(Non Nin Velocity Hurricane Zone 02017 TILTECO.INC. 2017 EASTERN METAL SUPPLY,INC. ,t V V�cENs BERTHA HVTM tAccordion Shutter System 1 L ECO INC. A■S■S.A■ KY.&JDE#i w/DR w/o Itv.Y1iNJthY WIDE TILLIt TESTING ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAM ar: I.C. Y Association, Inc. I OLD 15-085 7/2711 DAL 07/27/17 `3 a35S im 46-A st,54.305.NRCiliU ORR0019.Rd60A 331 �UrIIUT' `4 1't� PNane:(305)871-r3J0.Fa.:(305)871-1531 4268 Westroads Drive 2 DRAWING No 19 ..•.......•.G`cjllltl ES-0006719 West West Potm Beach, FL 33407 3 17-107 NNAL�� WALTER A.TILUT J1.P.E. FLORIDA U--P 4416? 5 SHEET P.E. SEAL`f'BKtN'ATt1RE/DATE 6 12 OF 20 YI ANCHOR SPACING fin.) SCHEDULE FOR-A-Gf�N-MAX,-GH_ lirTFR-SPAN.- SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES g D ;NECATt1E, SSIRE,R47IRG AND A CORREMDING MOUNTING TYPE FOR{OuRErE OR(ONCIEE BLOCK INSfAIiffi(OHS (SEE MOUNTINGS E.G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE 511N.1.BE AS FOLLOWS: POURED COIN MWOGNORETE BUICK POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Min.VC -J keg) SPAN AM E(�WALL-SILL MOUNTING ©CEILING MOUNTING HQ FLOOR MOUNTING - 1%4`0 TAPCON OR TAPCON-WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.W.8UILOEX. (Min. C•c-3 kA) WO ANCHORS SPACING LEGEND -1/4"e x 3/4'ALL POINTS,SCUP-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Ml.n re-J b7 (R) aE56N HETAM1E Pkk1SURE A.OE9GN kEGMAL P(85ARE RATCA; M OE M2J wxwrE PFt59hlE Wtle40 -1/4`0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.1.4- 2 k9i) TAPCON OR t 4 0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC,.AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY 30 40 tW 75 90 120 180 205 30 40 60 75 90 t20 160 205 310 410 60 75 9b 120 160 205 TAPCON WITH ADVAHCEQ - / 14 12 1D 9 B a 6 5.5 14 r2 t0. 9 a e 6 8 1 t2 }0 e 6 e 0 6 THREAOFORM TECHNOLOGY COMPAFIY OR MAY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3•=0' i4 t2 10 9 B @ 6 6 /4 12L.1D It @ 6 8 8 14 12 10 8 8 8 6 6 (Mia,re=J k4i) DR 14 12 10 9 8 a 8 6 14 12 10 9 8 8 6 6 14 12 10 9 0 8 6 5 ALL POINTS W/CAP BLUE TAP W/CAP NOTES: 14 12 10 9 B B 8 ry 14 12 10 0 8 8 G 6 14 12 10 9 0 8 6 8 TAPPER+ At}MINIMUM FINBEOMEtd INTO POURED CONCRETE OF TAPCON OR iAPCON W17t4 ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 7 53 3A 14 12 10 9 8 8 6 6 14 12 10 9 6 8 fi 5 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. 14 12 10 0 8 B 6 0 14 12 10 9 0 8 6 6 14 12 10 9 0 B 6 5.5 4'-6- 14 12 10 9 8 8 6 4 t4 12 70 4 0 8 8 4.5 14 12 10 0 6 6 4 3S A2)MINIMUM EMBEDMENT OF 1/4.0 r 3/4'ALL POINTS SOUO-SET ANCHORS SHALL BE 7/8•INTO THE POURED CONCRETE,ND EMBEDMENT 14 12 10 9 0 8 6 4.6 14 12 40 9 a 8 6 3,5 14 12 10 9 8 B 6 48 INTO STUCCO SHALL BE PERMITTED, 1/4`0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 12 t0 9 7.5 5,5 3.5 - 14 12 10 9 8 @ e 5 /4 12 SO 0 8 7 SS 4 •SEE u AtKutS OF OEE FOB 5-0- 14 12 10 4 8 0 6 6 14 12 10 9 B 8 8 a5 14 i2 IO 9 d 8 6 43 tiiAOE�`01.On uEEi 19 EfUST.AND i•MINIMUM FOR WALLS WITH NO STUCCO, 14 12 10 0 8 7 4 - 14 12 10 9 0 8.5 5 J.5 14 12 10 8 83 6 3.5 J A3)IN CASE THAT PRECAST'STONE.PRECAST CONCRETE PANELS,PAVERS OR A14Y VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 8 7.5 4.5 - 14 12 to 9 0 8 6 48 14 12 10 9 8 6 455 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALE.FINISHES.ANCHORAGE SHALL BE AS INDICATED ON I{ 12 98 7.5 6.5 4A - - 4 12 10' 9 0 7.6 6.5 4 1+ f2 10 9 B 8 4.5 3.5 NOTES A.1)NSTAtATiON&ItNiO)QFS WITHMETAL INSTALLATIONS STUDOISEE SfNE�LT 2 SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER,FOR B. 0. _p. 14 12 SO 8 B 8 6 - t4 12 10 9 8 8 a 5 14 12 10 9 6 SA 5 3-S 14 12 10 9 7.5 55 3 - 14 12 16 8.5 7 SS 4 3 14 12 -Sr&5 5.S 4 3 t4 12 f0 9 8 6 - - 14 12 W 0 0 68 5 3,75 14 12 10 8.5 B 5 4 - (D) 4- EXISTING CONCRETE BLOCK:(ASTM C-90) t4 12 a 6.5 5.5 3 - - 14 12 10 9 8 63 4.5 35 14 12 10 8 7 5 3.5 3 - 1/4'0 TAP/4'CON ALL POINTSAMON WIT}t ADVANCED ANCHTHREORS, S DIS TECHNOLOGY MIGNONS, S MANUFACTURED ITC I.T.W.YBUILOEY. 14 12 10 9 0 8 - - 14 12 10 0 a 7 S 4 14 12 10 9 73 6.5 4 J - i/+'0 x J/4•A.U.POCNT@ SOLID-SET ANCHORS,AS DiSTR18UTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7--p. t4 i2 10 8 6.5 4 - 14 12. 9 7.5 6- 43 3.5 - 14 iO3 7 5.5 4.0 3.S - - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 i2 10 &5 7 4 - - 14 12 10 0 73 S8 4 - 14 12 '9 7 73 4.5 - - - 1/4.0 TAPPER*ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 14 It 7 58 4.5 - - 14 12 10 9 7,5 58 4 - 14 12' 8 5 43 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENOOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,IHC. S,-p. 14 t2 t0 9 8 as - - 14 12. 10 -5 -6- 6 4 14 12 O e 6 5 33 - NOTES I4 12 B3 7 5.6 3 - - 14 12 8 a8 S,5 4 3 - 12S 9.5 4 3 - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AN TAPPER+ANCHORS IS t 1/4'AND TAPCON 14 12 9.5 7.S 8 - 14 12 93 8 6.5 5 - - 14 12 8 6 6.5 4 - - WITH ADVANCED THRrADFORM TECHNOLOGY ANCHORS IS 1'. 11 9.3 6.6 6 J8 - _ - 14 12 10 B 6,5 S 14 12 8 6.5 6 4 - - g._p. li t2 i0 9 8 - - t4 i2 16 9 7.5 1.5_ - t4 t2 OS 7 S.S 4 - - 8.2}MINDAUM EMBEDMENT OF 1/4`10 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK,140 14 11.5 7.S 8 4 - 14 11 7 6.5 6 3.3 - - 11 6 53 4.5 3.5 - - EMBEDMENT INTO STUCCO SK41L BE PERMITTED. 1/4`10-20 S.S.MACHINE SCREW USED SHALL.BE 1 I/2'LONG MINIMUM SHOULD STUCCO 14 12 0 6.5 48 - - 14 12 6.5 ? AS 4 - 14 IO.S 7 5.5 6 45 - EXIST4 AND t'MINIMUM FOR WALLS WITH NO STUCCO. OF1,5 4 - - - - 14 12 9 7 6 4.5 - - 14 _11 5.6 .5 3.5 - 10•_O. 14 12 10 9 7.5 - - - 14 12 10 8 6.5 5 -"- 14 i2 6 4 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE IDUSTING WALL OR FLOOR, T4__108 7 5 3!5 - - i3 05 6.5 5 4 3 - - 10 7S 5 4 3 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEN6NO SAO WALL FINISHES.ANCHORAGE SHALL DE AS IND(CATED OH 1J 11 ?8 5.6 - - - - it t1.5 9 6 5 4 - -F 126 8.S 8 5 4 4 NOTES 8.1)&0:2)ABOVE.FOR INSTALLATIONS ON'AWL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 115 8 5 - - 14 12 8 68 53 4 - - t3 10 GA 5 4 3 - - FOR INSTALLATION INTO£tF'S WITH METAL STANDS SEE SHEET 20. /4 /2 10 - - - 14 22 9 7 6 4.5 - - N 10-5 7 5,5 4.5 3.5 1-D't28 9.5 5 - 12 9 6 4.5 4 3 - 0 7 45 15 3 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS 4F THE ANCHOR'S Mu4UFACTURFR, 14 10 7 - - - - - 14 IDA, 7 6.5 4,5 - - - 11.5 8.5 5S 4.5 3.75 - - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - - - 14 11.5 7.5 6 5 - - - 12 9 It 43 4 - 12--0" 14 1-2 t0 - - - - 14 12 8 6.5 55 - - 13 IO 6.5 5 4 - - EDGE DISTANCE VER$Q$SPACING$j,)(jD,ULE FOR ANCHORS: 118 0.6 4.5 - - - 11 B 5.5 4 38 - - - 0 6 4 3 - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED OELOW,FOR E 0.LESS THAN THE INDICATED.REDUCE APICHOR SPACING U5 9.5 6 - - - - t3 HS 63 5 4 - - 50.5 a S 4 - - BY MULTIPLYING 08/NG TANED�USINONrACTOR SCHEDULE NOT BE LESSTIi44MINWG RiIAUM SPATTING INDICATED FOR EACH ANCHOR TYPE. 9 6.5 •^ - - - - 14 NO3 7 5.6 4.5 - - - It 8.6 5S 4.5 38 a 12 _ _ _ 14 Ii i:S 7.5 6 S - _ - 12 9 8 4;5 4 _ _ FACTOR fay a - - - 10 78 5 4 1 - - 7.5 55 4 3 ACTUAL TAPCON WITH ADVANCEDALL TAPPER + 12.5 88 - - - - 12 9 6 4S 4 - - - 0.6 7 5 4 - - - DE OR Di EDGE TAPCON 7HRFADFORM TECHNOLOGY POINT SOLID SET SLUE TAP W/CAP Mitt.SPACING 13 9,5 83 5 - - OS?8 5 4 - - - E04 LAIN.SPACING-3' MIN.SPACING-3' MIN.SPACING-3 1/2• MIN.SPACING-3' J 3/4• 4- 14 12 - - - - - 14 10.5 7 &S - - - - 11 a5 53 4,3 - 14'_p" - _ _ _ (� POURED CONCRETE& p0 py, RDD. POURED CONCRETE& POURED CONCRETE&F4AI3D CONCRETE CO4DILTTE l;uX f0 7.5 - - - - - - 9 7 45 3.9 - - 7 5 33 J CONCRETE CLOCK CONCRETE BLOCK CONCRETE BLOCK 53 c6 - - - - 9 6.5 45 - - - - WINDOW MN EA.3, MIL E0.•J 1/2" MIL E0..2 I/2• UK E0..3 1 ' UN,ED. 3" Mtt E0.•J 1/2•MN E0..2 1/2' 7.5 - - - - - - 12 9 6 - - - - - 95 7 43 - - - - 3' 1.0 0.90 1.0 0.78 to 0.84 1.0 38 f0 6.5 - - - - 103 8 5 - - - - BLADE� � KALI �i 2 1 2' 0.81 to - - 0.87 1.0 9 - - - - 83 6.5 4 - - - - 6.5 5 3 - IN UNISON s0 - - 108 8 5 - - 83 6 4 - - - - 2' - 0.71 - 0.51 ry _ - - _ - - - - - 9 8.5 4.8 - - - - - 1 3/4' - 0.91 - _ 0.43 Lw_� 14 - _ _ - f23 9.5 6 - t0 78 5 - - - - - e - - - - B' 6 4 - 2' 025 - .. D.35------- --93 - 93 7 s - - - - e 6 + - - - - FORfDA BUlLQ1NG i;QaE(Nan High Velocity Hurricane ZOne, +ILII A�„'`• •A. T/�j'' 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. /7L ._..� pAccordion ERTHA VTM 1 E C C N rr. Iii■ . ■ ■ H.V.AIKA TEE#1 W/CR //1)K .WINWH H System A m � 0`•77. TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.No DESCRIPTION DATE ORAW/IA BY: La �'I+C0 6355 t4.x.36%St..S..305.%=WA Gwout9.FLORIDA 331tt Association, inc. I OLD 15-085 7/27/1DATE: 67/27/17 Ph-:(305)871-1530.FP :(305)871-1531 4268 Westroods Drive 2 DRAWING No <+"' .,0 DP;,.•:' (� 1�4 -.a:I to owmo.r, West Palm Beach, FL 33407 3 O•••...., ^\Z��/',lii4 WALTER A,11LLrT Jr.P.E. ' 17-107 N N R01UDA Uo t 44167 5 SHEET P.E.SERE/ ail I/DATE 6 13 OF 20 -14AXIMUM--ANCHOR•-SPACING [In 1-SCHEDULE FOR-A-GWEN-AIRY• SHUTTER SPAN, a c D DESIGN NEGAINE PRESSURE RATiNG ANDA CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTAL tAT10NS (SEE BOUNONCS 1,J.K&L ON SHEET 7) PWS CONCRETE POURED CONCR CRETE BLOCK ANCHORS SPACING LEGENb I wAUC'OVER& r 7RENCN d@11AINGUARO MOUNTING �wAU,/TLOOR MOUNTING It )WMA,/WALX OVER MOUNTING SPAN L1of Nt1 TAPCON OR ( ".omCN Ntmt 1 545 w n(po 4so.OEM hwT6E P8t9 a OIL%(W L01E DC3'Af I9IlM PAESM lumfc(P+ ,Gem 11SAIR MZIRE PATic R, TAPCON WITH ADVANCED 30 40 50 75 90 120 160 205 30 40 60 75 90 120 160 TOS 30 40 60 75. 90 120 160 205 30 40 40 T5 SO 120 160 205 THREADFORM TECHNOLOGY 14 12 10 9 tl e 5 6 12 12 12 12 12 15 85 65 7 7 7 T 7 7 7 & 5 5 5 5 5 S 5 5 ALL POINTS SOLID-SET 3'-0' 14 12 10 9 a 8 6 a 12 12 i2 12 12 12 9.5 T 7 7 7 7 7 7 7 7 5 S 5 5 S 5 3 6 R LESS 14 12 10 0 B B 6 6 12 12 12 12 0.5 8 6 4,5 7 7 7 7 7 7 7 65 5 5 3 5 5 S 5 5 BLUE IAP T4 12 10 9 9 8 s e lY 1x 12 12 12 10 A9 6 7 7 7 7 7 7 7 S 5 5 5 5 5 5 5 TAPPER+ 1{ 12-110 9 8 8 6 6 12 12 12 12 15 85 55 5 7 7 7 7 7 7 35 4 5 5 S 5 5 5 5 4 4,-0' 14 12 Ib 0 B 8 a 6 12 12 12 12 12 95 ? 5.3 7 7 7 7 7 7 7 7 5 5 .1 3 3 5 5 5 14 12 t0 0 6 B 6 6 12 12 12 05 8 6 4.5 3.5 7 7 7 7 7 7 &3 5 5 5 b 5 5 5 S 5 M 12 Ib 9 B B b b 1Z 12 f2 IS 10 75 5,3 4 7 7 7 7 7 7 7 3.5 5 5 5 5 S 5 5 5 14 12 10 9 8 8 6 6 t2 /2 I2 ii 9 7 S 4 ? 7 7 7 7 5.5 4 3 5 5 -s 5 5 S 5'-0' 4 i2 f0 9 B 8 -a _a 12 12 12 t2 10 75 5.6 ♦ T 7 7 7 7 7 7 7 S 5 9 5 5 5 5 5 U 12 to 0 B 86 6 12 12 0.5 17.5 6 4.5 JS - 7 7 7 7 7 7 5 33 S S 5 S 5 5 5 4 14 12 10 0 8 fi 6 6 12 12 12.95 a 6 45 - 7 7 7 7 7 7 3.S 4 s s 5 6 5 5 5 4 * SEE ANCHOR 14 12 10 9 8 e 6 6 12 12 1.5 9 7S 55 4 3 ] 7 7 7 7 4.5 35 - S 3 5 5 5 4.5 3.5 - SPECIFICATIONS 6'-0' 14 ix t0 9 a 9 6 6 12 t2 12 10 B 6 4S 3.5 7 7 7 7 7 l 7 7 s 5 5 S 5 5 5 5 ON SHEET 13 T4 12 f0 9 a o 6 6 12 12 a 6 5 4 3 7 7 7 7 7 34 ♦ 5 5 5 5 5 5 4 3 14 12 to 9 e 8 6 6 t2 12 to 8 6S 5 .75 - 7 7 7 7 7 6 4.S - 5 3 5 5 3 5 4,5 - 14 iZ 70 9 8 B 5 6 12 12 10 B 65 5 35 - 7 7 7 65 5.5 ♦ 5 5 S 5 5 4 3 7'-0• 14 12 10 9 5 B 5 0 12 12 12 8.5 7 3 4 3 7 7 7 7 7 7 ? 6 5 S b b-5 5 k 14 12 10 0 8 8 -6 6 12 10 ILS 5 45 3 - - 7 7 7 T 65 5 3 - 5 5 5 5 5 5 J.5 3. 14 12 T a e 6 6 12 12 ea 7 55 4 - - 7 7 7 s - - 5 5 5 5 s 5 4 - 0 VALID ONLY FOR UP TO +70, -75 14 T2 9 e 6 12 12 a.3 7 55 -4 3 - 7 7 S5 4 3 - - 5 3 5 .3 35 - - PSF A.S.D DESIGN PRESSURE t♦ 12 f e B 6 - t2 12 10S 7.5 6 4.5 3S - 7 r 7 7 7 7 4 s 5 s s s 6 5 RATING & FOR SPANS PER U 12 to 9 9 8 0 - 12 9 6 45 ♦ 3 - - 7 7 ? T 6.5 4 - - 5 5 5 5 5 4 7 - SCHEDULE #3, SHEET 11 [4 /2 10 9 6 8 0 - t2 It 7.S 6 5 75 - 7 7 7 75 6 4.5 - 5 S S 5 5 4.5 - I♦ [12 10 0 8 a - 12 I5 75 6 5 3.5 - 7 7 6,5 5 4 - 5 5 5 5 4 3 9'-0' t4 t0 9 6 e - - 12 Tx 9.5 65 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 T4-. 10 9 8 8 - 0.5 8 5 4 .5 - 7 7 7 6 5 35 - - 8 3 5 S S ♦ J 4 1 8 8 - 12 10 0.5 5 4.5 - 7 7 7 55 - 5 5 S 514 0 0 B 6 - tx 0.5 7 5.5 4S 3.5 - 1 7 55 4.5!0'-0" 14 8 8 - 12 11-8.5 6 8 3.S - 7 7 7 7 4,5 - 5 9 5 5 5 4.574 T9 8 6 8 - 9.5 7 45 35 3 7 7 7 5.6 4.5 - 3 S S b 4514 TO 9 8 812 9 6 5 4 7 7 7 6 5 - 5 5 3 45 5 - - 14 t0 9 8 s - I2 9.5 6 5 4 3 - 7 7 6 4 3 - - 5 5 3 4 T3 - 1 1 12 10 9 8 B - - 12 10 7 5.S 4.5 35 - - 7 1 7 7 7 7 35 - 5 5 3 5 5 5 5 4 14 TZ TO 9 8 8 - - 85 85 4 35 3 - - 7 7 B 5 4 - - 6 5 3 b 4 ] - \4 J H 1 BLADE O I ♦LY N 12 10 0 8 B - - ti & 3.5 4 - - - 7 7 7 5.5 43 - - 5 5 S S 4.5 - - - 14 12 10 9 a 1.0 8.5 5.5 45 3.5 - 7 7 4,5 3.5 - - S 5 4.5 3.5 3 - 12,-0'14 12 10 9 e - - - t2 95 &5 5 4 3 - - 7 7 7 .7 7 6 3 - 5 5 5 5 5 5 45 35 I4 12 10 9 a 8 6 4 J 7 7 55 4 3.5 - - - 5 5 5 4.5 4 ] 14 12 to 9 a - 10 75 5 4 7 7 6 5 - - - 14 IZ 10 B B 0.5 8 8 1 15 - - 7 8.5 4.3 A - - - 9 b 4.5 3.5 3 14 12 ttl 0 8 - 15 ab 6 4.5 35 ? 7 ? 7 7 4.5 _ 5 3 'S 5 5 5 4.5 35 7i 12 14 9 8 7 5.5 3S 3 7 7 5 4 14 12 10 9 8 9 7 4.5 ,75 - 7 7 55 4S 5 4,5 14 t2 10 9 - 10 7.5 5 4 3 - 7 6 4 3 - - - 5 5 4 3 - - - 14'-0"t4 12 10 0 - - - 05 8 3.5 4 35 - - 7 7 ? 7 7 { - - 5 5 5 5 5 5 4 3 14 12 l0 0 - - - - &5 8 3 - - - - 7 7 5 $ 4 - - - T4 12 10 0 - 8.5 6.5 4 7 7 5 4 - 14 12 10 - - - - 9 7 4.5 3.5 3 - - -W77 35 - 15'-0' 14 12 f0 - - - - 10 75 8 4 3 - - - ? 7 7 SS - - S 5 5 5 5 S 4 3 14 T2 10 - 8 4.5 5 3 - - 3 5 4.5 3.5 _ fi T2 t0 - - - - B 6 4 - - - - - 5, - - - - 5 5 5 4 - 14 12 10 -- - - 9.5 65 4 J3 - - _ - 7 5.3 3.5 - 14 T2 10 - - - - - 8.5 7. 4.5 3.5 3 - - - 7 7 7 7 5 3 - - 5 5 5 S 5 4.5 3.5 14 T2 10 - - - - 6 45 7 6.5 4 - - - 14 .?5 - FLORIDA BUILDING G LU..L-{_tl_o-_n_pigh Velocity Hur_ri-c-_a_n_e-�_oD-e' 1T --_..- 141L1„\Q.`"•,...••.,,,• ��J. 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. `�, C Erys�. ✓� BEIRTHA HV nA � �� Accordion Shutter System r i 3 ��707-,- ■ ■ ■A■ KV, BLADE#1 W/OR W/O N.V.tMKM aADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EY.N DESCRiPT10N DATE DRAWN BY: LC. ••,,fi � « 1� 8355 N.W.35N.st.,sts 745.4 WeA GWO0.S,R46154 371 Association, Inc. t OLD 75-065 7j27J1OATS: 07/27JI7 Phene:(305)871-1530.Foo:(305)871-1531 4268 Westroods Drive 2 DRAYIING No � 17 �4 1T1 o-mW:tnt.09.�o West POIm Booch, FL 33407 s 17-107 ES-0006719 L j11fI wAUCR A TOUT Jr.P.E. 4 FLMDA Lk.i 44167 5 SHEET P.E. StCf3t�NAfiUREfDATE a 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_,a.f.) AND CORRESPONDING MAXIMUM ANCMOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A. .D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUILTINGS ON SHEETS 16& 17). :!E-= LJ B c==zTF=;;Z F=- S ury N NE o. SPRUCE PINE RUC PINE SOUTHERN PINE NO. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDx 2 Wl MIN.dsD.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 WJ MIN. G=0.43 W/MIN. G=0.38 PLYW000 MMIIN. 0.50 Wj W/ MIN. G=0,43 W MIN. G=0.36 luxiuuu SPAN (Ig VAALL MOUNTINGS CEILING MOUNT TWALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T TVA MOUNTINGS B.O. WALL MOUNTINGS 8.0.V1ALL MOUNTINGS B.p,WALL MOUNTINGS W & x W M. N. 0 & R FLOOR MOUNTINGS L1, N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS P & Q S&V S&V S&V _ & x w & x 870 wal P UM Inc 4'711 MM NTACE ffma FMC(41 ow NWd 00=02j:(d)_u[4fl MV'd ITT=MIN;M UM 0A1 NUd4-FMA Fac w ml tL471 AAfiE ifRRIIS AL*AC fp) t6k Rem"RFS9FE FARC(A IX90t RG1IE K S1E ON W) O Dt'a7t RWF MMFARE M AS0 001 M&W..M%R RRG({31 JO a0 60 75 Sp 05 30140100175 90 05 30 4D 60 75 90 05 30 4d 60 75 9a OS 30. a0 b0 75 90 05 30 4d 60 75 90 OS 30 id 60 75 9d 08 70 40 60 75 90 05 Jp 40 60 75 90 45 30 40 6q 75-90 05 '-D'OR 12 10 10 9 $. 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 b 6 6 6 [12 !d SO 9 8 8 6 6 6 6 6 $ 6 5 4 4 4 3 12 12 !2 i2 12 12 t2 t2 72 72 12 12 12 12 12 12 /2 12 4'-0' 12 10 10 9 B 8 6 6 6 6 6 6 12 10 10 9 B 8 6 6 6 8 6 6 10 10 9 8 B 6 8 b 6 6 6 6 5 4 4 + 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 72 10 1 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 10 10 9 8 7 5 6 6 6 6 S 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 p.° 6'-0" 12 10 0 9 8 6.5 6 6 6 B 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 4.510 10 9 6 335 6 6 6 6 5 4,5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 T-O' t2 td 7 6.5 a 6 6 6 -5+.5 < 12 70 10 9 5 3 6 6 6 5 4 3.5 !0 10 7 3.5 - 6 6 6 5 4 3.5 6 5 i i - t2 !2 12 12 12 72 12 12 12 t2 /2 SO°12 12 !2 0.5 8.5 7.5 8'-0' 12 1p 0 7.5 ,5 3 6 6 6 5 4 3.5 12 10 10 6 JS - 6 6 5 .5 ].5 J IO 10 4 - 6 6 5 .5 3.5 ] 6 5 - 12 12 12 12 12 12 12 12 12 12 IT 95 t2 12 1.5 9-7.5 fi.5 g•-D" 12 10 1 3.5 - 6 6 5,5 .5 J.5 3 S2 10 e a - 6 6 4.5 i S 310 4 3 - - 6 6 4.5 4 3 3 6 5 3,5- - - 12 t2 12 !2 12 i0,=12 !2 12 M!9S 8.5 12 12 10 8 6.55.5 0'-0" 12 10 7.5 4 - - 6 G 5 4 3 - 12 10 6 3 - 6 6 4 .5 3 - 10 3 - - - 6 6 4. .5 3 - 6 5 - - 72 12 12 72 1595 12 12 12 IO 8,5 7.S 12 12 9 7 6 5 7'-O" 12 10 5.5 - - - 6 6 4,5- - - 12 10 4.S- - - B 5.5 3.5- - - 10 - - 6. 5S 4 - - 6 5 - - 12 12 12 12 10 8.5 12 12 12 8_5 8 7 12 12 8 6.5 5.5 4.5 12'-0" 12 10 4.5 - - 6 6 4 I]- - 12 iO 3.5- ^ - 6 5 3.5- - - 72 10 -1- - 6 5 13.51- - - 6 5 - 12 12 12 1.5 9.5 B 12 72 11 8.5 7 6 12 T.5 7.5 6 5 a 12 tO - - 6 6 - 12 10 - - 6 4.5 - - 12 ?.5 - - - 6 4.5 - - 6 4.5-- - - 12 12 t2 0. 8.5 7S 12 !2 10 8 b.5 53 t2 0.5 7 5.5 4.5 4 14'-D" 12 70 - - 6 5.5 - - 12 7 - 5.5 4.5 - - 12 7 - 5.5 4.5 - - - 6 J - 12 12 12 9.5 B 6 12 12 9.5 7.5 6 4.5 12 9.5 6.5 5 4 3 12 - 6 - 12 !2 t2 it 9 7.5 5 t2 12 8.5 7 6 4 12 9 8 1, 4 - I6'-D' 12 - - - - 6 - 12 - - - 5 - - - - - II. - - - - 5 - - - 8 - - 12 12 10. 8.5 ff.5 4 12 12 8 6.5 5 3 11.58.5 5.6 4.5 J.5- 6) HV BLADE ORHV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* •SU Uu,14045 Or USE rOR "DE CN on SKM 10 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.MICH095 Tp WALL.FLOOR OR SIXJd WOOD SOFFIT SHALL DE AS FOLLOWS: 3,SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERtt PINE Na.2 W/C-0.55(N.0.5) - 1/4'4 TAPCON ANCHORS,AS UANUFAMIZED BY I.T.W.BUIUDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/6-0.50(NAS.) EACH SECRoN ON SHEETS 16&17, -SPRUCE PINE FIR NORTH W/G+0.43(N.a&) EYCEPTOR:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.0.S) 2.ANCHORS TO HOLLOW CEILINGSHALL BE AS PER tAOUtOgIG TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN. 1/2•COX PLYWOOD(1988 APA) LAO SCRZn AS PER NOS 2015 SPECIFICATIONS. 4.ANCHORS SIULL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. - -- FLORIDA BU101NG CODE Hon Nigh Velocity Hurricane Zane 02017 TILTECO,INC, ®2017 EASTERN METAL SUPPLY,INC. �E+vSF:��= BERTHA HVTM /+/� + A Accordion Shutter System rm t} 3 i L E C O I N, t ■ M ! H.V.aADE##1 Wj OR Wj0 ALV.WI WN SAM American Shutter Systems REV.R DESCRIPTION DATE DRAWN BY: L.C. A] # ` TILLIT TESTING & ENGINEERING COMPANY ��'.• + Association, Inc. I OLO 15-085 07/27/17 DATE; 07/27/17 ,Q A 6354 n,W.MI'St.Ste,303,NRGOaA CAROEHS.FLOPOk 331 /I �t' '�p"AA Phone:(]05)871-I6l0.Fos:(JOS)871-1571 4268 Westroads Drive 2 .y4 A DRAWING N0 'ss••., �.`r`� Alt1LES-aCa�cae 67 9,cem West Palm Beach, FL 33407 3 1 -107 -�4iL E�V 11t WALTER A TILUr Jr.P.1- 4 F ++ FLORIDA.Uc.d 44167 5 SHEET P.E. SEhC%318tdA1UREjDATE a t5 OF 20 END INSTALLATIONS HV BLADE OR t1 WINDOW BLADE INTO 2''x4'3 MiN. WOOD STUDS - .'•.a•NGa.Yana I,UOS REO'0, r wa'L%l MOM t1a•YnA 5(4'65 REO'a. MOCK ST05: t/a f TAPtai (AS APV{!C'AGRfJ J At2NOR°a'0.t. -71 .00 - / X { t `moi\ Ix i tAS PiVOX w+'On ! Inas OR w/o. j \ l ! ( —1,,l IJ ( wast v"�'1 L,•, Js•l*Got rat `f' m+O0 tax cxtsTaea GLASS j"' I- PIYMS VNO / ` I^' Sag15�. i • —Ex4RTIlY1 tv55' •� j-Ex1E7fYa tI/S•' 'i ! L ' t°STMO LV55 e , lE EGA I / I t i I 11 I t/Y un.cox f! �a m a FAA w, +.w Av(SIX arsa^o, i— (t �� t/7•uN.=. m au.,SLe Wa 63WWEa1 YN;EPAAR+fia1 sotvur tTr s6 vliwm. " L 11 F at stir ro 1rJw($e 1/A•out.tax m awss{� 11(OR 010E RG lj{61Y My1 11 rai f4aE SING ai(Tw'S } {bCa3-ib)C6:ii. f aw ifY ixN,COR fGK64718(CN IIrfOipug. pr o. RJx" + ra bvaE aAOLSmi'..•v I ILVY.QOSfN ➢LYWOOa. �1 y 0" 10 UP F 4 2'IRi, AT LR 104TE �bfG F ANISIi y dim�k V'a ' �• �i� OF /Ix V.:L r a 71 �M.x�.Jr cea flG�sws �Go,tj2' --- Ota OC, �+., /1� (Gobs-v AtlAr)a 4<r�Orl ----••— b�. 1 - � .1.1 41wvMAt($} ;£E O"A,,x 1(�JOR t.�.4 tmwR fmr cP•) I OR�4 * sat ro.,NEt + iti JJtt EEE 0E7AM1 x POR ToR.c JoR ry _Q*� ° t� •f3-Ca?67-Ca7.`a. . -t�+-$•(r)-E 1i - ° 't8r•f3-' 'r3• b 7 a r pg L3"•fi•t�'-®+T3- a >�^'*fj,.Q,..st,.�. ©•�.¢.©.©.Q- O.O•�•U•O•a`a* U•�•G-U•O•T3- �#fg-f4•fA-08.0- Cb}G> �•ta7{,}•g.. f3 fs-q�f4-�fb* t3 44*�f��3'f7i* Q fg• f�-�Q 'Q•'Q-03'&'1'0,- END CONNECTION DETAIL t� END CONNECTION DETAIL 80 � END CONNECTION DETAIL ej END CONNECTION MAIL � (yg{3,yt •PEOURE0 oar(8R VD %CRritER Tl 4 1Y-O' '?CLASS Yat-YVA w f faY faPCON.0fOR4 tja'v TAkdN Haat Y S.LLI. ITu0.4 REa'n rvj i{ •YA, JJ �Ex1511N0 ctJ55 Pa4'fMRON O{3"0G '•/1 1 u[5L OfB AIC. mA >k1'V _~' va'ErRA1Kvt°{3•°� to toss M ♦ SEE 116t�tjjATIONS Or USE FOR Yx ,, 1Jr•Yw. sotuEY as st:Er G>_ 4 BLADE(I,A�,1ON SHEET 19 roGLASS (8Z 1a s[ i9i"nRNG - ---- IaaGAEa19a7 i { �T ' •-{�y� ------ it tW ttA'E tDA'O' r // { c'� J V ( YA'%5 t�h 1� . G .R{�OR�:a• (}DOR 4 S T � /'Yat\ ('. OORfA* 4_ 4 Q.Qa*q?u•fI• wu1 iVKN Yaa u M ^ • l }-6*©O®-�n•f3- LA (TS VIEW o PLS v s mnEortausIQf3*Cfld3 DETAIL END CONNECTION DETAIL (j) END CONNECTION DETAIL FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone' �TT1/`a�,. „•• + 02017 TILTECO.INC. C�2017 EASTERN lAETAL SUPPLY, ex �•ji`i ''etc NSF..�� `T q_._ BERTHA HVTM Q A Accordion Shutter System ttu e(A>3e#t w/OR W/0 ux NtNOGW EtAOE American Shutter Systems+� * TILLIT TESTING & ENGINEERING COMPANY Y Lv.N OESaRIPfi0t1 DATE DRAM?)er L.C.'"'.n'p�•':a ;• 8355 I 35m SL.SW.305.SNRGIMA tM0E11S.FLUOCA 3316Association, inc. 1 OLD 15-085 07/27/17 GATE: 07/27/17 Pha..,(305)871-15.10,rOG:(305)871-1531 4268 Westroads Or4ve a DRAWING No _ L''•..........,•' 4,; -61:M.O0..LGo. West Polm Beach, FL 33407 3 WALTER A. 9G.P.C. 17-107 P.E. SEi+L/SIGNATURE/DATE PLoboA um. 44167 E SHEET 6 18 0P 20 {p�� (7�)� i(�Uy-0-105 X5-9 +GENERAL UMRATIONS_AND_COMMOt� F USE FOR BERM UNISON WITH HV WNDOW BLADE t.MAX.ASD.DESIGN PRESSURE RATING:+T 10,- 110 p.4.11. 2.LIAR.SHUTTER SPAM;96' ` t 3.ALLOWED MOUNTINGS:A D.G&H ON SHEETS 6,7:AS WELL AS \` MOUNTINGS M,0.T.U(&W ON SHEETS 16&17. 21 a T(E Y OPPOSI ,y ONLY CENTERJAXTES 21 (BDTH W/ 4 OR )ARE ALLOWED WNOI AFiPJt D IN A StU. OR 0 NO LA OUA tN CASE OF NG aQa r POUT, MUST BE INCLUDED ONLY AT WERIOR ACCESS SIDE OF 1 B *j� 'f� �f� �f•,� CENTERMA . TYP.FA END • • • • ♦ (,-J 1,-f (,-} (,"I (We HOLES)FOR(9)PER BLADE AT SPACINGS SHOWN ON SUEET 4. 5,(A)NV WINDOW BLADE 9 SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS t 11 Zl ZL Y,j 4 � MAX.5 WINDOWS s t ♦ null C. + r OF ANY 3*0 ROLE FOR J$SHALL BEDROM EDGE OF F1V W1NOOW BLADE l�.h ALLDWED AT HV u°'i WINOOiY BIJDE O/ a (0)FIRST ON 1 BLADE COMING OUT FROM STARTERS AT ENDS MAY BE NV �£k+ rr ` WINDOW BLADE IV/! • ♦ ♦ s � a s (0)HV WINDOW BLADE 1;:J MUST BE USED ALTERNATE TO A SOLID HV BLADE THROUGHOUT SHUTTER'S WIDTH. c s • ♦ • A tt r� rs ♦ N (E1.441ES SHALL ALWAYS BE INSTALLED AQMACENT TO A SOLD HV 1 r S.i{ r• BIACE} T AT O.%'SIDE OF THEM. j ♦ (F)POLYCARBONATE HV WINDOW Q SHALL BE INST SO TF�Aj TABS FACE SEE END . THE INTERIOR OF THE OPEWNO BEING PROTECTED,KV WINDOW 143)MUST BE DETAILS ION f, s s • ♦ ♦ 3 4 ` INC. DETAILS Oto SHEETS ` ♦ s • ONLY INSTALLED AND LOCKED U51NG A W SETTING TOOL PRONGED BY ASSA. 10& IB TYP. 3b� FULL HEIGHT. 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME ® BUILDINGS ON SHEET 15,AS LURED BY SPAN AND DESIGN LOAD(SEE NOTES 6 1 P 1P {✓ �.{ i &2 ABOVE). S 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS ISM POURED T CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). SII D H IlY 74P&BOTTOM Vt 14 oRQ�OR r., MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E—IO961 PLAIN REQUIREMENTS) ,U CO j�71� YAND ZONE MINIMUM SEPARATION TO GL755 SEE 'NUMaE0 WIDTH I THRU 3 1• GLASS Ei EVATION SEE SLTe t OtIX1 5x 14, L1H E O f:XISTING GIA$q ,f� -......__^y -.,1.._..- ._— AND QN TiaS SF#}T_T Ti%2 ELAO:^".a®&v IL-U,f Tl'P. SYMn�TRICA.CERTERMATES l�1 (g }'+.,,\1_ � i / �,�`�� � It w/f2a oa�]at1D w/atSE NOTE 4 ABOVE) V•"E `" ) PLAN TYPICAL M1 HV BLADE WORKING IN UNISON WITH HV WINDOW_BLAp SHUTTER* T++rrlJr/��{�J♦". --- FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone: Q' ........... 02017 TILTECO.INC. ®2017 EASTERN METAL SUPPLY.INC. V BERTHA HV7Td TL777Z7677c � A■ ,. ,�,. Accordion Shutter System Mfr i ,j �v BLADES w/OR w/o xv vttND()w etu>E S °4ftfi TIWT TESTING & ENGINEERING COMPANY American $fiUNer Sy3tsm3 EV.N OESCAIPTIONN DAY( DRAWN BY: LG O•'.,B D ; <L 6]55 61 ua 3a�ttAGZM aMIaETrs.FrOaaA 331e Association} Inc. I OLD TS-DES 7/27/7 OAT(: 07/27/17 N.W.34N �,_� ,� Pncna:(]05)871-1570.Fay:(305)871-1511 4268 Westroods Drive 2 DRAWING No o-�I :Latec000axwn Wast Palm Beach, FL 33407 3 ssj�lNAt WALTER A051W7'Jr,P.E. 17-107 ,•,•• FLORIDA Lk.S 44167 5 SHEET P.E. 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