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HomeMy WebLinkAboutProduct Approval 2/11/2020 Florida Building Code Online OF 5 t 'S`' .. Y7,`�z- btu. tk..ifa•4� S:`�x>: � Y � �.' ,yl.. CIS Site Map 1 Links ff Search Publications Contact Us j B P i i BCI5 Home 4 II Lo In � User Registration � Hot Topics i Submit Surcharge Stats&Facts � u � _ 1 9 v, -'product Approval USER:Public User Product Approval Menu>Product or Application Search>Appiicatian List>Application Detail <<'C'4Cr #„ FL# FL389-R9 q`. Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,Fl-3 REV0E ED FOR (561)209-8263 �� �""L bfeeley@easternmetal.com p� CODE COMPLIANCE Authorized Signature Bill Feeley ���� COUNTYIrodriguez@eastern t LEo BOCC Technical Representative Address/Phone/Email Quality Assurance Representative opi Address/Phone/Email j�� Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. _?= Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1)-PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx63MwsXdCOtOXQsoPMYK7UC8%3d 1/3 I 414/2019 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 Mext 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: 99 M https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 GENERAL NQ 1.BERTHA N.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN VERIFIED FOR COMPUA14CE IN ACCORDANCE WITH THE 2D17(61h EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 Or THE ABOVE MENTIONED CODE.FOR A BASIC WAND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES ES n1� & AA BY MULTJPLYI14 THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX,(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU T5, T9&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P,E.D.,AS TESTED.WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS b=USED IN THEIR SYSTEM COUP40NEWS 1-20 SHEET 2 ANALYSIS:HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEIA'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 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE &WINDOW DETAIL -HV BLADED 10214.01-03,#0715.01-03,11004.01-05,11214.01-05,#0317,02-a6.00GO9.G1-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE(1)AND HV MNDOW 8 GAS AND E-1996 STANDARDS (MISSILE LEVEL D,WIND ZONES i,2&3)&11220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE, ,(WHERE APPLICABLE) -HY WINDOW BLADE®#0505.01-08 AS PER ASTM C-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2, 3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.W BLADE(D AND HIV WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERA,LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 C£NTERUATE DETAILS HV SHEET$ 3,BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SNALL BE 114x2.75 AND 114x1.75'RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 k3I YIELD STRENGTH AND 180 ksi TENSILE STRENGTH,PINS SHALL BE COATED WITH BERTHA NV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED C114TERMATE ALTERNATING DETAILS HV SHEEP 9 COATING APPLICATORS.REGISTERED WITH AMERICAN,SHUTTER SYSIEU5 ASSOCIATION.PINS MUST BEAR THE LUV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLAY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 kaN AND 35.7 kW FOR END CONNECTION DETAILS 1-6,CONCRETE/SLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 8005-TS ALLOY. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 5D018 WITH 50 k51 MIN.YIELD STRENGTH AND 90 k.1 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 6.BOLTS TO BE ASTM A-307 OALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH, ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Q: 12.13.14,15 A14D 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 TN BLADE &0 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X,WOOD SHEET 18 S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.&PATENT#6'779,582,COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. 9.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 AREA 3: HV WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH RETAIN,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, TEWANT, OR OTHERS,MUST PROPERLY CLOSE ALL.HV AND NOAREA 4,. WINDOW BLADE ONLY C£NTERMATES AND ENGAGE OR LOCK ALT.HV AND HD 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 STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZON114G 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.L-.WHERE THE SITE CONDITIONS DEVIATE FROM THE P,E.O. _ THE CONTRACTOR IONS DETAILED ON RESPONSIBLE THIS DOCUMENT.CONSTRUCTION PURCHASE SAFETY AT SITE 15 THEOCONTRACTOR'SURESPONSIBILITY. PRODUCT,BASED ON THIS P.E.O.,PROVIDED HE/SNE DOES NOT Q£NATE FROM THIS DRAWINGSHALL IN THE ONLY BE USED TO OBTAINSTATE OF FLORIDA (e)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.12.)FOR THE PROTECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P:E,O.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.CO.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a) ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zane ®2017 EASTERN METAL SUPPLY,INC. ,1L L1>? /p' M o2at7 nlT£co,INC BERTHA NVTM J �'.. - Lo A�SS A AcGordian Shutter SystemE H MAX#1 W/OR W/O KV.WlND7N BLME � � 3 American Shutter Systems w.N oE5c1 iPRDH DATC DRAWN W. LC. TILLIi TESTING & ENGINEERING COMPANY • T 1� 6355 h.W,36th.SI.,St.,Jab.MMA CARDIM.FLLYCA 3516 Asscclatlon, Inc. i OLD 15-085 7/27/1 O Tr- 07/27/17 4288 WBstroods DriYe 2 DRAWING No Phone:(365)871-15]tl.Fax:(3D5767hIS31 V�1tiSv;::' a-noel:talo-o"La West Palm Beach. FL 33447 ] 17-107 h S�Q1Y It �, WALTER A RLUTI Jn P.E. 4 /'�1 1,J7 N I FLORIDA Us.d 44157 5 SHEET P.E. Pl(t�SitNtAYURE/DATE 6 OF 20 11� �. VARIES 471* 4.857" (j) HV SOLID BLADE )IJV UNIVERSAL FLOATER ry '• HV 90.1180• ST TER OUALIFIED FOR USE W1 BLADE 1 4 HV DIRECT MOUNT HV BLADE to COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ HV W BLADES HV.-WI 6005-T5 ALLOY AND QUALIFIED FOR U 6063-76 ALLOY AND _5E W HV TEMPER SLADE(1) .373'- ",:.j ,SEE LI DNS OF USE OF BLAD ON 6063-TG ALLOY ARb TEMPER 60 - TEMPER 3.22V $.50w- t24- 3.656* n (TVP T 000" ry .67 26` 72 N112 1.7 12W 4,427- ZI 24 2* 12 L375.. 36- .................... 7 BY ADJ. ADAPTERd 7 /Y412 • .920 22 QUALIFIED FOR USE a:,V e @)HY WALK-OVER TRACK )J.-TLO BLADE 0 OUAUFIED FOR U5E W1 HV HV TRENCH TRACK OR TRACK LOY A BLADE QUALIFIED FOR USE VI/ KV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A 0 TEMPER BLADE(D ONLY. C19 HV RAINGUARD BLADE6063-T6 ALLOY AND TEMPER OUAUnED FOR USE VI/ HV 63-T6 ALLOY ATO R VA!�ES BLADE%1) V VARIES 1.936* 6063-T6 ALLOY A D TEMPE .083* Iaw 063• 063'.lopq Ism 670 1.686' 670 67 n1l H V-CEILING HEADER HEADS (SILL U13) H D rEIUNG HE OMFIED FOR USE W1 W BLAOEpl ONLY QUALIRED FHOVR USE Vl� HV BLADE(DONLY QUALIFIED FOR USE IN/ HV E(1) (14)' HD WALL HEADER/SILL 6063-T6 ALLO AND TEMPER SEE SECTIONS FOR VAUD SECTIONS F ITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY. 6 TEMPER COMPONENT A a TI T2 Y t 2* 0.125* 2- 5-MAX. va- I/w 3- ip.ow WOE x 14K. 2' 5"MAX. 0.192' 0.192- iLq SIDE ANGLES 0 CORNER POSTS I ALUMINUM ANGLES (1:9) 2.5- 7-MAX.10.1190' 0,190' ALIFIED FOR USE V// HV QUAURED FOR USE W/ KV V, BLADE 0 QUALIFIED FOP, USE %Y/ HV BLADE Q _T6 ALLOY AND BLADE(1)ONLY. 2- S' !11 10131, 606 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER I I I ;pFLORIDA BUILDING FORDBUILDING CODE(Non High Velocity Hurricane Zone' (til T! 02017 TILTECO,WC, (P200 EASTERN METAL SUPPLY,INC. to .......... BERTHA HV_TM Accordion Shutter System /rILTECO INC. A.S.S.A. KV. BLAX#1 W1 CR W/O KV. NM BLADE American Shutter Systems Irv,W. DESCRIPtICII DATE DRAWN Dr. LC_ egg TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 OyIn DATE. 07/27/17 AT�OF P 4268 Westroods Drive 2 .% 1,000 ("5)071-1536.Fox!(.3DS)871-1531 DRAWING No .—It, West Palm Beach, Fl 33407 3 ORID01 160 CO-0006710 17-107 4F J112 .........1* \,v tot WALTER A 70 �%Z it FLOP TILU`Jr.J�P.E.RE. 1,U�1 44167 6 SHEET P.?�LMPMAEAMTE 6 2 OF 20 ME CAST T- FA' HEAD DAVO, • FAWMD 2 THRMEO E ow HOUSLS=EL W�'40 � BMW RICO mos. 76' .4 .318' BRASS "IDER "t (MROR ( fROVr PLATED) NATED) # HV EGRESS LOCK UALIFIED FOR USE: VI/ HV BLADE(D& I LY QU&2 HV FLOATING CENTESMAJ� * 6063-T6 ALLOY AND TEMPER ED FOR USE W/ HV BLADE(j)&QA)ONLY 'I QUALIFIED FOR w/ HV QUALIFIED OR USE W/ HV 1 6063-T6 ALLOY AND TEMPER (23, FIV CORNER CENTERM&TE ONLY, BLADE & 6N ONLY. 0ALIFIED IT HV BLDEUI ONLY FOR USE W/ AOID. -T6 ALLOY ANO TEMAER PLASTIC HEAD 4,045, uOLDED to SCREW 2,070, -1.753' 60"AFTER RIVETING BEFORE RIVETING V1 '0 3 1/4"01-2 x /4" I Z4-0-20 RIVNUT* N6+ 5-%—IMRSOM -T *SERIES 9444 ALUIANUM(2024-13 AILOY)URGE FtANGE THIN L SHEET NUTSERI,PART I 0320.AS MANUFACTURED Or AVIDEL PLAN Roar ELEVATION HV MALE "T" 10 K CENTERMATE wdl CHERRY W(TOR14,PARVPFENY,NrW X"EY 07054 OR EQL%L QUALIFIED FOR U HV FEMALE "T 14V "I" LOCK HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERIVIAT ASE W HV LOCK CENTERMATE LLOY/ 6063-Tfi AND TEMPER QUALIFIED FOR USE QUALIFIED FOfl_USE W/ HV QUALIFIED FOR USE W/ fjV BLADE ONLY BLADE W ONLY. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ KV BLADE(DONLY 6063-T6 ALLOY AND TEMPP W/HV BLADE01 ONLY. 1.91 17' 3.161 THUMSTUR 063 CYLINDER OR 463 .062' KEY CYLINDER 214' .21C .545- 0.875'Ma, '125,M- -40 IP 1. 1 HD CENTERMAI W/ ILOCKING ROD K, 0 0 E W/ NO LOCKING ROD HD CENTERMAT 0 -I QUALIFIED FOR USE W/ HV BLADE(q& (k� OUALIFIED FOR USE /-i4V-BLAOEE-C1)& 8 606:S-TS ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADE(�)&LA 30 fiO63-T6 ALLOY AND TE14PER FIN L7 THUMeTU s3 t.-62 2'. +1/2- 'I--�07—(Sm Duasj Do OR KEY -X 15, Aj- U Z--JIE 1.57 U:.. CYLINDUI j 1.78'1,10'. LOCKINg ROD,'-'\ HO LOCK L-3-15-0 QUALIFIED FOR USE W1 HV BLADE 1 �K6) Hy V {3'4 1 20 AISI 304 BY REGENT HAROVIARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK, LA 6063-T6 ALLOY AND TEMPER Wo—i 6 ACETAL '11RIES S.S. THUM13SCREWS OVAUFIED FOR USE IV/ HV BLADE@& CA 5HNSTALLATION WILL REQUIRE A 7/1 HOLE 18UMBSCREMS D IL QUALIFIED FOR USE W1 HV BLADE(D LED AT TRACKS FOR PROPER LIFIED FOR.,Vgyj�,HV 0 FLORIDA BUILDING GODS Non High Velocity Hurricane Zone FOMENT 1!��i 02017 TILTECO,INC 042017 EASTERN METAL SUPPLY,INC. EN" 13ERTHA HVTM M -�cot r4 c A.S.S.A Accordion Shutter System 3E E RV. BLADE#1 W/OR W10 KV.WNDDN RAX 7 American Shutter Systems IEV.NOESCrIP11014 OAIT DRAWN By. LC. ir ILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 7j27jt DATE 07/27/17 STA phano I(.105)871-1530.To.:(3a5)87I-7$31 4268 Westroods Drive 2 - DRAWING No "..40 .-M*4:vjt.;000.%� West Palm Beoch, Fl- 33407 3 09-ow RID 67197-107 RDAFE WALTER A.71wT Jr.'.P.E. A FLOM Lk-1 44167 5 SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3 801-1 Q HV BLADE V HV Z.Rtl'l CE y 0615' _ ((HV BLADE 1A 1 \ W BUOE Ds25• os25n zsBLADE'S1875'HV LONG RECESSED NYLON BUSHING oKNUCKLE .06257,MIN' HV SHORT RECESSED NYLON BUSHING 39 , (rn') 0.062 HV NYLON HAT WASHER ©OR 1v R R1.7 ® HV WHEEL CARRIAGE AISI 302-303 SERIES I H 4391 y 4 \ ` f 3 50' j,/�02. 750' _ X 0.870"x3/16" THICK NYLON WHEEL. r {— N 2 7/8'NLN. HV VONDOV, 0.188"0 AISI 302 SERIES S.S. RIVETS 315'0 CLEAR ' BETWEESEPARATIN PJ.O 4 HV 1 3 4" ACCORDION PIN W 8 HEAD * I BLADE 0625'�0625 1.7500 Q / / rY EXTERIOR 'I) o OPEN1kG5 f 5 J/4' ON C NTERS ® HV 2 3/4" ACCORDION PIN 4V/ #8 HEAD * 41 _i7j' 17pY 2 IN/4-1 /4 ExT�,7 �.ov POLYCARBONATE IMPACT RESISTANT HV WINDOW BEAEfEtN TYPICAL HV WINDOW BLADE t(lA ANO r s POLYCARBONATE HV WINDOW DETAIL ((SEE NOTE fOR itEQUIREMENI9) f I DOR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MNKROLON 3103 POLYCARBONATE J I 12'NLN.C 'CE RESINS. UV—STABILIZED GRADE OR SABIC HY PIN REQUIREMENTS AT EXTERIOR 13LADE KNUCKLE FOR . l To BADE BOTTPN INNOVATIVE PLASTIC LEXAN 103 RESIN Hy in liv(W1 (SEE NOTE. "F" ON SHEET 19). (�1 OR (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 OR ® POLYCARBONATE SOURCES FOR 443 HV ® BLADE. �gEICAL SHUTTER ASSEMBLY I, EXTERIOR RE�RT ® w " (2) HV PIM ® MAY BE USED IN LIEU OF ® AND ONLY AT N S HV PIN®QE%TERIOR TrFxxIKmPERTcs STA „P /_ ,, : EXTERIOR BOTTOM KNUCKLES OF FIV ACCORDION SYSTEM W/ HVtO 00,37.1•_ BLADE'S KNUCKLE. ! BLADE WHEN CORRESPONDING TO INSTALLATION "Il”, SHEET 7. 3 (SEE NOTE r FOR sa one cn ry AST.07,2 0043 /'W 0.043 w/� .!4.8 - REQUIREMENTS) RE411Mr&L: TYP. \ I; TUiSRE li=5TRO161„ /SLY DEW %ADO Pu 9.•AD P..J. (3) HV PIN © OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® I 1 FIDU0w FIR94TH AT"M ASN D7a0 12-.00 P.,1. 13.400 "1 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8> P' I I i I ° FUDWL"woDx S A�0TP2 3'43+x0 P..L 34s,Em P,.L SHEET Nmchlo Roo ASW D2s9 143 Ft-ro/. 17 FT-wm 1 FpF a � WHEEL CARRIAGE DETAIL su6KE DMITY ASTM 02343 u. 47.2 x s x uex N..$ P EMBLY LAYOUT PATE Or BUNNO ASTU am c-f aA55 C-1 CLASS SELF 011014 ASN 01922 1040'F ffi0'F AM 015tENUX 7 M HV BLADE SOLID & (A HV WINDOW BLADE DETAILS � �4AnER%PARERNG ASN 535 83611,1. 2840Ps4 taL9lL STRESS BeTlkiE 11'Uih'atttiC ASN 938 8161 P_41 8950 P-sL N.T.S. +1+j11rFNiiTls�I _ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ,1\7 ��:�\��Nsc.• v�= 02017 lIITECO,INC. ID2017 C STERN METAL SUPPLY, INC. t BERTHA HVTL, IL EC A.S■S■A■ Accordion Shutter System O �a�. t HV. MADE#1 W/OR W/0 H.V. WINDOW SDE American Shutter Systems TICCIT TESTING & ENGINEERING COMPANY y v.N DcscxlPnal+ DATE ORAx3+rm. L11 �•, 0�•.,. C�p(O�\ ���\ $755 UX,360,SI..Ste.305,NRMIA OAADars,FIOR"33181 Association, Inc. 1 OLD 15-085 7/27/1 DDAMRAA Y', LC.17 ct ( Pmn9: 11 {166)671-1530.Fax:(305)671-1511 4268 Wastroads Drive 2 ss��NAI 4��1T70 .03: 0dm West Palm Beach, FL 33407 s DRAWING No •irF41, WALTER A.TILUT J1.P.E, 4 17-107 I'LP.E. oRID&U. .41x7 s SEAL/SIGNATURE/DATE SHEET 6 4 OF 20 NQ CENTERMATES ITS A 0 C • Iff-0 — HV H 1. MMIATOR,CONDITION /01E Lo (I.,R SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN a Sia, OR 12'W�OVE L)R BVW 2 OF SHUTTER AN R SPANS Up TO 105*,AND FOR INSTALWONSe ANY ELEVATION.W COX of U MAY BE USED AS AN INSIDE OR OUTSIDE LOOK, ATTACHED TO OR n r CENTERMATES W/(2) 1/4'0-20 x 11/2'LONG FLAT HEAD M.S.LOCATION OF LOCK SHALL BE AS INDICA —t�ITITR ELEVATION. @)-0. 2.OPTION, IF BEST FOR SECURITY PURPOSES, UP TO TWO HV 01row AN INSIDE OR OUTSIDE LOCK. LOCKS TO CENTERMATES(23, S OR StIW.L DE AS IND -JI7LOCA�ON• BE AS tNOtCASED ON TYPICAL SHUTTER ELEVATION. "'--•..� MANDATORY(g�� E POSITI ON, —C4 -0.04 ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. ONE HV LOCK S BE USED AT CORNER R ANY SPAN AND INSTALLATIONS AT UTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE w1w) 1/40-20 x 1/2"LONG FLAT HEAD S.S. M,S.TWO LOCKING RODS fp AT TOP&00 OUT SHALL BE USED. LOCATION OF LOOK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 1:1 Hoc-Irve MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, 16 MF it S. FIV AITETIRM TO MANOXTORY MNDMON J1 VAL10 ONLY FOR W IMa A/SYMMEM ALTERNATE KV LOCK MAY BE USE41N ILIEU Of HV LOCK Qq or qp FOR ANY SPAN AND -M�10 NY R, INSIDE OR OUTSIDE LOCK.ATTACHMENT IT, "'IS AT A ELEVATION. ALTERNATE LOCK MAY BE USED AS AN sy or 1/4-0-200/4-S.S. THUMBSCREW TO 01 OR 14 CENTERMATES SHALL BE MADE Vf/ 1/4'O-70x3/4'ALUM. 15 RIVNUr AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO v LOCKS AT 1/3 OF SHUTTER SPAN. 6 MANDATORY CONDITION 43 FOR KEYSTONE MOUNTING INSTALLATIONS, ONE HV LOCK 6 or 23 of a SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP §i or @ MAY BE USED AS AN INSIDE OR ATTACHED 161` LOCK E INDICA LOOK, SHALL S S� �U K�PIRPISE UP To M W "U" U� AS THV GO Y U -L '�7'/P LONG 0D S.S.S.S"'ToLUS .�'(2)�/41�o '0 ELEVATION- OR SEGUR" 1 05.0, NBTRE --.F BEST It JAI TO 96".AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK or OUTSIDE LOCK.ATTACHED TO @I or 0 SYMMETRICAL CENTERMATES W1 (2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. M.S.SEE ENO` RODS g W/�Ef) LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOOKING CONNECOR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. TION ITION BETA ,ON 0 i C K I J N P C o' SHEETS 10& 18 TIP. FULL OF CORNER NOTES ON HV "T" LOCKS AND CENTERMATES. HEIGHT. 1. SECOND ALTERNATE TO MANDA104 CONDMON ji VALID ONLY FOR W'T'I QCK ANn CENTERMATES a AND ....... CENTERMATE M,,ONE ALTERNATE HV'T' LOCK AN a 1 MAY BE INSTALLED IN LIEU OF HV LOCKS 0 OR 0 FOR ANY SPAN D LOOK AT ANY ELEVATION.ALTS LOCK AAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF INCLUDES USING REINFORCING LOCKER, . AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES 0 AND-!&W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED DOLT W/7/8'0 x 3/32" WINGNUT OR W/ 1/4"0-200'S,S.M.S. INTO A 1/4'Ox 5/8'RIVNLIT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" 70•@-(D C7)-@- MAXIMUM ABOVE AND BELOW MIOSPAN USE OF TWO LOOKING RODS @ TOP AND SOTOM tS MANDATORY. 6- 1_1-08 -a:7)- -0-05 *NOTES ON HD LOCKS &-CENJERMATES: 1. Hg�Q (OR CENTERMATES(31 OR(31!WI(321 -ONE ALTERNATE HD LOCK 0 MAYBE USED IN LIEU OF TYPICAL nIHV BLADE SHUTTER ELEVATION w Lo SFOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK e MAY BE USED AS AN INSIDE OR OUT51 LOCK.ATTACHMENT OF HD=9 4'TO 0 15 W/3#8 x 31W F.H.&S.M.S..AND INCLUDES N.T3. REINFORCEMENT 114EIRT b AS SHOWN ON SECTIONS 1409-HVD AND HDC-HVC,SHEET 10. LOCK MAY 13E INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOOKING RODS C5�is COMPLETELY OPTIONAL FORA BUILD111 CODE(Non High VeloC[ty RUrric-o-n-e-loae, 02017TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA HVITTA Nxi Accordion Shutter System 'Ito A.SwS.Aw H.V. BADE#1 W/OR W10 H.Y.\MNWW BLADE American Shutter Systems qzv.ph USCRIPTION DATE DRAWN BY, LC.. TILLIT TESTING ENGINEERING COMPANY Association, Inc. OLD j5-oSS 07/27/17 OAM- 0 TIF OF e555 ul..3fift 1 7/27/17 St..SW 305.VIRGA(ARDOM FLORCA 33194 4268 Westroods DrIvo 2 DRAWING No tj M I U (305)1171-1530.F..:(3D5)871-1$31 West Palm Beech, FL 33407 3 W ER A.TILLN'4,RE. ALT 4 17-107 A4ROA U.1 4416? 5 SHEET P.E. ft1U"R'E/DATE 6 5 or 20_, ONCRETE ANCHORS POURED CONCRETE r—G OR CONCRETE BLOCK POURED (SEE SCHEDULE ON REQUIRED 1/4'0-20:3/4'&S. POURED CONCRETE--1 SHEET 13) CONCRETE ANCHORS MACHINE SCREVIS CONCRETE REQU,RED ---"—_i rr-"" FaR ^(SEE SCHEDULE ON REQUIRED CONCRETE ANCHORS�"'`• 1 17 18 J cEVSiOYE(SEE NOUNTatGOON SHEET 7) I' SHEET 13) NUTS 0 12'O.C. .,._ (SEE SCHEDULE ON SHEET 13) ( _ T' 111,,, 1 i• -- 1'2 GRQ 4 1 ,; •Min: i/4'm-20x3/4•S.S. Mf^• ED ED UACHINE SCREWS EO EO U ING 10/4•-20 IIUT$ •1/2, r— . 3 tj2 r 250"Ai6x. - 13 OR 15 _.4-1 13 OR 15 ».� E.D,* H N I ) E. -)+ 25D' r I 250'Max. i r Liu.. I LJ" OPTIONAL ii I. ' 1,.OPTIONAL '' III���......... r . i MN YPAA N to I I , ADN.$HPARATEH To GLASS 1 L t 1�E y ) Q(( ♦ r '+ r EXGLANG (SEE SCFEDULE ON SN£ET 11) EXISDNG ) ON=( tog I 1 r lL.pLS®4,� I I i MIN. SEPARATION TO GLASS CUSS GLISS---i r'(SEE SCHEDULE ON SHEET tI) XI fir OA HV WALL H ADER GLAss `c HV WALL HEADER INSTALLATION INSTAL 8� HV WAIL HEADER INSTALLATION + KEYSTONE EXISTING UIN.SEPARATION TO GLASS s G[A5_ wt SEPAAAa[N ` 1 OR 1♦ ) I 1 EXI5IING� (SEE SCHEDULE ON SHEET TT) 1 10 MIN.SEPARATION TO GLASS GLFSS (SEE SCHEDULE ON SHEET 1T} ia9iDik iii < i fir" EXISTING : i OPTIONAL r r GLASi--" E,O.• I ( � II 1M/a4 , OPTIONAL i r i i 1-1/4'Max. .,t.-E , . '-� 13 T I OR 15 I I ,+ r + I E.D.•i - L lit OR(g I { r . •.... __ 12 OR 1�4Tj 4-_-_- I 1/4'm-20x3/4'S.S. 1 t t PHILLIPS TRUSS NFAO Min. --I \ 1/+0-20.3/< EQ--EO— "S,S.PHILLIPS L� MACHINE SCREWS USING ._,.__......_`_..-. ' CONCRETE ANCHORS TRUSS NEAR MACHINE SCREWS -,_CONCRETE ANCHORS 1 18 i' ' 1/'1--2o NUTS 0 12'O.C. `�CONCRETE-- 1 (SEE SCHEDULE DN W/ 1/4'-20 NUTS 0 12'O.G. OR —j/'I'- (SEE SCHEDULE ON SHEET 13) ( Man.« POURED SHEET 13) POURED CONCRETE-J '+ REQU REDRETE BLOCK CONCRETE BLOCK IfQDNCRETE ANCHORS w REQUIRED NV WALL SILL INSTALLATION (SEE sGHT:DULE ON OF HV WALL SILL INSTALLATION RED CONCRETE-._. SHEET 14) OR CONCRETE BLOCK WALL REOUREO (g) HV WALL SILL INSTALLATION NOTE FOR COMBIMATION OF SECTIONS: INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTER •E,0.•+ :DOE DISTANCE ♦ SEE UMITATMMNS OF USE FDR H Y B LA D E ASSEMBLY (SEE SPECT€ICATIONS ON SHEET 13) BLADE IA ON SHEET 19 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' :l\CENs''•,4�-r 02017 TRTECO,INC. ®2017 EASTERN METAL SUPPLY,INC. E BERTHA HVTM •4 7 A S A Accordion Shutter System I L E G a c, ■ ■ H v. #1 w/OR w/o>iv MNDI7M Q% t�C TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems N,x usCRIPDON DATE MINN 13Y: L.C. 6353 N.W.34u.Sx.Sem Sas,AtRVNA Q+RDLTIS.RL ROA 3318 A9S'aeiaticnr Ine. , OLD 15-085 7/27/) DATE: 07/27- " �``•.�OR1© �t4.,� 4268 Westroods Drive a P66na:(]05)97T-1530.Fax:(303)971-1531 DRAWING No *--It tot ca0aa,c— West Palm Beach, FL 33407 3 AL 17 �irrrrrrrrrr•"�+rr WALTER AGTIL7i4 fJr.P.G P.E. SEAL/SIGNATURE/DATE FLD Tat L<. 44167 3 SHEET e 6 OF 20 CONCRETE ANCHORS r AAlL SFPAaA%lri ♦ r i k?i.S PAR00. POURED 1 OR 1� Ir r CONCRETE (SEE SCHEDULE ON SHEET 13) I T, ON sQ r r EXISTING 1 m Gess RED.-.. -"•11 VAtD . GLASS--; F(SCE uhO 7 7 O» , ..� EDGE Oj Sl4ET 19 FOR I ukt9Slr 7w— 1 E.ll." APP U EXIS f ifXL`i(Dk� 7 ` r _ °� ALTERNATE fX75TING� i LOCAYMN I r r r r 1 1 ANCHOR CLASS TV xJ/4"HEX{YA5HER HEAPOR 15 3/8'UIN, TEX SCREWS 0 12'O.C. ` ' DGE OF CONCRETE ANCHORS r, 8 ' SLAB IF (SEE SCHEDULE ON SHEET 13) ;F.LAT EO` APPLICABLE ECCE OF 4 " G ) EDGE OF 1 j i1t 1 - ESLABCGE 0 EXISTING - GtJSS•—. I SLAB IF�� i t/2 1 EDGE Or r ,- APPLICABLE (({ SLAB IF ua SfPA`WTXYa k APPLICABLE q Q APPLICABLE POUREDTO tAASS(SFE CREiEE.D.A CONCRETE FIAT HEAD CONCRETE hHLHORS ♦ POURED � F.` R NRED HEAD CONCRETE ANCHORS REOVIRED (SEE SCHEDULE ON SHEET 14) 1 ON S-fE1 lone ) 9 CONCRETE gAnrsmecrp REQUIRED D•" E.D." (SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.O. Qt HV FLOOR INSTALLATION i HV WALK—OVER INSTALLATION SCHEDULE PRESSURE 13. RATIET NG&FOR SPANS PER C7 HV CEILING INST LA CATION 7 EXI5To7G -- .— CONCRETE ANCHORS GAS")_iia OL-65 ' SEE 5c"wuus W O°ARaM� 1 i l l O �. 4 SHEETSCHEDULE ON 1/+�M+AAc.FD 1iiREA (ON S.W I1) I fl I S t j-- t 7 EXISTING _ EXISTING--'j r----- �`� TECUNCLOGY OR 1/4'0 Pa'LEAS 1/4• EXISTING i GLASS wv,S All r 1a txA44 ,1 GLASS RISIMMS UW-ER-01042M W/ I MAX. I CLASS + �(At 7C>a"CM 6NCLT 11) 1 -""—� rql,1LiYAAiCN Ia 1 3/4'"N.UAEDYDA 9 9" DIU A:Nrz=CN I13 r 9L FOR UP TO fi'-0'SPAN AND S' 4'D.C.FOR SPATCAMS IKIN i RAX, t SF:VNO AAT.4 VIERIMM (, Ow.)(`I IS T DN75 -,1 MAX.SHELF 11 FCR Ul9TATRXS .3 / R (f/0 3/4'HEX�E 0 X. 1 $ OR ) " + WASHER HEAD i r -' I I CCNT.STA:IJIi _ 7EK SCREWS L gym 12'O.C. 11140/4' HEX HEAD 7EK SCREWS O S'0.G. f - -- 014x)4"S.D.S. - ,Vii„ y,' i!+•o-1/4.4-2 S5 ALS COtiCP.ETE ANCHORS J - ;I rrsa,o t/ae-ao Hurs OR 1/4"0-20 S.S.M.S. (SEE SCHEDULE ON �n f2 P'-~ 11/2 Max. 7: O W/NUT O B"O.C. I SHEET14} MSt1N3 NON STRUCTURAL p__--_ j 1 17 DR 18 /2. 1 ; (7 18 u 2,OD'EBN. WALL TR91(DECORATIVE ,.. ED. su) 1 r EDGE OF ..1� �)4 x3/4"F.H. 5.0.5 CON. SAAR IF REtXtGiEO -)_ l •, 1 7/8'--j--1 7/8' T APPLICABLE '..:'"'; CONCRETE ANChtORS \"SEE NOTE 13(C) \"y'� D 9"O.C, _RECUI0 CORtREtC �- E.D. POURED CONCR � (SEE SCHEDULE ON ON SHEET 1 V \ SEE NOTE 13(5} OR CREDREfE CK SHEET 14) POURED CONCRETECK 617 SHEET 1 OR RED CON BLOCK ' REQUIRED QM KEYSTONE MOUNTING .INSTALLATION PTIONAL POURED I( QQ INSTALLATION 11a1n47UV A5.0.OESIGH PAESSURC+64•-72 PSI CONCRETE Q BY WAIL, WALK—AVER INSTALLATION YAXIMOD SRUr"SPAN e'-r REQUIRED INGUARD INSTALLATION f SIM t THIS INSTALLATION SHALL BE NOTE MR t REMOVABLE WHEN PERFORMED E.D.®EDGE DI ICE ADd�py7 TO AN OPERABLE EXIT ♦ SEE LIM�,I-T�ATIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 73) OR ENTRANCE BLADE 1i 0H SHEET 19 INSTALLATION DETAILS W.1 1C HV BLADE ASSEMBLY _. E� t! IN MOUNTING SUIT AN CAN BE COMBINED I TTI pL •rl 'A FLORIDA BUIDI��j CODE Non High Velocity Hurricane Zon IN ANY WAY TO SUIT ltF7'lNSTA!(ATION, T P ri. 02017 TILTECO,INC. 02017 EASTERN NETAL SUPPLY,INC. VE s BERTHA ?1 B RTHAA HVT7,, �• . _V___ S S A Accordion Shutter Systemste m . #i W/oR WO HV.WMDW aAE American Shutter Systems ~ TICCIT TESTING & ENGINEERING COMPANY I! N oESGAIPnoN DATE DRAW"Br. L.C. p� Or % Association, Inc. 1 OLD 15-085 31f27j1 DATEe 07/27 . ,t'•, 0 .�'•4{,141 6355 f7.W.3m.St,Sia Sas.NAGfa4 OARDEtt3,riDROA 31IG Phono:(305)871-1550.Fox i(305)671-15.71 4268 Westroods Drive 2 DRAWING No '��yfA�����\FFLs " ..I:- o9H cao West Palm Beach, Fl 33407 3 17-107 7_1 07 '-1Z" ''i WAITER A TILUr d,.P.E. 4 �" ArA4•A•'' FLOROA Liu/44167 5 SHEET P.E. SEAL/SIGNATURE/DATE s 7 OF 20 SEE END WALL CON _M 10 is T INSTALLATIONS W1 1 HV AEE"°'�AT WKIND RDos 3{ t,HViEv LOCKS®a,p O U't I N /--FxtsitNG CLASS - *BLAA140DE ALTERNATE Nv LOCK Q 0U sFOR 5. // BUOE SLACK dLTNL HVF 1S Y+Wd FOR ALL B LAD E W1 HV C E N T E R M AT E S DENTERMATES APPLICATION WITH SLADEG1 I ©OR®"'©•�7 cw 8�a 10 •(�3 d (22 OR SEE ENO WALL CONNECTION @-3 Q Ox /_EXISTING Gess DETAILS ON SHEETS 10 __�_________ _______�_____ 2'a2'NI/8'.O'-2 8O•Q8�+�-�°`lJ•`tJ 3 1/4- 7' 8 !/2' 7. {6063-T6 ALLOY)ALM } E Y ANCLE W/2) 1/4"o TAFCON 1/2" 1 2' AxcHRs To CONCRETE ( CENTE M TE$ ENTEE2MATES (TaP/daTroM)>r 11o.3d4 S,ALs.0 12" �` j Mi . PARAt10N s.M.S.to TusE c.FULL LENGHr. W LOCK o 5 W/ HY LOCK or 25* TG SCHE s AT EACH ANGLN(TVP) C `. j w * Z *, I N * 7 ONFSHEEi 1 1 F sty Q 63)V(D 1--- ---' OUT Q«,@�Ip-Q"R® 10 •p� « HVB HVC 10•©0"Q• t3°P 1 » J a+ HVA -(D-@+@3� rPG11RE OtiCRETE AL ©»O7 .f�©�taf��- 7�•At� ' 0.* t5 Ox a, '��� �EXISTING GLASS EOU EDE BLOCK SYALLI EXISTING '®Op l'."i+�R.4'/°"®•Q011� SYM _ -- 1AI - l6J•O7 "©g9L:J•l!,/•�00. MIN. SEPARATION^ � { rGLAss $ Jc%itissi CENTE MATES* 8 I,�! w tom» 8��jep�• To Goss r0 '1-• -r-X_ h'.-,•....- * � w oc °NTE 6) ®' l'.J• \.J•'Ll (SFE SCHEDULE f t or;sHEFT t,) rA1N.SEPAR TO GLAS ,y-� w -� j OPTIONAL (SEESHEET TI)SCHEOULZ (INTERIOR) jrl OUT _ t ___�CONCRETE CHO 0 « I 18"O.C. S. « 2 * ` 3 vAR1Es • _k , 40 /2-MAX.SLACK OUT (E%TEMOR) HIVE !iV—F* HVD FLORIDA BUILDING g t CODE Non High Velocity Hurricane Zone 11�Q• '''•, 02017 TtLTECO,INC. ®2017 EASTERN IJEIALL SUPPLY,INC. BERTHA A S A Accordion Shutter System • E C 1 to C. ■ ■ ■ ■ RV.BLAX#1 W/Cot W/O N,Y_VAMWRADE American Shutter stems SY TICCIT TESTING & ENGINEERING COMPANY .H DESEINPTiON GATE DRAN7,BY. L.C. Association, Inc. 1 OLD f5-095 7/27/1 DATE: 07/27/17 6355 N.W.36N,U.St..io%Pimm CAIDDIS,iiaiEA 331E PDo-1(705)871-1030.Fox:(305)671-1531 4268 Westroods Drive 2 DRAWING No S "/""•�llv NVdj11 - EBt00D6710'o6m West Palm Beach, FL 33407 3 JQNAL Irr WALTER A.TiLUT J..P.E. 17-107 _�O� P.E. SEALISICNATURE/DATE FLORIDA Lie.!441sT 6 SHEET OF 20 v ALjE T e5 LOCK PO. HV A " " "C S CENTEMS 8 LOC RS M H GLAD erf END CONNECTION DETAILS ON SHEETS 10 a s8 INSTALLATION 1 HV BLADE -f—E°snxa" 5 WZ ND CENTERMATES OUT IN 9tA � 7EOSLADK CEIAIL TM,IxCteATI;D 0,v s,aEt a, I h AS HELL AS Ut4WRSM.FUMTRIO BLOC®OETNL t.-Rm. „�",Q. a�a DRaxATEa ot+Tws SrTEET,TUY 0,E asEa wm+tins ALTER E END CON ECTION IO.®q©••L:1a©•�y� ItriT MV aETAII.NVa aNNIN1WSS>ICEt- � //�� 1�S �AiLS ON�SHEE7S 18 Is aa•a/a5�0'_T � ®'�°'�'®"{1"�.� 35* 35 y t6caa-t0,++Lm3+un+- (�,2�) N✓R�Tr 2l T�o•'eaTZRETe k ur atl • taP-xu) 4* toPTroeLAl1 N11,wT,ri•su,s.ro toss lin.3/+'sus.o TT 3 AT TACK AS.T NET � D.0,Full L[r Ir * I N (a)x,v. I N (a)x,v. rj 3 30 LDCK T(INSIDE} 1 r,Ns(*ro•1 1 5r,, von(Tm.} \ tM sb u j 1 2 29 1 a OUT 31 OFt [(D-@j 2 1/4" 0-20 x 1 1/2" S•S.M.S. / 5* toPRcra *sEE NOTE 6 Fi R LOCH 3�. W/ 7/8"0 x 3/32" WINGNUT. (DPnawul HD13-HV6 OUT NDC^HVC r Lnec,ax sTEEfr s * SYMMETRICAL HD CENTERMATES (OHV "T" LOCK (OUTSIDE) g SYMMETRtCJ><t, HD CENTERMATES @ W/( ' LOCK (EXTERIOR) LIQ; Cl, -(INTERIOR) t SERCS Du/ALUxCV" (202443 ALL"LAM FUNGE IMI b®p©• 7Oo+e�b 10•��' SNEEt NUTSERT.PART f 0820, 10•�q0�•®'°©•�°' AS MMUFACTLAW BY--CRERRY TWORR,PARSIPPEW.NM'JERSEY Jf l:J•�•®°"Ll•7O•��' 0785+08 EOUAL. �f�•4�pd•€� 3 .._ —t✓ *M RDTM LMi IOCIDNO P005 l b(9 IOP,n ON'3R2T 5 r4s'Vwk nwwo 6tAKO LET"hOD-HA s / \r— —'--- — - \ vwq TTPi Ju gNTt7U4R5 APPurATwru NRH eurc0 HOD—HYD FLOATING rjlFprrru.�„'�� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone L A'•• = 02017 TILTECO,tuc. X2017 EASTERN METAL SUPPLY,INC. a', >ac SF•, �� B RTHA H TM o, 3 A Accordion Shutter System /-'T E C d 1wC. t ■ ■ . H.V. BLADE#1 W/OR W/o H.Y.W1=N BLADE I! ; TILUT TESTING & ENGINEERING COMPANY American Shuffer SYsfem9 M.R DESCRIPTION DATE DRAM BY. Le. O'•. �;' , Assoclaffon, Inc. T OLD 15-085 7/21/1 DAtE 07/27/17 ' +fi • N 6355 R.w.36th Sw Sw 305.1TRCJM MOEN%FLORAA 3316E 0 •'�� 4268 Westroods Drive 2 Phone,:(305)971-1770.r0::(705)971-1571 DRAWING No f NAU+z1��'1,t+E'S o"—E6lEt—O.O.Com West Polm Beach, FL 33407 a 17-107 ,1�1 WALTER A NLUT Jr.P.E. '•'•••AA..AT rtaRroA Lt-- 0 44197 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 8 OF 20 I. (`--- —" POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE - - RCONCRETE EQUIRED BLOCK WALL { BLOCK WALL REQUIRED BLOCK WALL REQUIRED f-`, BLOCK WALL REQUIREp EXISTING GLASS /-" y —EXISTING GLASS EXISTING GLASS "'1'- 4`CONCRETE ANCHOR, EXISTING GLASS 1A IB"O.C. _�� ..f) 4\E � MN.SEPARATION ,-"" j---�^) � 1• 1• �`T'"Tj 2"MiN,. TO CLASS(SEE•�•� ' / i } _ IAM SFFT A4ATFOt SEPTA RADt 5CHcDULE ON SHEET Q CLASS(SEE tBLADE Q (SE 70 GLASS(SEE TJT6"z3MAX ON SHEET 6-OR SCHEDULE ON SHMANO . SCHEDULE OiiSHEETEQ SODE at 9EfT .: 11 FOR B ADE(DANO (6063- NT: O� ON SHEET 19 1 2" t I I FOR PACE®AVP ' .ON SI-W 12 FOR IA.CLOSER 1 ` f BIAt7ES0& f)2 l3;.A ON HETES 9 LOCAFOR TE AT�.,_ Rl9ESOd:Q PLATE. (LOCATE IMIN / r nHER SIDE AT ERH$R SIDE MIN OF(D) OF 4�,) , 1/2'MIN. I ( .� •1•USE 1`OR 2`IAA%. --- 1 /2-S.M.5. I 4 •.�.___� (AS APPUCA9LE)x2'xt/8'x0 -__-_-,- 100/2'S.M.Ss","/ G' 16'O.C. ^y ALUMINUMCUP ANGLE 19 16"O.C. � (6063-T6 ALLOY)A7 M10HE10Hipd. (1)81011/2'S.M.S.TQ .J �� J (2)I/4'0 TAPCONS ANCHORS TO Oar SEE DL X F �IOR ®+ I ERHHERALL ASIDE OFp� SIDE N LATE AT OR �' I N!,EC N OR SEE RETAIL X FOR OR TO TRAC S 6 7«8 I O SEE DETAIL X FO �A SIDE CONNECTION SEE 0�•�« SIDE CONNECTION «x.73©• 7Q«® IO•�a a 6 7 0+$ 1 •�« TO TRACKS e. a.�6^�,• 7.8 •+�<" f�0 j5^y«®•�,.©•(t v TO TRACKS 10• a,�j, ,(��1F�,r� 1�•®«®•�©• « 10•®«iL;J'�©•® (,;;/'(„i'�r��,at�'V'ALq,« 6•�7 •�a®.�j •{�« (r*+,)'(7�`,�@«A6�A��`/�/j��• « ®•�'�«,A4ryJ'�'��'�« /��•®°igt�7',•®«®•'V«,('�,��^'7A, �•�«©, .®aO.�«y� ®•®«�''l�«V• « ®•®«�•K.`Y«l:J• « Q• «®' «�• «l'7•C7 ®•�«V•�«®'�a(::/+� END CONNECTION DETAILS SND CONNECTION DETAIL Q NE D CONNECTION DETAIL 11 END CONNECTION DETAIL 2 CR i REOUIREO ONLY FOR SPANS GREATER THAN 12'-0" �—EXISTING GLASS REQUIREOE BLOCKMALL LASS XISTIN0 MW.SEPA'RAP011 #19xl/2'S.M.S:- -�3i.__—__�_-..� - --- - TO GLASS(SEE t4 T6`O:C', t APAAQN Y --- "Jj QOR®OR�OR ti F �! OAtU CONCRETE if2'MIN, TO 77 '---,__ -•_.-_ ON SHELT I ANCHOR 0 4. 11 FOR ISADE QT) 4D �.�,.../ _-„_ _ 1 OR 4R'I OR'I PLACES(1) ® 12 ON SIAM 11 FOR � t� CONCRETE'-t E� PLACE'S 0&(� -__--- _ OR"n ANCHOR tiJ co `e ORQORO CR " `Z-MIN 2'MIN. � ♦ SEE UMRgTtON5 OF USE fOft ��I��L� y !• - �dR � f BLADE 19 ON SHEET IB 4R QR OR�OR� -Li+sT.[�: PLAN DETAIL POURED CONCRETE OR «{A„J,•(Ar���« �+Q,1�'® �\ 10• «�.�©.f « ND INSTALLATIO CONCRETE BLOCK WALL \10`x®«l`,•J'•l.W« •l7« \„— 6 70-0-0 REQUIRED O•C}• •®« I HV BLADE OR FTY $YINVVYY BLADE INTO C7 t «t C� �'�'©'®"©'�« -x CONCRETE OR CONCRETE BLOCK WALL. FND CONNECTION DETAIL5� C 0 E Q « FLORIDA BUILDING CODE Non High Velocity HUCfiCOnB Zone \111�P-,•'11++'••1'I!' a 02017 TILTS ®2017 EASTERN'METAL SUPPLY, INC. BERTHA HVTIU _ /7-ri-M - - ASS AGO �a�• .r . . AccozdiOR Shutter System H,v #, w/OR w/o KV.iMNDarr B&LADIE American Shutter SystemsLY. OESCRIPR011 DATE 6RAW.11OY: L.C. 2 TILUT TESTING & ENGINEERING COMPANY Assoclatlon, Inc. ! QLD 1$-085 7/x7/1 wT 07/27f17 =� ••.•-� $]31/1.W,3$ih R.Sta.3Q3.VR01A44 CNiB-1t4.RBRA.I 331$ DRAWING NO ' 4-tt1 Pi,o-:(305)871-1aa0:rux 1.(535)071-1651 4268 1Jestroods Drive i % S+tQNltl� �\j11yLT o-ma B: a�a18 cam West Polm Beach, FL 33407 3 17-107 WALTERSq TILUT J4 P.E. 4 "�•,�.�ria71•A FLORIDA U.1 44167 5 St(£ET P.E. SEALjSlGNATURE/OATE 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTERSPAN*"L+ OR "L-" MAXIMUM SHUTTER SPAN' "L+" MAXIMUM SHUTTER SPAN*"L+" INSTALLATION LEGEND (:E (ft.), FOR INSTALLATIONS W/ 91a OR -L-- (ft.) FOR R "L-" (ft.) INSTALLATIONS NTERMATE$0 & ® Or Or OR W/ W CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W ONE H.V. LOCK or or or & W/ ONE HV LOCKS MANSORY POSITIVE A,SA.DESIGN PRESSURE RATING. HD LOCK (�Wj NO LOCKING RODS or ONE HSV LBOCK or or OR Wj NO LOCKING L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE WALL A, B. C. 0. E. M, N. 0, P, 0, A.S.D. DESIGN PRESSURE RATING. CENTERMAT� 28( 29 W/ ONE W/ NO LOCKING RODS b ODS MOUNTING r. K & L R. S. & V. I©T" LOCK 30 WYjTWO LO(QNG (SEE NOTES f.11) (VALID FOR MOUNTINGQ (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 yyTrO1T�P��S&+4.BOTTOM 111SEE nn SHEET 7) FLOOR/CEILING G, H. 1, 11, J T, U• W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONG'tIE7E`&YAQ ttJSTALtATF0N5.V M+1cmuM CONCRETE h WOAD MA><iutw CONCRETE MOUNTING & Md tsunuuu I INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, ASA.019GN ASO.SURC w5.0.SuRE DETERMINE MAXIMUM SPAN •L+'FROM SCHEDULE. tYRATME WALL MOUNTING FLOORfCE1UNG PFEtsv6[ WAit.u0WltittG MRM4 FLOOR/CEIUNG MOUTATING Rt1Wfi k RaT+Hp GIVEN h NEGATIVE AS.D. DESIGN PRESSURE RATING, ruTwO MOUNTING OR Q•wt•} FLOOR/CDUNG MOUNTING fP.at'I DETERMINE MAXIIAUld SPAN `4 FROM SCHEDULE. I.OR-) {+ {t OR-} FLOUR Au MatI+TU10 0 MAXIMUM SHUTTER SPAT) 'L+'OR 'L-'FOR L 4 (a) L-(4) L J {ny I.-.(a L i (0) L-(6) L t (Ry L-(fl) t7 30 OR LES 16'-O' 15'-O' 1s'-D' 16'-0" 30 46'-0• 16'-0' 30 i6'-o' 16'-0" INSTALLATIONS INTO WORD SHALL BE YINMLIMITTO FINAL MAXIMUM AHED SPAN SPAN E E-L+- N THE t0S Psf.A.S.O. DESIGN PRESSURE RAANG. !dlHLMS1di DETERMINED SPAN BETWEEN "L+`AND"L-'. 35 14'-10" 74'-10' 75`-2' is'-q' 35 14'-10' 14'-10' '35 40 13'-i6' 13-16` 14'-2' 15'-2" 40 73'-YO' 13'-10" 40 44'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-I' IS'-1' 43 4" 14'-3' 45 13'-1' 13'-1" 45 13'-4' Ie-3" 'I' HV CORNER CENTERMATE Q3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-$' i3'-7' 50 12--S' 12'-5' S0 12'-3- 13`-t" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEIUNG MOUNTINGS: SHALL BE AS INDICATED ON IAAPJDA70RY CONDITION N12 55 11'•-10' 11-10 12'-1' 12'-il' 55 11'-IO' I1'-10' 55 11'•-1" 11'-il• FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-,4- 11'-4- 11'-7' 12'-4' 80 11'-4- 1 l'-4" 60 10'-2' IO'-I i NOTE fr5.SHEET 5. RATING: DETERMINE: 65 fo'-10" 10'-10' 11'-1` 11'-ii- 65 10'-10' 10'-10" 65 9'-5' 8_6 9-$ Lt+=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' to'-b' ib'-9' 11'-5' 70 10"-6' 10'-6' 7D LS+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 IO'-i` i0'-1- 10'-4• I1'-1- 75 10'-1' 10'-1' 75 8'-9' tt EXCEPT THAT MA1OMU1A SHUTTER INSTAL1A710N5, 80 W-10' 9'-10' 10`-0" t0'-9- 80 9'-10- 9'-10" SPAN"L+'OR'L-•AND MAXIMUM AS.D, DESING FOR A GIVEN NEGATIVE AS.M DESIGN PRESSURE PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE 85 @'-s" 9'^6 9'-9` 10'-5' BS 9'-6• 9'-6' RATING: 90 9'-3" W-3' 9'-5• 10'-1• 90 9'-3• 8'-3" OR CONCRETE BLOCK SHALL BE NEM UN FOLLOYS: DETERMINE: _ 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-- MAX. SPAN FOR WALL MOUNT177G INSTALLATIONS. 95 9'-0• B'-9 9'-2• 8'-10- 95 9'-D" 8'-9" LIMITED TO +64,-72 P.S.f. AND 8'-Q" SPAN, SEE Lx-= MAX,SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9• 8'-4' 9'-0' 9'-7` 100 e'-9' 8'-a' MOUNTING Q ON SHEET 7. INSTALLATIONS. 105 6-] ^ 110 8'-4' 7'-7• W-7" 9'-2- 110 8'-4" 7'-7 - MINIMUM MBEMAXIMUM ALLOWABLE E 2+-.SPAIIS EQUAL 'L THE 7'-3- SEPARATION TO GLASS SCHEDULE MIJiMpM BETWEEN "Lt4 . :+: AND _. r128'-0' a-11• 8'-2• 0'-9' 120 B'-0' V-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 6'^_$' 8'-0' W-5" 125 7`-t0� 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D.DESIGN 7'»$ W-: 7'-10" 8'-1" 130 7"-8" G"-5" WIND Z©NEMINIMUM PRESSURE RATIIJG TO DETERlAINE MIAXIAIUM AtJCHOR T-T 6-27'-9- 7'-9- 135 7'-7' W-2" SPACING7'-s• 5•-n- 7'-7• r-6" t40 7'-5• ASTM E-1998 SEPARATION 7'-3- 5-97-57-3145 7'-3' W-9: TO GLASS 7'-2" 5'-7` T-4' T-Q' 150 7'-2' W-7' T-0' s'-5- T-2' 6'-9- 155 7'-0- 5'-5• 1 THRU 3 1"6`-11' V-2- 7'-1` 6'-7` 160 C-11" W-2"6'--10- 5'-1" 7'-0' 6'-4- 165 6'-10'6'-9` 4'-11' W-it- W-2" t706'-7' 4'-g' 6'-9' 6'-0' 175 6'-7• 4'-9'8'-8' 4'-$• 6'-$' S'-10" 18q 6'-6' 4'-8' Hv BLADE 6'-5' 4'-6' 6'-7• 5'-8- 185 6'-5' 4'-6" 190 6'-4' 4`-5" W-6' W-6' 790 195 6'-3' 4'-3' a-5- 5'-5 195 W-3' 200 6"-2- a'-2' 8`-4' 5'-3' 200 W-2' 4'-2' 205 6'-1' 4'-t' S'-3' S'-7' 205 6'-1 t—N�� "f�.� FLORIDA BUIi.DIN6 CODE(hon High Velocity Hurricane Zone 02017 TILTECO,INC, @2017 EASTERN METAL SUPPLY,INC. acnisF '�= BERTHA TId { A S A Accordion Shutter System r7WTgqqn7c \ ■ ■ ■ ■ H.Y.EIADE#1 W/OR W10 RV.WINDOW RADE * f.I r'*r American Shutter Sysfems ►WYE t tr.N DTSCRMN DATE muvN sMGY.LG.COMPAY TICCIT TESTING & ENGINEERING AsS10Clatlan Inc.Ina. 1 OLD 15-085 07/27/1 DATE: 07/27/17 6155 N...Tarn.St,sl..306.xACM OWMS,FLOP413316 1 DRAWING No BLt , 4268 Westroads Drive 2 Phos.s 0')671-1530.Fm:(305)871-7_71 111 .- I.Ut.c o..I..6 West Palm Beach, FL 33407 3 NAL� 'T1 WALTER AOTILUt J,RE 17-107 +'` FLORIDA Uk_If 44167 a SHEET P.E. 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SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES gam, ti s pRESST)R£Ra {C AMO A CORRESPOM03tiG JNM TYPE FOR CONCRETE OR CONCRETE RlOtxt mu1TIONS (SEE MOUNIRi05 E 0.&H ON SHEETS 6&7) t.ANCHORS TO SUBSTRATE SHALL BE A5 FOLLOWS: POUTED NX#Nq;£TE BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Min.t'c-3 hO uwwA E WALL SILL MOUNTING QCEIUNG MOUNTING HU FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED 1HREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.I.W.BUILDEX.(Min.1'c-3 W) SPAN Q ANCHORS SPACING I EGENnD - 1/4'0 x 3/4'ALL POINTS SOLiO-SEI'ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY. (Mtn.V.-3 101) (� 96a1 MKFAI6E pALSE2kE PADNC OFSV,N ISGfAE PRkJ7tIRE RVC4 b 0 OL9GN WrATI&P'RESSU.{E tV01V9 1 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.Pe- 2 W) TAPC04 OR - 1/4"is TAPPER+AY,CHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND D1STR;SuTED BY ALL POINTS SCREW,BOLT&SPECIALTY 3a 44 N) 75 90 TTO 160205 34 40 GO ?S 90 120 160 205 10 40 80 75 9O 120 i60 2E15 SAPCOti WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUIHORREO VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 9 8 6 6 54 14 12 ID 9 e B 6 6 14 12 10 9 6 8 6 6 THREADFORM TECHNOLOGY (Min.('c- 3 ksi) 14 12 t0 9 a s 5 6 14 12 10 9 8 8 8 6 14 12 10 9 0 8 6 0 ALL POINTS SOLID-SET DR LESS 14 12 io 9 6 8 8 6 14 12 10 9 8 B 6 6 14 12 10 9 B 8 6 S BLUE TAP W/CAP NOTES 74 12 10 9 8 8 6 7 14 t2 10 9 B 8 6 a 14 12 10 9 6 8 6 6 TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WON ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 7 &5 SS 14 12 10 9 8 8 6 6 14 12 10 9 6 8 6 5 ANCHORS Pa 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS 1S 1 1/2-. 4'-0' 14 i2 10 d B B 8 e 14 12 to 9 8 B 6 a 14 12 10 B B B 8 5.3 t4 i2 x0 9 8 8 6 4 11 12 t0 4 8 8 6 4.5 14 12 10 9 0 6 4 33 A2)MINIMUM EMBEDMENT OF 1/40 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT I4 12 10 9 B 8 8 4.6 14 12 ID 0 6 EI 6 5,5 14 12 t0 9 8 8 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG IJINIMUM SHOULD STUCCO +SEE UMTAtg15 OF 95E P6A tt 12 10 9 7S 5,5 J.S - 14 12 10 9 8 8 8 6 s4 12 10 8 8 7 5.5 4 EXIST,AMNO i`MINRJUM FOR WALLS WRFC NO STUCCO. B,-0. is 12 t0 9 B 6 6 6 14 72 10 9 B 8 6 5.5 14 12 10 9 8 8 fi 4S 61AOf} GN SnEk7 T9 14 /2 10 9 8 7 4 - 14 /2 10 9 8 BS 5 3.5 14 12 10 9 6.6 5 35 1 AJ)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR MY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. i4 i2 70. 9 a 7.6 4.5 - 14 12 10 9 a- 8 6 4S }4 12 10A 9 8 6 4.5 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALT.BE AS INDICATED ON 14 12 9S 7S BS 4S - - 14 12 10 0 8 7S &5 4 14 12 10 9 8 5 4.5 SS tNOTES&I)NSTAt1AT10N&INTO)LTFS WITH METAL ABOVE.FOR SILiD50SEE SHEET 2pS01NG OR EIF5 WITH OR WRHOUT METH.STUDS CONSULT THIS ENGINEER.FOR 8'-0' 14 i2 10 9 8 8 6 - 14 12 10 9 8 8 6 6 14 12 10 9 8 6S 5 3.5 14 12 10 8 7.5 -5 3 R 12 10 BS 7 5.5 4 3 14 12 a &5 5S { J 14 f2 10 9 8 6 - - 14 17 ID 0 6 &9 5 .75 14 12 70 8.5 8 5 4 - (8} TO EXISTING CONCRETE BLOCK:(ASTM C-BO} /4 t2 0 5.5 5.5 3 - - li 1T 10 9 0 6S 4S y.5 14 12 10 . 7 5 4 3 - 1/4'6 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. 14 12 10 9 6 a - - 14 12 10 9 6 7 3 4 14 I2 10 0 7.6 &a 4 J ^ 1/4`0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. ?'-0' s4 12 10 8 &5 4 = 74 72 9 IS 6 4S 3.5 - 14 EMS 7 5.5 4S J.5 - - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAF AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. T4 12 10 &5 7 4 ^ 14 12 10 9 7.S 4 _ 14 1Z 9 7 7,5 - - - 1/4"0 TAPPER+ANCHORS A$MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AUERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 74 is 7 5.9 4.5 - - 14 12 10 9 7. 55 - 14 72 9 7 #S B._0. 14 12 10 8 8 W - 14 i2 70 9 9 - 14 12 70 8 6.S .5 _ NOTES: I t2 6.5 7 SS 3 - - 14 72 8 FiS SS 4 1 - t2.5 9.5 6 5 4 3 - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND iAPCDN 14 T2 9.5 T.5 6 ^ 74 12 9.3 8 6.5 5 - - 14 12 8 6 0.5 4 - - WITH ADVANCED TMRMFORM TECHNOLOGY ANCHORS IS I% 1} 9.3 B.S 5 J.S - 14 12 10 8 6.5 5 - - 14 12 8 6.5 5 4 - - 9'-0' t4 52 10 9 a - - - 14 s2 t0 9 1.5 4.5 - - li iT 8S 7 &S ♦ - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK,NO 14 ti.5 7,5 6 4 - /4 tl 7 Ks 5 3S - 11 8 5.5 45 1.5 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4'0-20 SS,MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO /4 12 8 6.5 4S - - i< 12 8S 7 5.6 4 - - 14 10.5 7 SS 6 4S - - EXIST,AND t'MINIMUM FOR WALLS SYNTH NO STUCCO. I.5 5.5 S5 4 j14- 14 12 9 7 S 4.3 - - 14 11 7 &5 44 3.5 - T0 14 1Z /0 9 - U 12 10 8 5.3 S U t2 e 6 5 4 - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. t4 10.5 7 5 - 13 9.5 63 5 4 3 - - /0 7S 5 < 3 - - ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED 077 14 1t 76 55 - 14 11.5 9 6 3 4 - - 12.5 9.5 6 5 4 4 - - NOTES B.1))&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. LO'S a 5 - - 14 72 8 6.5 5.5 4 - - 13 SO GS 3 4 3 - FOR It)STAL ATION INTO ENFS WITH METAL STUDS SEE SHEET 20. 14 IT 10 - - 14 12 9 7 6 4.5 - - 14 LOS 7 Sb 4.5 3.3 - C ANCHORS Ss1H1.e£INSTALLED FOLLOWING ALL OF ME RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 11'-0't25 9S 5 - t2 9 5 4.5 4 3 - 9 7 4-513.5 3 - - {} 14 10 7 - 14 i0.5 7 &5 44 - - 1L5 eS 5.5 4S 3.75 - - - (p) SEE SCHEDULE BELOW FOR ECCE DISTANCE(E.D)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9S 7 4.5 _ 14 ISS 75 6 5 - - 12 9 5 4.5 4 - - 12'-0' a 12 10 - - u 12 8 , Sb = - 13 10 65 5 4 - - EDGE DISTANCE VERSUS,SPACING SCHEDULE FOR ANCHORS: IIS a3 4.5 - 11 8 S.5 4 U- -: 8 4 3 IUXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE O:STANCES INDICATED BELOW.FOR E.0.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING - ly9S 6-5 5 BY MULRPLY11;G SPACING SHOIV14 ON SCHEDULE BY THE FOLLOYANC FACTORS. 5 - - 14 10.5 7 &5 It8.3 S 453.5 REDUCED SPACING OBTAINED USINO FACTOR SHALL NOT BE LESS THAN MIISMOM SPACING INDICATED FOR EACH ANCHOR TYPE.- 14 s1.5 7.5 6 s2 4 6 4.5 4 _ _ _ FACTOR - 10 7.5 s 4 75 5.5 4 3 - ACTUAL TAPCON WITH ADYANGW TAPPER + 12.5 es - - - - - 1T 9 6 4.5 7 5 4 - - - - (1)HV 13LADE � DIEDGE E TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAA MIN.SPACING a b - - - 13 9.5 65 5 - - 73 5 4 - _ 1-D. MIN.SPACING-3' MIN.SPACINO-3' MIN.SPACING-3 1/2" ABN.SPACING+.3• 3.3/4' 4' 1{ 12 - - - - 14 I0.5 7 6. - - 6.5 3.5 4S 14'-0' i0 7S - - 8 7 4S JS - - - 5 3S 3 - - - D POURED CONCRETE& �0 COt�E OI Bppt POI RED CONCRETE& POURED CONCRETE&ISTUSD 03CME 0@CREIC am 11 a 5.6 4.5 - - - 6.5 4.5 - - - - VWINDOWCONCRETE BLOCK Nt4 ED.-3 1 MIL E0..2 112' CONCRETE BLOCK CONCRETE BLgCf( un CO.-3 1 MR ED-2 1 WE CR ED.-3. '- MN ED.-3 1 MN E0..3' � �• - - 12 9 6 - - - - 7 4.5 - - - - 3• 1.4 0.90 1.0 0.78 1.0 0.84. 1.0 14 - - - 3.3 W 6.5 - - s 5 - - - BLADE WORKING 2 1/2' - Obt 1.0 - 0.67 1.0 9 - - - - - - 65 6S s y - IN UNISON10 - - A5 a 5 - - - 6 4 - - - _ 2' 0.71 - - Obi_ _ _ _ - 1.5& 5S - - - &5 4.5 - - - - 1 3/4' - 0.91 _ - - 0.43 14 - t2S 95 8 - - 7S 5 - - -8 _ - _ - 8 6 4 - - 45 3 _ _9S 7 6 4 1- - - FLORIDA BUILDING CODE(Non-High Velocity Hurricane Zane 4'111 p4'�VA Arl +-!. 02017 TILTECO,INC. @2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM /1�=Eq,o ,m c A■ ■ ■ Accordion Shutter System 0, A.S.S.A. H.V.aADE#) w/OR W/O H.Y.wNwN a" American Shutter Systems O I 4a 1, TILLIT TESTING & ENGINEERING COMPANY Y w M oC36RIPRaH BATE DRUM er Lc. T. TATE p 6355 N.W.36th.5L.s..305 MkG76i 01RDD 5,YtOF60A 1716 Association, inc. i OLD 15-095 7/2711 DATE: 07/27/17 --•=�, r' Pn6ne: 530.Fax:(305)871-1531 4268 Wes(rggds Drive x (305)871-1DRAWING No e-02,a 14tte * xvn west Palm Beach, FL 33407 3 7' 07 ^�,,-V/O••,••••Y,,���,111' WALTER A TILLIE Jr.P.E. wax / FLOWDA Esc {4.167 5 SHEET P.E.-5th {9fI� DATE 6 13 OF 20 ��(JK1UM ANGHQT SPAGIN Op.) SGHEDULF FOR A GIVEN MAX, SHUTTER SPAN. g,$0 DESIGN NEGdTiV= RRE URE RbTiN N6 A CORSEESRO TINGS L NC TYPE AOR RETE OR CONCRETE BLOCK INSTALLATIONS (SEE OWNRNG3 I.J.N�L 011 SHEET 7) POURED CONCRETE PWS CON CONCRETE BLOCK ANCHORS SPACING LEGEND -TWALK 04R& 1 TRENCH �RAINGUARD MOUNTING (K WALL/FLOOR MOUNTING IQWALL/WALK OVER MOUNTING UAX=U Moil TAPCON OR ,DMG+KGM Pf05516E PRIM(00 AsD.OEM WARX PRES' K ROW,(Tli AS&peso+W^E POM ROM(Pit kM DEM Irtcp6E PPMM RI1wp(PA TAPCON WITH ADVANCED 30 40 a0 75 9D I 120 160 205 30140160175 99 120 160 20b 30 40 60 75 190112011601205 30 id 60 75 90 120 180 205 THREADFORM TECHNOLOGY 14- 12 10 9 0 0 6 6 iT 12 12 12 1211.51&-S 6. 7 7 7 7 7 7 7 &5 5 5 s S 5 5 5 5 ALL POINTS SOLID-SET 3'-0" 14 12 Sa 0 8 6 6 6 t2 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 S 5 S 5 5 5 5 On 1E55 14 12 ib 4 8 8 6 b 12 12 12 12 0.5 8 8 4 7 7 7 7 7 ) 7 &S 8 a 5 5 5 S 9 5 BLUE TAP 14 12 SO 9 8 8 6 8 12 12 12 12 12 +O 7.5 6 7 7 7 7 7 7 7 S 3 i 9 9 5 S 5 TAPPER+ 14 12 10 9 B a a 8 12 12 12 12 17 83 6.5 5 7 7 7 7 7 7 5.5 4 5 5 3 5 S 5 5 4 4,-0" 11 12 10 9 B 8 8 6 12 12 12 12 12 95 7 SS 7 7 7 7 7 7 7 7 5 S 5 5 S S 5 5 14 /2 10 8 8 8 6 6 12 12 12 9A 8 6 4.5 3.5 7 7 7 7 7 7 &S 3 5 3 S 5 8 S 5 5 14 12 10 9 B 8 G 6 12 12 12 12 t0 71 &5 4 7 7 7 7 7 7 7 55 S 5 5 a 5 5 5 5 14 12 10 9 8 8 6 4 12 12 12 11 0 7 5 , 7 7 7 7 7 5S 4 3 S 5 5 5 S 5 4 3 5,-0� 14 12 10 9 B B a 6 12 12 12 12 10 7.5 &S 4 7 7 7 7 7 7 7 7 5 5 5 6 5 5 5 3 !4 12 10 9 8 8 8 6 12[12 93 75 6 45 35 - 7 7 7 7 7 7 5 15 5 S 5 5. 5 5 5 4 14 12 10 8 8 a 6 6 12 12 4.5 8 6 4,3 - 7 7 7 7 7 7 S5 4 5 S 5 5 5 S 5 4 # SEE ANCHOR 14 I2 16 9 8 B 6 6 12 1S 9 7.5 55 4 3 7 7 7 7 7 45 5 - 5 5 5 5 s 4.5 35 - SPECIFICATIONS 14 i2 t0 9 8 a64 12 12 10 8 a 4.5 3.5 7 7 T 7 7 7 7 7 5 5 5 5 S S 5 5 ON SHEET 13 14 12 10 9 B 8 8 6 12 8 6 5 , 3 7 7 7 7 7 55 4 S 55 5 5 b 4 3 14 12 id 9 8 B 6 6 12 10 8 BA b .75 7 7 7 7 7 8 4.3 - S S 5 5 S 'S 4.S14 12 10 9 8 B 8 5 12 10 8 65 5 3.5 - 7 7 7 6.5 5.5 4 - 5 S7'-4 t1S2 10 9 8 8 6 6 12 12 8.5 7 5 1 3 7 7 7 7 71; 12 10 9 8 8 8 6 13 &5 645 3 - - 7 7 7 1 63 5 3 - 5 5 5 5 B 5 3.5 3 14 12 10 9 8 8. 6 6 12 0.$ 7 55 - 7 7 7 7 7 5 - - 5 5 5 S 5 S 4 - 0 VAUD ONLY FOR UP TO +70, -75 14 12 10 9 8 8 .b - 12 12 85 7 3 4 - - 7 7 T 55 45 3 - - 5 5 5 5 4.5 35 - - PSF A.S.D DESIGN PRESSURE 8,-0" 14 r2 14 9 e 8 a - t2 f2 OS 7.5 6 5 - 7 7 7 7 7 7 7 4 s S 5 S 5 s 5 S RATING & FOR SPANS PER 14 12 10 9 8 8 6 - t2 9 6 4S 4 3 - - 7 7 7 7 55 4 - - 5 5 b 5 5 6 7 - SCHEDULE #3, SHEET 11 14 12 10 9 8 B 0 _ 2 it .5 6 5 75 - 7 7 7 7.5 6 4.5 - S 5 S 3 '6 4.5 - 14 /2 10 9 B 8 - - 12 1.5 LS 6 S 3.5 - - 7 7 6.5 S 4 - - - 5 5 S S 1 3 - - 9,-0. Y4 12 10 0 8 B - - S2 12 95 8.5 3.5 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 9 B B - Oa B S t 35 - 7 7 7 6 5 34 - - 5 5 3 5 S 4 3 - 14 12 !0 9 B 8 - 12 10 6.5 5 45 - - 7 7 7 6.5 S.S - 5 5 3 S S 4 - 14 12 Id fl B 8 - - 12 0.5 7 5S 45 3.5 - 7 7 55 45 3.3 - - 3--r 5 4.5 35 - - - 10-0.14 12 t0 9 0 8 - - 12 I t 85 6 5 35 7 7 7 7 7 7 4 5 - 5 -Cr' 5 5 5 5 5 43 14 f2 t0 9 8 8 - 95 7 45 3S 3 - 7 7 7 5.5 4.5 - - - S S a 5 45 35 14 12 f0 8 8 8 - 12 9 6 5 4 - 7 7 7 8 S - - 5 5 S 44 5 - - 14 12 10 0 8 8 - 12 0.5 6 S 4 3 - - 7 7 5 4 3 - - 5 5 5 4 35 - - - 11,-0"14 12 t0 9 B It - - 12 10 7 &5 4.5 3.5 = - 7 7 7 7 7 7 35 - 5 5 5 5 5 5 5 , 14 12 10 9 8 8 - - aS 65 , 34 3 - - 7 7 8 S . - - 5 5 5 5 ; 3 - H V BLADE ONLY LY 41 12 10 0 e e - 11 B 5.5 4 - - - - 7 7 7 &6 4s - - - 5 5 S 5 4.5 - - \\\111 14 12 10 9 B - - 15 8.3 6.5 45 3.5 - - 7 7 45 3.5 - - - - 5 5 45 &5 3 - - 1 •-0� i; 12 t0 9 8 - - - t2 OS 6.5 5 4 3 - - 7 7 7 7 7 6 3 5 5 s 5 5 s 4.5 35 14 12 f0 9 8 B 8 4 ] - 7 7 5.5 45 Fi/2 10 9 6 - 10 7.S 5 4 - 7 1 6 5 - - - 5 5 5 S 4 - 14 12 10 9 8 - - 0.5 8 S 4 3.5 - - 7 &5 45 3.5 - - 5 5 4S 3.5 3 - - 13'-0" t4 12 10 9 8 - - - 1-5 9.5 4 4-6 33 3 - 7 7 7 7 7 iZ-8 - - S S 5 5 S 5 4S is T4 12 10 9 8 7 &5 3.5 3 7 7 S 4 3 - - 5 S 5 , 3 - - 14 12 tp 9 B - - _ 9 7 4.5 .73 - - - - 7 7 S.S 4.3 - - - 5 5 5 45 s - - - 14 t2 to 9 - t0 7.5 S 4 3 7 6- 4 3 - - - S 5 4 3 - - - - 14,-0"N lx f0 9 - - - - OS B 35 , 3.5 - 7 7 7 7 7 4 - - 5 5 5 5 3 4 3 14 12 10 8 - &5 S 3 - 7 7 6 &5 - - 5 5 S 4 - - t4 12 10 B _ _ - - 85 6.5 4 _ _ - 7 7 5 4 - - 5 5 3 4 t, 12 f0 - - - - 9 15 35 3 7 5.5 3.5 - - - - - 5 5 35 3 - - - 18,-0"14 t2 to - - - - - 10 75 S 4 3 - - 7 7 7 7 7 35 - S 5 5 5 S 5 4 3 14 12 t0 - 8 45 7 7 44 3 - - 3 5 4J 35 - 14 i2 10 - - - - B 6 4 - 7 7 S - - - - - 5 5 3 4 - - 14 12 14 - _ - - - &5 65 4 3S - - - - 7 5-S 35 - - - - S 5 35 - - i$'-0"14 12 10 - - - - 45 7. 43 3.5 3 - - 7 7 7 7 a 3 - 5 -3-7r-9-3--TA-3-3 - 14 12 10 - - - a 4.5 - - - - 7 6.5 4 - - - 3 S 4 J5 - - 11 12 10 - - - - 75 &5 .75 - - - - - 7 A .. - - - - 5 5 4.5 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 1411 y`A�✓••.........,. �ll,�T 02017 11L7ECO,INC. 2017 EASTERN METAL SUPPLY.INC. BERTHA H TM rr` 7System i L �0 , A..S a S.A. by ei�EE#1 W/CR W 0 KV.Wl�W RADE • �{,^/� �', TILUT TESTING & ENGINEERING COMPANY American Shutter Systems -nowEe.N DESCAI DATE DRAWN BY: I.C. `y tj•'� ++!" 1t 8365 N.w.360,si.,Ste.365,vMtP A CW=S.110ROA 35161 Ph4 Association, Inc. 1 OLD 15-0135Fi5 1j27jt 04M 07j27j17 a,:(305)871-1530.Fax 1(305)871-1531 4268 Westroads Drive 2 .'r, '•:�!TIUr.• '%%%%, o-m0u:IBt.00o l.cam West Palm Beach, FL 33407 3 DRAWING No '•�+:sIONAL EN�'1t1''1 WALTER X TIUJI J,P.E. 4 17-107 P.E._Si*/C/3t,Nf4'i`URE/DATE noRioA 1 c f 44167 s SHEET 6 14 OF 20 MAXIMUM A.S.D. DESIGN PR +S.URE__ E RATING fP,s_f,) AND CORRESPONDING MMAXIMUM ANCHOR SPACIN�(�n) SCHEDULE FOR A Chi N MAX. SHUTTER SPAN. NEGATNE A.S.Q. D St.N PR fi_URE RAnNG AND A CORRESPONDING MOU M, TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). LJ B 2S3 T F=i AT F=- SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 wc/MIN.G=0,55, FIR NORTH FiR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD DO S Flo W/ W/ MIN. G=0.43 w MIN. 13=0.36 "{tp WALL MOUNTINGS CEILING MOUNT 7 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL lAOUNTINC5 8.0.WALL MOUNTINGS H.O. WALL MOUNTINGS M, N, O & R W&X M, N, O & R W & X M, N, O & R W & X P & 0 S &V S &V S&V am wjrx mf wx(4_oma Awns lF=FNlC w TOIa HOULt SRSf_+fA7r,(k0 s»WA'lEffCMAU,�(W LSd O30t NOM RIS OLfWc{dL f✓O4f NE6t4,fRF39ETAt4OM O9a NGS EFTP9F3 fAN)(P9 O 10IgE 16T BE'LFL P9IC V) o ow wpm lggin U.%M am NOtrd RT54F3 RKl(A 30 40 60 75 90 05 3q 40 60 75 90 05 30 40 60 75 90 05 3U 40 eo 75 90 O5 30 40 60 75 90 O5 30 40 60 75 9O OS 30 40 60)5 90 OS SQ 40 60 75 9p 05 30 40 6075 90 05 30 40 60 75 90 OS •..p•OR 12 10 IO 9 8 8 6 6 6 8 6 B 12 10 t0 9 8 8 6 5 6 6 6 6 12 10 io 9 8 8 6 6 8 6 6 6 6 5 4 4 4 3 12 12 12 12 i2 12 12 12 {2 52 12 12 12 12 52 12 i2 12 4'_0' 12 10 10 9 B 8 6 6 6 6 6 6 12 ,0 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 B 6 6 6 6 6 6 6 5 4 4 ; 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 t2 12 12 •-p' t2 tp 10 9 8 8 6 6 6 6 $ 5.5 12 TD t0 9 $ 8 6 S fi 6 -6 5 12 10 YO 9 8 7 8 6 6 $ 8 S 6 5 4 4 ; 3 12 12 72 12 12 /2. 12 12 12 42 12 12 12 12 12 i2 12 0. 8'-p' 14 10 tO 0 8 6.5 6 6 8 6 5.5 4.5 12 10 Ip 9 B 5 6 8 6 .5 5 4.S IT SO i0'9 6 3�5 B 6 6 6 G 4,5 6 5 b 4 3.5 - 12 12 12 S2 12 12 12 12 12 12 12 12 12 12 12 12 10 0.5 p_p' t2 SO t0 9 &5 4 6 b 6 .5 45 4 12 SO 10 9 5 3 8 6 b 5 3.5 i? t0 t0 7 3,5 - 6 6 6 5 ; 3S B 5 4 ; - - 12 i2 i2 IT t2 S2 12 12 12 12 12 10. 12 12 12 0.5 8.5 7.5 f2 1p 10 7.5 4.5 3 6 0 6 5 4 3.5 12 10 IO 8 3.5 - 6 6 5 .5 3.5 J 12 10 10 4 - - 6 6 5 .5 3.5 9 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 52 12 1.5 9 7.5 6.5 g•_p' I2 SO 10 5 3.5 6 6 5.5 .5 J.5 3 12 t0 4 4 - - 6 6 4.5 4 3 3 i2 SQ 4 3 - - 6- 6 4.5.4 3 3 6 5 3.5- - - 12 T? i? i2 i2 t0. 12 12 12 i, 9.5 8,5112 12 14 8 8.5 5.5 12 10 7,514 - - 6 6 5 4 3 - 12 10 613 - - 6 6 4 .5 3 - 12 10 3 - - - 6 6 4. .5 3 - 6 5 - 12 12 12 12 14 9.5 12 12 12 10 8.5 7.5 12 12 9- 7 6 5 t2 10 5.5 - - 6 6 4,5- -• i2 SO 4,5- - '6 .5 3.5- - 12 fO - - - 6 5.5 4 �- - - 6 5 - - - - 12 12 12 12 iO 8.5 t2 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12 10 6 6 5 M- 110 - - - - 6 5 3.5- - - 8 5 - - - - ,2 12 12 1.59.5 8 12 t2 it BS 7 8 12 1,5i? 10 - - - 666 4-57.5 - - - - 6 4.5 - - - 6 4.5 - - - - T2 I2 t2 10. 8.5 7.5 12 12 10 B 6.5 5,5 i2 0.514'-O" t2 10 - - 6 5.5 - - 12 5.5 4.5 7::I:=- - - .5 4.5 - - - 6 3 - 12 12 12 9.5 8 6. 12 72 9.5 7.5 6 4.5 A2 9.5/5'-p" 12 - - 55 - - - 8 - - - - 72 12 tt 9 7.5 5 S2 i2 8.5 7 6 4 i2 912 -^ - 8 ^ - - - 5 - - - - - G - - - - 12 f 2 10. 8.5 6.5 4 12 12 B 6.5 5 3 11,5y.5 In HV BLADE OR 1 HV BLADE W/ I HV WINDOW BLADE WORKING iN UNISON* •SFE UnAROvs GF USE rOA "E On S EFT 19 + NOTES ON ANCHORS REQUIREMENTS: W000 SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WYWO SOFFIT$HMA BE AS FOLLOWS: J,SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUIHEM PINE No,2 W/O-OM(00.5) - 1/4'0 TAPCON ANCHORS,AS MANUFAORtNi71 BY LT,W.BUILGE% W/MIMMUTA EMBtawtff AS INOiCAMO AT -OOUGIAS FIR W/0-0,50 QLDS.) EACH NON SHEETS 16 h 11, -SPRUCE PINE FIR NORTH W/G.0.43(00.5.) DfCEY+TION:IiOR:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH 0-0.36(N,D.SJ (1 -NIH, 1/2'CO2 PLtWOpO(1'888 APA) 2 ANCHORS TO HOLLOW CEILING SfML BE AS PER MOUNTING TYPE U.SHEET 17 ANO SHALL CONStSt OF LAO SCREWS AS PER N05 2016 SPEClFlWlONS. ANCHOR'S S SHk BE IN. ALLEO FOLLOAWC ALL OF THE RECOMMENDATIONS ANO SPECIFICATIONS OF THE fFFFiFA'rr j FLORIDA BUIIDINU CODE tion Haigh Velocity Hurricone Zone S{tt �` f�'"' 02017 TILTECO,WC, 02017 EASTERN METAL SUPPLY,INC. •j>: �jCjUs BERTHA HVTM A.S.S.A. Accordion Shutter System H.V.t3lA9E#i W/OR W/O LAY.tMt•ovat MADE ' * I TILLiT TESTING & ENGINEERING COMPANY American Shutter Systems w.N DESCRIPTION DATE ORim,on LX. 1 8}55 N.11.5t"Ste.305,NttptiA GARgp11S.11111A S31a Association, Inc. i 0L0 15-085 12711 5- 071z7/t7 ♦� 1{1 Phone:(305)871-1530.Fo..(305)871-1531 4268 Westroods Drive 7 DRAWING NO *. ,� /111 a-mol:f,Haeoceo.cam West Polm Beach, FL 33407 3 17-107 1 {.Ci"' LI WALTER A TILUTNS7 0 P.E. +'! FLOROA Lk.1 44167 5 SHEET P.E. SEI C;/SleflA'i'URE/DATE a 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (f) HV & I& HV+ BLADES AS APPLICABLE MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(1) ONLY SHALL 1-WAIJ.FINISH BE LIMITED TO 105.0 12sf, A.S.D. DESIGN PRESSURE RATING. SEE SHEEI 19 FOR MAX SPAN & T�4�,,.TAPCCRJ OR A.S.D. DE IGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1A) WORKING IN UNISON N WITH ADVANCED 'g 71HREACIFORIA TECHNOLOGY N OR 1/ 0 Tto �n PENETRATION TAPCON TH ADVANCED THREADFORM TECHNOLOGY -T T1HFI9CG"AREA TO T' CXW04G WOOD HEADER. Wooi�fli/LEM SEE SCHEDULE ON SHEET 15) —(DOR g R�,,(PENETRATION OF THREADED AREA TO EXISTING r CIA SEPARATION 10 GLASS(SEE S.S.MACHINE SCHEDULE ON SHEET I (SEE SCHEDULE ON SHEET 15) 1/4 0-20.3/4 1 '2'GC, (DANO— I SCRtWS W/ 11/4'-20 NUTS 11 FOR BLADE OR ON SWEET 19 FOR IALA. EXISTRIG MADES 0)& CLASS--4 (SEE EE �1 TIIF1 04 ADVANCED L( III"M�AREA T G 0"Do HEADER. I SCHEDULE a', IE' SC.' T�2 G' frk" In rc OR FINISH 0 to EXISTING MIN. HEADER*REOUI.REDi OR 2".4*WOOD 1/4'0 TAPCON OR TAPCON WITH ADVANCED HEADER REQUIRED i t THREADFORIA TECHNOLOGYW/ 1 1/2' EXISTING I LOIL SEPARATION lAim,PENETRATION or THREADED AREA to GLASS---I EXISTING WOOD HEADER. HIM SEPARATION TO GLASS 'S(MET CC 'a .ON EXISTING (S SCHEDULE ON SHEET I I 'fSCHEDULF 014 SHEET 15) 11 FOR SLAM d) ---I ON SKEET to Fax GLASS CONT.SILL &AM(D&(G) I It UImo' PLATE REOV (. )HV WALL HEADER INSTALLATION HV WALL SILL INS TAILATION HV WALL HEADER INSIALLATION MIN. SEPARATION TO GLASS I I MIN.SEPARATION TO GLASS EXISTING 1—(SEE SC14EDULE On SHEET IT)— SEE SCHEDULE ON SHEET 11) C's E EXIS —I " SEPARATION TO CLASS 0 2*.r WOOD CONT"(SEE'SCHEDULE 014 SHEET 11) 0.3/4-SS_ SCREWS REO*D�PLATE IP'0-2ox3/4-S'S, USING 1/4'-20 NUTS MACHINE SCREWS W/FI0 12"D.C. WALL 11/4'-20 NUTS 0 12" NISH D.C. OR 18 2.4"CONI�/ • LL EOo WOOD PLATE I'Min, 11 1/4'0 TAPCON OR TAPCON WITH ADVANCED 44 T READFORM TECHNOLOGY W1 1 1/2' EXISTING WOOD HEADER. -0-TAFOON OR TAPCON WITH ADVANCED Mi".PENETRATION Of THREADED AREA TO 1/4 THREADFORM TECHNOLOGY W1 1/2* OR ell TAP OR HM. (SEE SCHEDULE ON SHM 15) TYPICAL Ap'ON'�Z ADVANCED I-SEE SHEET 4 FOR IN—WALL FINISH MTn.PENETRATION OF THREADED AREA INTO PLYWOOD '\� (SEE SCHEDULE ON SHEET 15) EXISTING MIN 21.4 1/2 MIT.C IHAEA12FORM TECHNOLOGY SHUTTER ASSEMBLY Min.PENS 2-MOUNTING SECTIONS CAN BE STUDS® 16' PLYWOOD REO'D. TIf/ OF D.C.L AX� AREA INTO PLYWOOO COMBINED IN Alay WAY To tL-1/2-MIN.COX PLA=D REO'M REWD,PLYWOOD 7 BE WALL FINIS+--\ D DUUE ON SHEET 15) SUIT ANY INSTALLATION. @R. HV WALL 'SILL INSTALLATION EXISTING MIN 2'x4"STUDS 0 16'D.C.MAX. REQ*D. ATTACHED TO MOS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH H'V 2308OFTHE F.B.C. SECTION 2308 OF THE ]ON SEE U AT ON 0 WALL SILL IL MIALMDA F.B.C. @HV WALL SILL INSTALLATION BLADE 11 ON SSHEEF USE or FLORIDA BUILDI CODE Non High Velocity IfUrricane Zone: R A. 02017 TILTECO,INC. 02017 MIERN METAL SUPPLY.INC, ............ BERTHA HVT, % /TiL7 i 7c o-,7c A.S.S.A., Accordion Shutter System KV.RADE#1 W/OR W10 KV.WINDOW MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.N. DESCRIPTION DATE MAY 11 ITYI LC. Association, Inc. I OLD 15-OSS 07/27/17 OXIE. 07/27/17 'a Pit— (J05)871T15!0,Fox t(305)871-15314268 Westrods Drive 2 I-1531 DRAWING No -Mot:V344 QWx— West Palm Beach, FL 33407 3 17-107 411 IN WALTER A TILUT Jr.P.E. 4 FLORIDA U�1 44167 SHEET P.E--;1r0A*t**&'C`K"ATE 6 16 OF 20 END INSTALLATIONS (!) HV BLADE OR tf WINDOW BLADE INTO 2"x4" MIN WOOD STUDS 1i t'MIN..GOP SIUb:RCGT1, 21.0 UW,wDp Zit•NUL �SitiP1 REG'P. woco SPAS. ` .. .~ �.. 1/4•I TMY.GN F , (A5 AP(SKJCAL) f \\ j/ am li 6 O.C. ,.I r, ! wow SIM r RCTruTlox Tin `1 j �\ 05'PLCAatE] ro45N rr,,, 1!1" —rho "'� iG 7n•c� xxnmlG P1ASS F Pt'M000 v Ro f ! I �_y SRA)S DISI. \ �{Il =GiSiuM LtAV"` r- _ DtSN:L ZU+55 _ { !! 1, ei0 G(33S \1\ 7 {4 wt SFPwGttH ttY+t}Co, r ( It ' ,n'1w.Cox. rows fsE '.'AfDtx ar stxr PLYAVW. I/I613•MIX ,It FCA yjrE� rot OASS scRlW{�1 In•Wt.COS �U�{S�E sbcoux al 647.7 fS,YKa9p. soEaAE w sRxT 1 �a (Cb51'f.. CGRL FV4eJ1 fi!1•tAx.0- Opt W BfCT 1Y ttrnu v SI 19171 � 11 FGR 91PE 1D.vG KUU, OSER PL1N'Gda ��`5 b!e7xIT IP Fal ' bl S1EZT 19(ai - '�.1 PwL(Wdm ln• 1 N(R?1 ESAoeSaQa{C fwESf9a!�� t AT 6PRR*C low S4 S, } 1 - µtPSU{9f+Iy.}:1 A'-1• 1 f• Ois AG O 6 10fi.5� -�..- ��J1' f��1-�e1 w.Jpr)q UCegWI //{ E coo ' �GEINL x 0OR, � ' mom+snE w(f�j'' 14& • . < ��^pL'' 5=commcnm SCE eCIA'1 Y FUR .1 OR Cry• TO TPACKS w 0."M(aq,f •(�=0 O.O-as srh caraamwv C3•G(7.6^- 43« SIX cavRxtro .9.o.C�-O•ia.fy •2 -£ti•E3• •Q$^ To1RACXS (.y..487•^�!3•f3- �4"'.£✓•'�-.f7'.�• ro,w«s 1a�$�-i3i•f3.4�9�« �.9'•�^x%•13-�i•�- CG•b•d'ir••Ca:•p•�- ©•J•�•�°j.q•�• Q§f3^33 4,t. (D G -@ t0 t^ f3 f5^b�'�•�fi• Ed^ ds- C3- �/.{g.Ea.�.p.a� 19•�@•e"�•CI-rJ•L3- O.13-Qt•G+-3"tai Q.C•S4.d�.�.L3 O�• ^ END CONNECTION DETAIL 9 END CONNECTION DETAIL C7J E��CONN, CTION DETAIL CS) END CONNECTION DETAIL EOSTR+c •REaLtfO aaY(OQ SD o9 CRG1Ut PUN 11•-0• �Ci/SS 1•N•NVL wW..9, f-ve.,IFCa{AtiCltON4 /!t•1 T#FLOH N4.1 SN,S. snx+s AEG' wl 1 e o w/i,n•u r, bae e. �_Dm"li RiG OUSS^� 'fb+C'IMIialY o r1"O.0 RDiE1PAMN 0 11•G.C. We IW _ � � ♦ SEE U?JjjA-AONS OF USE FOR lex=rlYauasnl _ - t" \1n_ ` rLawa 4 4 BLADE ljA�ON SHEET 19 4"�4«'M7 1919 E6p1!? 4N JI1�« v -._.-.-� r.-_ y�rCgo4 Ic. 2 ^Lt•C�•b-®-S4.13- @GRtLNt-(9-Q5 VIEWy-L.tg^ .LS. PLAN ,L„fl,«iC3•ta-OO•L3- ,Es.�.1�.�-ps.fi. DETAIL X END CONNECTION DETAIL Q! END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone' tit1��4�..••• •• ��r 02017 ALTECO.INC. 02017 EASTERN METAL SUPPLY,INC. _�_ BERTHA H TM r A■ 7w+r7■A■ Accordion Shutter System O INC. kV. BLADE 1 W OR# J W10 H.V.WN7QW BLADE 7t r/1 s TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems EV.R DESORIPTIOA PATE 0___4 ax L.O. ~.�p•; Y �� 6355,LX 36U.St,Sts.SPS.VRO-m PARoms,rlWwA 33161 Association, Inc. i .OLD t5-OBS 7j27jt. oATE: 67 2T/t7 Phans:(3Ps)s7t-163o,ra.:(3os)671-1637 4268 Westroods Qr4ve : o-man;Otasooaateattt West Po)m Beach, FL 33407 3 ORAYSING No C0-OOOS7i8 17-107 WALTER A NWT Ur,P.C. + FLORCA Uc..6 44167 6 SHEET [P.E.,SEALf SIGNATURE/DATE 6 18 OF 20 {�� �,.p��} Ta�}� 1 °' p43�'" "`t,✓ • GENERAL LIAIRATIDNS AND CONDITIONS..,OF USE FOR BERTHA 6)HV RUDE AC( 5TEM WORKING IN T 977 UNISON WITH — 1.VAX ASD.DESIGN PRESSURE RATING:+110,- 110 P.e.1. 2.AtAX.SHUTTETN SPNN;98` 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 0.7;AS WELL AS .� MOUNTONGS M,0.T,U&W ON SHEETS 18&17. � ELY CEIifERAUTES 27 (BOTH Wf �OR��yA,t ARE ALLOWED WITH 1 ��- N— ORI 1 G?2iNnERMA7 ED ItN A SMMET DR OPP�NG LAYOUT.Lt,CASE OF OPPOO CCEAAA�YYYYAOOOUf, MUST BE INCLUDED GNLY AT FJOERIOR ACCESS SIDE OF t 6« CE E. TYP.IA.ENA • • • • • (� ) ,� ,t -j 5.(A)HV WINDOW BLADE Q SHALL ONLY ALLOW A MMIMUM OF S OPENINCS f 0 0 (3'4 HOLES)FOR8 PER BLADE AT SPACINGS SHOWN ON SHEET S. �y MAX:5 WINDOWS t • t • •j Of)ANY 3*0 MEC FOR Qd SHALL DE 2".TOP OR EDGE OF tN WINDOW GLADE Ly ALLOW©AT HV vAi • - I, �� KINDO'1 8LADE 0 (C)FIRS, AT OR LS ADE COMING OUT FROM STARTERS AT ENDS MAY 8E HY WINDOW OLAO£(191 i t • * (D)HY WINDOW BLADE Q MUST BE USED ALTERNATE TO A SOLD HV BLADE tD f a THROUGHOUT SHUTTER'S WIDTH. .o • t • • • s sh"3 " (BLADE R ERNES AL ALWAYS OF THEME INSTALLED ADIACENT TO A SOLID HV I ga SEE END ) ` 11NE INTERIOR POLYCARBONATEIF HY WINDOW THE OPENING�SHALL DIECTED� D 0 4�MUST BETABS CONN€CTION r' • + + • • 4 ONLY INSTALLED AND LOCKED USING A FN SETTING TOOL PR:i BY ASSA. DETAILS ON SHEETS • t >g INC. lO Al to TYP. L3 FULL HEIGHT. f 1 i{ S.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRWE $ d BUILDINGS DINGS ON SHEET 15.AS UMBY SPAN AND DESIGN LOAD(SEE NOTES s P P A✓ 9 1 &z ABOVE). a t`t CONCCRETEE SEE OR CONCUR tETE%oCIKULE WALL FOR INSTALLATIONS 1I 0 l SO u fTTED BY SPAN AND DESIGN LOAD(SEE NOTES I &2 ABOVE). B.MINIMUM SEPARATION TO CLASS SCHEDULE,PER ASTM E-199& �(SE£PLAN FOR REOUIREUWS) D H u,1 iYP TOP&BOTTOM Ay I y,I Oq a � WIND ZONE UIMUUM SEPARATION TO GLASS - ___ED WIDTH i THRU 3 1' ELEVATIONIAN SEPARATION TO CLASS EXISTING GLASS SEE SC}`i:1Hz-E ON sHLLT„FErt En y S fr.25' —_.. A:D GN T,aS 5!6fY FCR ew,s C4& A 11 16 1p \ \ \ I` _� \\ � �V°2 f CO) TYP. SYMMETRI CENTERMAIES tY/2 OR 5 Alto = w/o isE NOTE a asavE) PLAN .LLJ'i TYPICAL In FIV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* ---'"� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1\T1 �'• ..... T/'_' 02017 TILTECO.INC. G'+,$017 EASTERN METAL.SUPPLY,INC. �icl rasF BERTHA FI 1 L E c o a A■S■S.A. Accordion Shutter System H.V.RADE#1 W/OR W/O H.V.WNDDW S ADE TIWT TESTING & ENGINEERING COMPANY American ShUNer Systems ,We GESCRIPION DATE DRAWN BY: L.C. 9s7•�`•.F, 07 6755 H.W.3e h Sty Ata.3G5 tt4Oi A GARDOtS,FtOROA J)10 t� Association, Inc. i OLD 15-085 7f27fi I.5E: 07/77/17 (1 Fncna p(305)871-1530.Fat;(308)871-1531 4268 Vlestroods Dr(VO z R DRAWING No -m a ,I'1 aaa 33407 s tatecasedtom West Palm Heoch, FL "'V�i`•IYAL�„`'� E8-0800719 A 17-107 '-. �'t• WALTER A UT ar.P.C. P.E. SEAL/SIGNATURE/DATE FLGROA U'.!44107 5 SHEET a 19 OF 20 I ' i ., ,jj2 0035.7H GK INSTALLATIONS W fM HV BLADE & HV CENTERMATES 21 X2.000-Mox• Ufn,ASDA A-653 GTLADE IIP M O• VARIES 16n. 0-60 GALV.STEEL 2 Mo.. © 3- 1. METAL BROS AT 16'O.C. S 436 INTO METAL STUD WALLS y,o °" ' ------ 0 6 01 4r-- -'-- 1I2' 3a 114"o NOMINAL d7s' 3 * GENERAL LIM IONS AND CONDITIONS, OF USE ALUMINUM SLEEVE ^� W 1 3/4'.6 1/4.0.035'THICK Urn.1 a3c 435 m f2 .$ F 6063-TS ALLOY CO:t7.OAA.'!.STEEL TRACK CM NEL./0 6.O.C. 0 8 O.C.^ SYSHM INSTAL ON TO METAL T UD WALLS ASTM A-653 GRADE e0 Yin.G-60 'I'--I SEPARATION TO GLASS SCHEULE '•O�" GALVANIZED PASMOO,To 5fUD5 , '' i i } Ise.. WJJ(2)Je.1/Y TEK SCREWS ON EXISTING FINISH 34 1. MAX. A.S.D. DESIGN PRESSURE RATING; +75, - 75 (psf) [f&OR A:EM IUOR FACE ; AS APPLICABLE r 2. MAX. SHUTTER SPAN: 84" WIND ZONE .MINIMUM T SEPARATION d3c LENGTH + 1^ EXISTING CLASS MIN.SEPARATION N al.'' 3. ALLOWED MOUNTING; MS ON THIS SHEET, STM E-1996 TO GLASS (SEE 3CHEDEDULE) 1 d3 S f 4"9-20X3" BOLT 4. ONLY-CENTERMATE 2t WI 24 HV LOCK ARE ALLOWED 1 THRU 3 T" MUST PENETRATE 3c T" WITH 21 ARRANGED A S METRICAL LAYOUT. I USE 0 {2}�35}{6_" LONG, MINIMUM} MUST ALWAYS $E 4 ¢` 1 3/r.6 1/r.0.036'rNICK Us., Exisnec FINISH r INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF X.373' I.QALY,STEEL TFtA.^K CHANNEL. AS APPLICABLE CENTERMATE. °,}Z�• I^ G T y ASTM A-653 GRADE 40 144.O-e0 I i+ • _.i__..l CALVPJiQEO FASTENED TO STUDS N/(2)(16.1/2"TEK SCR lYs Oil d3c dao r — iNTERtOR&tiXlliRtOR FACEO.C. 0 6'O.C. 1/4"0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR 435 l f d"g5, ELCO CBNSTRUCTION : . 1/2' 12 38 CENTERMATE 0APPLICATION WRH BLADE 1 (� PRODUCTS FAB-LOK HQ z6'x l 1/2-.0.032 THICK -'�ii•vAFGEs 6p 6" Q.C. COMPONENTS Uen.ASTU A-653'GRADE 40 .'-2-{A{bk;.. MI. G-60 CATV.STEEL X� '. MS WALLHEADER/SILL INSTALLATION METAL STUDS AT t6"D.C. n. ,;.':X --.EX15ONG FINISH AS APPLICABLE SCALE: 3J8»= i" (TYP.TOP do BOTTOM) - 3J4'x 6 1/...0.035"THICK NIT. STEE K CHMNEL _ LEXIS71NG CLASS - - - - I - "'B'"A-653 GRADE404CDtn.G-60 ,- .t' 1 A i ,t•,-'-.,�-.' � - � • `.•.. '�_ CALVANf2ED FASTENED TO STUDS i'f SYMMETRYCAL ! SYMMETRYCAL r ' W/(2)#'6.1/2'TEK SCREWS ON 43a 43b 430 ; ' I I ) I 1alT+to Gnu snoN VARIES INTERIOR ExiER DR MICE 'CENTERMATES W/.,!' CENTERMATES WI .I (SEE SCHEDULE) Mn.. _ .E�ERIOR ACCESS S SIDE ` 1 ; : iNTERIN ACCESS SIDE :;1it 4 -- ---------------------------- ------ ----- --------------------------- ------ --- -------------- --- --------- - --- ------------ - 6- IN _-_------------ ------ ----------__---_� �_ - _____ -- -- -----_--_-- _ ---- -- - -- _ 24 -- -- - - - --z-- --�_ _ - —� Y _ z) _ _ _ - 42 1 —e -. 2� -2� —^ -.�. 21_ / "'` LOCATED ATj 2 -- ------- --'-- -- ----- - ----- - --- - ----- - - -- ----- - --- -- -- wHEADER/51 ENDS VIEW Y 4 2 3 1/,"(Typ) 6 1J2"(TYPO 7 Min.) 24 6 t/2' SLACK SIDE CONNECTION TO TRACK Y " 1AAX. '>•*.--••---���.333 {Cont.} liYA BLADE S. EI� --LACK DETAIL H YF �VC .- FLORIDA BUILDING CODE Hon High Velocity Hurricane Ione I T AA�PI - !T52077 Td1.1EC0.INC. 02017 EASTERN METAL SUPPLY,INC. ri 10'��� r�s T �--�.� B RTHA HVTM 7I!L IE C 4 �N�. A■ ■ ■A■ Accordion Shutter System - TLV.MAX#1 W/OR W/O H,V.WINDOW aADE ik Ilf�t7 * ; TILLIi TESTING dr ENGINEERING COMPANY American Shutter Systems LY.N OISCRIPTION DATE DRAWN W. LC.rye \ 4555 N.W.SSW,M.,511 SOS,NRI WOMS,T10.SEIA 3315 Association, Inc. I OLD 15-085 7/27/1 OATS: 07/27/17 Phone I(305,)871-1530.Fox:(305)671-1531 4268 Westroads Drive x DRAWING No a-n+[e tdtae01B.cam West Palm Beach, FL 33407 3 �n,1{�'•gq146^t�p`��, ��1 WALTER 1%.0067LUT Jr.P.E. 5 17-17 P.F. SEALr�A E'DATE FLORIDA, /+1167 6 SHEET 5 20 OF 20 " - I