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Log In User Registration Hot Topics Submit Surcharge ' Stats&Facts Publications ; Contact Us BCIS Site Map l Links Search l Florida Product Approval R USER:Publlc User pr rc(O:+ucs 8 'sahc.A¢m Product Approval Menu>Product or Aoollcation Search>Application List>Application Detail • '• "` FL# FL11968-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmetal.Com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. E] Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R4 COI EASTERN METAL SUPPLY.INC. DRAWING 17-098 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17- 095 CERTICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY INC DRAWING 17-096 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY2c INC, DRAWING 17- 094 CERTIFICATION OF INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD12-99 1999 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11968 R4 Eauiv EASTERN METAL SUPPLY,INC. DRAWING 17- 095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Equiv EASTERN METAL SUPPLY,INC, DRAWING 17- 098 LETTER OF EQUIVALENCE SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Eauiv EASTERN METAL SUPPLY,INC DRAWING 17- 096 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Equiv EASTERN METAL SUPPLY2c INC. DRAWING 17-094 LETTER EQUIVALENT BETWEEN SSTD 12-99 AND ASTM E-1996.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 Date Validated 10/28/2017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-094 Limits of Use' Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY2c INC. DRAWING Approved for use outside HVHZ:Yes 17-094 0.040 BERTHA ALUMINUM STORM PANEL.Ddf 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.Max.span is 12'-0"for+25,-25 p.s.f. Evaluation Reports and W-0"for+125,-130 p.s.f.for sections 1,3,4,6,7,8, FL11968 R4 AE EASTERN METAL SUPPLY2c INC. DRAWING 8A,9 and 11.See sheet 10 of installation drawing for other 17-094 PRODUCT EVALUATION REPORT.pdf spans and pressures.Valid only for wind zones 1,2&3 as Created by Independent Third Party:Yes defined by ASTM E-1996. 11968.2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-096 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-096 0.050 BERTHA ALUMINUM STORN PANEL,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.Max,span is 12'-11"for+30,-30 p.s.f. Evaluation Reports and 8'-2"for+75,-80 p.s.f.for mountings without"h" FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING header.See sheet 5 of installation drawing for other spans 17-096 PRODUCT OF EVALUATION REPORT.PDF and pressures.Valid only for wind zones 1,2&3 as defined by Created by Independent Third Party:Yes ASTM E-1996. 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ-Drawing Number 17-095 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-095 24 GAGE GALVANIZE BERTHA STEEL STORM Impact Resistant:Yes PANEL.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile.Max.span is 9'-8"for+30,-40 p.s.f. Created by Independent Third Party:Yes and 7'-2"for+70,-80 p.s.f.for panels mounted without"H" Evaluation Reports header.See sheet 4 of installation drawing for other spans FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING and pressures.Valid only for wind zones 1,2&3 as defined by 17-095 PRODUCT EVALUATION REPORT.PDF ASTM E- Created by Independent Third Party:Yes 11968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm panels retained or not by Drawing Number 17-098 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-098 CLEAR BERTHA STORM PANEL 2.25,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.Max/span is 10'-0"for+28,-28 p.s.f. Evaluation Reports A.S.D.and 4'-0"for+105,-110 p.s.f.A.S.D desgin load.See FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING sheet 3 of installation drawings for other spans and pressures. 17-098 PRODUCT OF EVALUATION REPORT.PDF Valid only for wind zones 1,2&3 as defined by ASTM E-1996. Created by Independent Third Party:Yes Back Next 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: ®� Credit Card Safe GENERAL NOTES: J. STORM PANEL SHOWN ON THIS PRODUCT EVALUAnw DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE W77H THE 2017 (61h EDITION) OF THE FLORIDA BUILDING CODE (8) TO EXIS77NG CONCRETE BLOCK WALL:ASTM C-90 THIS STORM PANEL SYSTEM SHALL ILQL BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DADS/BROWARD COUNTY). -1/4'0 TAPCON ANCHORS MANUFACTURED BY I.T.W. BUILDEX. -1/4'0 X 7/8' CALK-IN ANCHORS OR ELCO MALE& FEMALE "PANELMATE"MANUFACTURED BY POWER FASTENERS, INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. FOR A WIND SPEED AS.REOUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND -1/4"0 X J/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPEC14LTY COMPANY. FOR A DIRECTIONALITY FACTOR Kd-0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017. FBG AND SHALL NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INDIC47ED ON SHEETS 4&5. NOTES:. IN ORDER TO VERIFY THE ABOVE CONDITION, UL77MATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND ELCO PANELMATES INTO THE CONCRETE BLOCK UNIT SHALL BE SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MUL77PLYINC THEM BY 0.6 IN ORDER TO TO C014PARE THESE W/MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 &5. 8.2) 7/8"CALK-IN ANCHORS AND 3/4-.SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK STORM PANEL'S ADEOUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. THE A601V£MEN77ONED CODE AS PER AR REPORT #0130.01-01 AND(0703,01-07, PER IMPACT TESTING EQUIVALENT TO 1/4'0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST, ASTM E-1996 STANDARD&ASTM E 330-02 STANDARD, LIMITED TO INSTALLATIONS WITHIN WIND ZONES 1, 2&3 AS DEFINED AND 1"MINIMUM FOR WALLS WITH NO STUCCO. BY ASTM E-1996 STANDARD. 8.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN 57RUCTURE 2. CLEAR BERTHA STORM PANEL SHALL BE EXTRUDED USING ANY OF THE FOLLOWING POLYCARBONATE SOURCES VITH THEIR BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES IN B.I) &8.2)ABOVE. CORRESPONDING MODEL NUMBER: (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMEN9,4 BONS AND SPECIACATIONS OF THE ANCHORS GENERAL ELECTRIC PLASTICS LEXAN 103 MANUFACTURER. DOWN CHEMICAL CALIBRE 302 V-5 7. PANEL MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLA77ON DETAILS SHOWN ON SEC77ONS 1 THRU 5, SHEET 3 C4VESTR0, LLC. MAKROLON POLYCARBONATE SHEETS OF 5. 8. STORM PANEL SHALL BE REMOVED AFTER THE HURRICANE AND SHALL BE STORED AND PROPERLY MAINTAINED. MINIMUM PROPERTIES FOR ALL OF THE ABOVE POLYCARBONATES ARE AS FOLLOWS: 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO TYPICAL PROPERTIES APPLICABLE STANDARD REFERENCE RESULT BE ATTACHED TO INSURE PROPER ANCHORAGE. PHYSICAL: 10. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN SPECIFIC GRAVITY ASTM D792 1,20 G/CC ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. MECHANICAL LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. TENSILE YIELD STRENGTH ASTM D638 8,700 p.s.;. 11. THE 1NSTALLAI7ON CONTRACTOR IS TO SEAL/CWLK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTAC7 FLEXURAL STRENGTH AT YIELD ASTM D790 IZ500 p.s.i. MIH INE BUILDING TO PREVENT IWAID/RAIN INTRUSION. CAULK AND SEAL SHU77ER TRACKS ALL AROUND FULL LENGTH. FLEXURAL MODULUS ASTM D790 340,000 p.s.i. 72. STORM PANEL INSTALLA77ON SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING IMA - RECULA77ONS PROVIDED BY THE JURISDIC17ON WHERE PERMIT IS APPLIED T0. NOTCHED IZOD ASTM D256 18 FT-Ib/in 1J. (A) THIS PED. PREPARED 8Y THIS ENGINEER/S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC FIRE BURNING CHARACTERISTICS: PROJECT I.E. WHERE THE SITE CONDITIONS DEVIATE FROM THE RED. SMOKE DENSITY ASTM D264J 75 (MAX) (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS RATE OF BURNING ASTM D635 C-1 CLASS(MAX) PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDIDONS DETAILED ON THIS SELF IGNITION. ASTM D1929 650 'F DOCUMENT CONSFRUC77ON SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (C) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS J.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIARON 6063-T6 ALLOY& TEMPER. (D)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R)FOR 774E PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN P.E.D. ENGINEER OF RECORD, AC77NG AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS 50016 W/50 K51 YIELD STRENGTH AND 90 KS! TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE LATTER THE SITE SPECIAL DRAWINGS FOR REVIEW. SECTION 2411.3.3.4: (£) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD 5. BOLTS TO BE ASTM A 307, GALVANIZED OR A151 304 SERIES STAINLESS STEEL, W17H 36 KSI MIN. YIELD STRENGTH. THAT PREPARED lL 6. ANCHORS TO WALL SHALL BE AS FOLLOWS:SEE SHEET 2 OF 5 FOR APPLICATIONS (A) 70 EXISTING POURED CONCRETE:MIN F'C-3 KSl -1/4"0 TAPCON ANCHORS MANUFACTURED BY 1.T.W. BUILDEX THIS DRAWING SHALL ONLY BE USED TO C -1/4'0 X 7/8" LK-IN ANCHORS OR ELCO MALE& FEMALE PANELMATE'MANUFACTURED BY POWERS FASTENERS, INC L�ptL744 �yry>r OBTAIN PERMITS IN THE STATE OF FLORIDA -/D 0CX 3/4 SAALLL POINTS SOUDT SET ANCHORS AS 0157RIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. '"%I�, ��A"'^�T� JCENSF .,.9, NOTES FLORIDA BUILDING CODE (Non High Velocity HU cane Zone) A I)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS ! 3/4"AND FOR ELCO PAN£LMAlES IS 1 J/4' � "• N� � _ i 7 MMCO Nc CLEAR RHA STORM PANEL DPA"e7: A2)7/8"CALK-IN ANCHORS AND 314"SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED.INTO THE POURED CONCRETE: '* 225`DEEP) NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 4 7/4"0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST AND I-A41NIMUM FOR WALLS L� F ? �+ EASTERN METAL INC 0712/17 ATr WITH NO STUCCO. / l7fIdR1 � L E C Q INe. 1268 wFTAL SUPPLY, A.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, +FS _ nNC Q£NO/NECK/NO COLPANY WEST PAW Ra4DS RIW . yr'.s/ 7n�x sams sawn.oucoa,n mrm 17-098 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS ONA P!I :(.mT)mr-rsfo.7e.,.f.7�en-rasr murm. nv ara mr un. ORAWINC No INDICATED ON NOTES A.1)&A.2)ABOVE. LE-o0067ts WATER A RiL/T Jr.P.E. r -mrsas oi/M 7~ FLOPoaLie. N/67 a car anon _. SHEET 1 OF 9 ----9.120' CONCRCW ANCHORS(Sff SCHEDULE) •'3- 12.000-- r--- 6.000•- -jPA.I --1.500-- 4.600'--------=1.500'- -4.500 1.500' F1.500- 4.500 1500' 7-1TJ::j Fj -71 -17f:� AS AM.(W o 11,11 IT 11.11 11m -0.100ll 10%TOLERANCE L2.125" L J.875' Z 125* J.676 01 BLEAR PANEL fA) HALF CLEAR PANEL n 27.120'---------- 24.000' Z120------- 24.000" r-1.500' ----4.500'- 1-100" 500. 1.500,-4.500, 1.500' I 4.500'1.000'-1 '-STORM PAM TYPICAL ELEVATION N.T.S. 2.125" 3.875' 2.125' 3.875" 114'Nm GAP 1A,m-CAP-,2.125' 3.875'--- DOUBLE WIDE CLEAR PANEL SW A-A + J74p -6. iiA�Nq '09, i sm 7m. .150 N, 2.000' L�-10001 At- • -7 3" ANGLE BUILD OUT B.O. OF- TRACK ANGLEj-�LAIW BRA "E" TRA 05 REVERSED "E" ANGLE MINI WALL 1.75 DETAIL 1. =Owav-� jRACK ANGLE WITH S ftART""V .125, 623 ...W-WPONENTS " 2 m 318" e se 3 0 12'ac. ti, '&RIDA BUILDING CODE (Non High Velocity Hu an& Zone)l No.44'1 `aeon 7xmv.sic. CLEAR BE THA STORM PANEL DRAWN Br (2.25'DEEP) LC ir opnoAx 0 07/16/17 6R L EC EASTERN METAL SUPPLY, INC aATr (2) 4) KEY HOLE AT PA 09 KEY HOLE WA - ------- - 4269 WM ROAM DRW ANGLE WITH STUD 310-MW A-AU.Cr • Z4j%'=?1XO&CNOINCERING coupmr WfSr PALM 81ACh n.JN07 17-098 .......... �:(- -,=. ( W- DRAWING He .......... 5m= 006779 WALTERA WALTrJ1.P.E. 1 FLPJN U.uff 1 44 67 SHifT 2 OF 5 O 31CAL/(-INS 0"ELCO TEXTRON V@ Cont. O EVERY 0 PANELMATE* W/O t a-20 \ N POWERS STENT S !!W/BWLDIX TAPCONS POWERS FASTENING ERS FASTENING TG C4L S OR POWERS FASTENING 01LK-7H5 72'0.C.STAGGERED SIDEWALK1114 BOLT ORO W/((d CALK-1NSOR£LC'0 POWERS FASTENING CALK-INS--- OR ELCO TEXTRON PAIVELU47E 10 ANCHORS W/114'P-TOIRUSSHFAO BOLT- OR TEXTRON PANELAIAIE \ (SEE SCHEDULE FOR SPACING). f.0. (SEE SCHEDULE FOR SPACING). B75' (SE£SCHEDULE FOR SPACING).- (SEE SCHEDULE fO \ n E D. \' SPACING. POURED_ i• 111• 2 Cant. CONCRETE I I I \ .500' REQUIRED\\ \ \ ` POURED POURED E D. E A \ CONCRETE-. \ E.D. j 4 CONCRETE BOL"W1 718. POURED 11410-20�J/4'\\ \\\ I \\\\\ \\\ R U \\ J/J2'WING NUT 11410-20 x / 1'LGa I \\ O I2'o.a S7/B x%J2 (•y� SEPAPA710N WING NUT SEPARATION YOx. 70 EXISRNG 1'M.n. O 12'O.c. TO Dasm" PANEL LENGTH GLASS Yar. SEPARANON I GLASS (SEE SCHEME) PANEL LEM1G71l TO GLASSING �— 7 (SEE SCHEME) CUSS t / PANEL LENGM 114-0-20 x i" I --�� I �1 l TDp�G (SEE SCHEDULE) S.S M.I W/ I I uan 7/8'x J/ST" // / \ �\ \\ PANEL CEMGTII 7/0' W7NC NUT Ate, (SEE SCHEDULE,) O 1T'o.c• I LDNCRE7F� / I u.� CONCRETE I SONG OR CONCRETE OR CONCRETE C. 1/ib-20 BLOCK WALL E.D. { BLOCK WALL BOLTS W/ {j REQUIRED REOU/Rf0 J/32•WING NUT CONCRETE E D. I I O 172 * ! ALTERNATE I 7 Ont. OR CONCRETE LEG 4OC417ou 1.00p' BLOCK WALL REQUIRED \ - CAL/(-INS OR ELCO 7EXTAON ( RYT/BUl1DEX MONS, • ,500' PoNFRS FASTENNG \ PANELMATE OrZ"W/1 f a-20 Clvx-INSOR ELCO�\ 1.000 ; POURED 17.000' CALK-/NS� SIDEWALK BOLT OR 0�8 W/ / TEXTRON PANELYATE CONCRETE \ (SEE SCHEDULE FOR SPACING) '; Cont. (SEESCHEDULE FORHC>NG).EAD BOLT+ (SEE SCHEDULE \ 2 Cont. I I� REQUIRED E D. FOR SPACING)' RW/BUILDEX iAPCONS OR I E 0. POWERS FAS7EN/N'G CALK- WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION (D. Al. RTS ,� (SEE SCHEDULE f0R SPACING. SECTION 1 SECTION 2 BUILD OUT INSTALLATION CEILING & FLMOUNTING /NSTALLAT/ON SECTION 3 SECTION 4 RW/BWLDIX TAPCONS OR IAF--E D.— POWERS FASTENING CALK-INS I POURED CONCRETE (SEE SCHEDULE FOR SPACING). `\�I I \ \ N REOULR£D L-1•—I Cont$ 7/9'0-10 r 1'S M.S W/ M�� 7/B•r J/J2'EYING NUT O 7T'o.c. I 1 SIDE WALK B:A-2 ?/9 axJ/J27H/CK .,,,,�P��.??�.^C"n�"I•;�� _ HEAD MACHIN W TN NOIf FOR COMBINATION Of SECTIONS.: J,NGI9i _' NC 1'MINIMUM yy.. AS PER NOTEB.2(SHEET 1) SEPARATION TO PANEL LENGIN WALL/FLOOR/CETLINC MOUNRNC SECTIONS GW BE � � Na.44167 '• IXA7MC GLASS 1 (SEE SCNIDULE) TRL/55 HEAD E l/2-0x7 8TH/CK COMBINED IN ANY WAY TO SUIT ANY INSTALLATION L NfAD MACHW �ASPERNO7f &2(SHEET SS LE S. W 'V 7/6 r J/.TUT� 12-.. 2 W N e 1Z"o.c. I 1 'I E O.- £OCE DISTANCE �'FS• G'`,�`, (SE£SCHEDULE ON I I SHEET f OF 5) ALTERNATE TEG LOG1na POURED.CONCRETE / FLORIDA. BUILDING CODE (Non Nigh VeiocIfy Hurricane Zone) REOU1RED -1.,.i I' INSTALLATION DETAILS ozoi]miFrD,.6vc. - CLEAR BERTHA SXORM PANEL LNE1µN Ei1Y ITW/BUILDEX TAPCONS oR 1�1 i SCALE: 3/8"..-- 1"� - 2.25'DEEP � L.C. FASTENING CALK-INS /I— E D. (SLE SCHEDULE FOR SPACING): £D' - �� 07/26117 CEILING & FLOOR MOUNTING INSTALLATION f26B WEST RLN I�E C O ,pe. EASTERN METAL SUPP INC DATE , DRIVE 77LLlT TESTING a ENOlNEERINO COMPANY µg57 PAW BFAGL R JJ407 17-098 SECTIONS nocra aa®Ols n urw ,m.:ryw}v1-ralr ORAW7NG No E8-LNA067/9 na WALTn7 A 711LlT Ji.P.E m rs.ors m/jyrr rr SHM 3.OT 3 RMEOA Lie. M167 MAXIMUM A.S.D. DESIGN PRESSURE RATING (P.s.f.) WITH CORRESPONDING MAXIMUM PANEL LENGTH "L" (Ft.) AND CONCRCIE CORRESPONDING ANCHOR SPACING "S" (in.) SCHEDULE / POR OUCONCHETE H RED WALL REQUIRED. FOR INSTALLATIONS IN CONCRETE, CONCRETE BLOCK AND VARIES 11 cur PANEL , 2 OR OR WOOD FRAME STRUCTURES * 1'= / I, J M 2 .CONCRETE ANCHORS OR OR OOR O Lmmm A^.D. Mm.:PAI/F1 1F/JGIN ANClfORS SPACMG5 'S'�(in.)f� �0 12'.p.C: OE9GH 1(R•)�. SEC110NS 2 J...3 JJ POURED CONCRETE PRESSURE -ODJ'CLFNI LEM ��N 4(B"TOM) (TOP'Wr2%M).& g'SCO ON 4('(J0P) OR CONCRETE BLOCK f RARND(psJ.) sTORu PANEL sEC1pN f(BOr ou) -r1 WALL REQUIRED.. , 2'x4•x.ras' T" +28.0, -28.0 10'-D' 7• 12' 12• 3105-HN 0R isOD' S 8063-76 ALLOY \\\ �'S Cont Alum.ANGLE. / Win• L 7 +28.0. -30.0 9'-8' 7' 12' 12' / VARIES N +30.0, -35.0. a'-if' 7- 12- 12' CASE A (Plan) 2 Mar. +35.0, -40.0 8'-4' 7' 12' 12' _ 4'r 4'x.072' POURED CONCRETE Max. 3105-NT4 OR OR CONCRETE BLOCK /<'p BOLT 6063-T6 ALLOY +40.0. -45.0 T-11' 7- 12' 12' WALL RfOUIREO. / a 24.0.a Cont.ANm.ANGLE. 2500' . W/JACKNUr +45.0, -50.0 7'-6• 7- 12' 12' CONCRETE ANCHORS'' I Alb,n250D QT 'CASE B (Plan) - D /2' +50,0, -55.0 T'-Z' 7" 12' 72' \ \ +55.0, -60.0 6'-10' 7' (2' 12' Imo LAL7fRNA7E LEG LO,477ON POURED CONCRETE' ONCRETE BLOCK +60.0, -65.0 6'-7• 7' 12' 12' 2'x 2'x O55"TO OR CWAIL AEOUIRED. 2•x 5'..055•Conti TA•n. Nam,ANGLE OR •1„5x +65.0. -70.0 6'-3' 7' 12' 12' .060'3105-HI54 SHEET METAL Alum. BENT PLATE ti +70.0, -75.0 5'-10" 7' 12' 12' I ] = +75.0, -80.0 5'-6' 7' 12' 12' K B.O.DISTANCE � ,01 +80.0, -85.0 5'-2" 7• 12' 12' SSE C (Plan) +850, -90.0 4'-11' 7• 12' 12' +90.0, -95:0 d'-B' 7• 12' 12' 2'+3'x.093• ,t. H-/4 OR O� WITH-rs ALLOY cone. .ANc1F 0.c .CASE E (Elan) WITH:ANCHORS A 12'O.C. +950, -100.0 4'-5• 7' 12' 12' 1' SCALE. 1/4'- I' -f +100.0, -105.0 4'-2' 7- 12• 12' I 2.1/4'GAP 1.000' A - +10501 -1,DO '�°' '' ia' 12• BLOCK END CLOSURES DETAILS • GCONCRETE OR OOCRLOLK OR CINJET£ •.Min. PANEL LENGTH IS X-0" - WALL REQUIRED. SCALE: 1/4"" 7 ANCHORS'LFCENO I / MAK/MUM ANCHOR-SPACINGS-ARE.VAUO FOR ' CNOR i 3 1/2'EDGE DISTANCE FOR E D.CESS THAN TYPE-ANCHORSS O.HOR MUGAPLYING SPACINGREDUCEHOR SHOWNAOAF SCHEDULE BY TAPCON/ CASE .D THE rOUOW/NC FACTORS, (NOTE Min. PANELANTES J•O' ll� ..... E U.FOR CALK-TN ANCHORS IS 2 112'). ,1� Qy.-••`'f�C flTw FOR THIS OPER4770N TO BE POSIBLE REDUCED CALK-INT 2.5' ''�, 3 vVc���•••'{• 5 SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR N,4 _ FLORIDA BUILDING CODE (Non High. Veiociiy Hurricane Zona) EACH,ANCHOR TYPE AT ANCHORS:LECEND. `; .441V : D2017 muco ac: CLEAR ER NA STORM PANEL. DRAYAV ar. ,y_ .. *. DEEP) L..6 ACTUE M AL D. TAPCON/. / E Of ... 07/26/17 PANEIMATES CALK-IN d •nLORlOP J EASTERN METAL SUPPLY, INC DATE �� J' .86 .75 Fs 11LIEL ECO-�N�. 42M WEST Rolm OR4f S�O(YAi.�� sP1tYrc Mm,T's'+eDm.WllG1 ENGINEERING �r wcsT aALM BEACH.FL 5-5407 17-098 (.TmJxTr-ivr DRAWING Na 2' .50 - CB-0006719 .. WALTER A TIl1I1 Jn..P.E , m rs-ws, 1 ,- SHEET 4 OF 5 ' RORIOA-I. 44187 t 4 F1410-20 ELCO mala/lemofe W�i1� -4'x 8'(Mn.))EA75DNG WOOD HEADER WOOD HEADER PANECMA7E O G'me W/ W000 BEAM AEDU7RED. REQUIRED. �REOU/RED. 1 718-Min.PENETRA77DN OR `R UrFQ/REO. / 1 'r--� STRUCNRAL ROOD SE /14 SS HIX WASHER 1/40-TO ELCO male/femoln OF EX157/NG W000 OEAAI HEAD WOOD SCREWS W/ PANELA44TE O B'me IV/ TO ITE CERDnEO OY 1/40-20 ELCO mafe/Inma/e PANELMATE 1 1/2'Min.PENETRATION O 6•o.c. 1 7/8"Mfn,PENETRA770M OR / REGISTERED ENGINEER / O 12'me.W/1 7/8'Mfi.PENETRATION. 114 S.S.NIX WASHER OR ARCNRECT PRAOR j 6 Cont. NEAR WOOD SCREWS W/ J14 x 1 3/4'SS HEX WASHER TO SHUTTER INSTALlA710N. r 1/2'Mfg PENEM77ON O 6•m. HEAD WOOD SCREWS W%f'1/2'UN PENETNATION O 6'me. 7/8'r 3/52'WING 2.000 2,000 -NUT O EVERY STUD O 2:000 l Aan. I MI, 12,TO l0. C'STA GERED (Mln.` -2 DOI, L JT I ®oR s I Cont, I f/40-20 x T/4' BOLTS W/7/8'x ; I-, BOLTS W/7/e'x ; I I 3/J2'WING NIST 3/31"WING NUT 1"Min. 1'MiA: O 12'o.a O 72'o.c. L-SCPAP477ON I (,_SEPARATION_. i 1 TO EMS77NOAlar. TO EXISMG GLASS I PANEL.LENGTH CLASS 1'Mfn. (SEE NOTES BELOW) { 1 SEPARARON TO EXISTING 1,�- --jt- � _Jy_ i _,,_ CLASS i -7 -- .J...._ 7Max. 'M.'n. PANEL LENGTH —' WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION jSEPARATION f I ! ALTERNATIVE 2 ALTERNATIVE 4 TO EXISTING (SFE M1rnes BELow) GLASS II I ---I— SEPARTON 70ENc1/40-20 r 1' GLASSi 1/40-20 x J/4' S.S. sw BOLTS w/7/e'x , 7/B'MJ/J2/ 1 1 1/410-20 x 3/4" 3/32'INNG NUT � IV/NG NUT I f/oro-zo Etco mora/G mole PANELAsaiE o 12' A. I BOLTS w/7/e'x a rz'o.o. I 3132'WWG NUT 2'r 6'WOOD 1 Ep711R£D. O 12'o.e W/1 718'Mfn,PENETRA71011 T r ®12'me. 1 ,@ DECK REQU7RED ®OR$ 1� AT UIDWIDTH OF PLATE. I M (NO FINISH ALLOWED) 'Cant. I II 2' 4 J Cbnt. 7'x 47 I D Ep, 1140-20 ELCO malas/lama/aRiATE ? - I PANELMATE D.B'me W UL\R 11410-20 ELCO m le/e o/e 8f 4 x t J/4'SS.HIX WASHER 7 ` 1 718 Mfn.PENEZAA11ON OR ' ` P4NaW7E®6'o,c W 14 S.S.HEX WASHER I \"\ 114 HEAD WOOD SCREWS e, f/T•Mfn. i HEAD W000 SCREWS W/ f 4 U,: I WASHER OR PENETRATION O B'o.c. 1 112 Min,PENETRATION-0 6'o.c III �I4 SS HIX WASiIFR WALL MOUNTING (D. M.) �11 O M/DW/DTH OF PLAlE 1,11 WDOD SCREWS W01AD MtnPENEIRAW/ O 6'IV i O MIDWIDTH OF PLATE CEILING & FLOOR MOUNTING INSTALLATION ALTERNAT f !�... ALTERNATIVE 6 WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION ALTERNATIVE 3 ALTERNATIVE 5 NOTE FOR COMBINA770M OF SECTION: WALL MOUNTING SEC77ONS CAN BE COMBINED INSTALLA TION DETAILS ON EXISTING STING WOOD BUILDINGS IN ANY WAY TO SUIT ANY INSTALLATION. - �y SCALE.•,, NOTES: A'y�f JCEN$F':,� FLORIDA BUILDING.CODE (Non Nigh Velocity Hurricane Zone) I: INSTA"770N ARE ONLY VALID FOR MAX.A.S.D. DESIGN PRESSURE � No. g418T � oz6n nrrccp,INC. CLEAR' BERTHA STORM _AN_ C DRAWN s,: LENG7AND PANELS ��. *,: L.c.: LENGTHS AS PER SCHEDULE SHOWN ON SHEETS-4 OF 5. 2.25'DEEP) 1f7 2. FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE "" OP ,J• C /� EASTERN METAL SUPPLY, INC DATE SOUTHERN PINE No. $ W SPECIRC DENSITY OF 0.55 OR EQUAL. G��y) ' G C V 1 NC / 1 � OR40. . 4266 WEst ROA�sAM. ORNE TESf7NG d ENGINEERING COMPANY *EST BUGL fi.1.5407 17-098 V IA Y w.sse�.xu.s r..mx' ru woeia rt anoe ��! qv,.,:(1wJan-18W.rnr:rymvn-lBlf 07d1WWC He EB-077 IT WALTER A:TILLI7 44 67 ' SHEET 9.OF 3 FLORIDA JI '44187 x k` P 'ng, •�J.:-.�tr j,.S� �psr',. ir����`S`#����i.P ht�hk T A �j���yM1 I�� £� ' k.i G. �Y� 9C[s Home. t.og M' 1 User Registration i. Hot Topics Submit Surcharge Stats&Facts Publicallons contact U'' Reis Site Map links Search ISN Product-Approval 1: I -.x�.USER:Public User Sa�. - Pn+duat Annmval Menu:>Product gr An ilcutiorrSPanh>MobbiionI lit:,Application Detail FL* FL389-119 Application Type Revision Code version 2017 Application Status Approved - Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.cam Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative- Address/Phone/Email Quality Assurance Representative' - Address/Phone/Email Category Shutters Subcategory' Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer, is 1 Evaluation Report—Hardcopy Received Florida Englneer;orArchitect Name who developed Waiter A..Tillit,Jr.P.E. the.Evaluation Report Florida License PE-44167 Quality Assurance,Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. h.'1'Validation Checklist Hardcopy Received Certificate of Independence :9�r? LA�1f f�1c Si9tiTTF ;`Y lAAS8C1t' 1=-DRMINf4 1Z-1QZ— �3Tlfi��QF�tNtJt pElYi F�,9i1ri R9 CSI d1M��(C11N H iYi R �j�i5 Aee�f::: iNC:s �R WIN y7-IOt'i cKRIIFif`ATIQN fir IND P N�f2 ,,�(1)p N-. Pt�b39-R9 Ct11 AMEit ..17-t�ti r RTiFtc�+r�rM E� AMUC.EM ReferencedStandard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E7330 2002 TAS 201,202,203 1994 Equivalence of'Product Standards Certified.By Sections from;the Code Product Approval Method Method1 Option D Date Submitted: 09/18/2017 Date:Validated` 10/18/2017 Date Pending FBC,Approval 10/19/2017 Date Approved 12/,12/2017 Summa -:of Products FL# Modelr.;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'1 i.HVHZ:'No: a ifAMPRIC N; i 1111 i PR YStPM� @RAWIN 4 7= Approved for use-outside HVHZ:Yes 4-0; ILIA Illy.6=9QjC1N SH 't�FR SY t M.PQ) Impact Resistant:Yes Verified By:-.American Test Lab of South Florida Inc. Design Pressure:N/A Created by IndependentThird Party:Yes Other Large Missile Level"D'.Max span is 12'-3",for40 psf Evaluation Reparts positive ASD load and 13'-0"for 35 psf.negative A5D load the Fi 388 R9 1lF AMFRt(7AAi S1ItfTPE F1 SvSi Fh1S f�� HV3'blade w/o-window blade,5'-2,"for 110.psf ASD load For IOR Rt7C1ut T PVAI UA InN RI Pt3RT,PDF HV3 biade w/o;wlndow blade and;W-11"For 62 psf,,9'-11"for Created byindependentThird Party:Yes 55 psf HV3'blade.w/window blade working in unlson,Max:span for HV3 bladew/o^window blade;for Installations Into Metal Stud:walls is 79"Formax,ASD pressure rating of+72,72 and 84"for+64,-64 psf:See sheet 5:For other spans and ASD pressures. 389:2 " Bert a HV Accordion Shutter Blade Extruded aluminum interlocking blades retained by flacks{top 1 Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of-Use., In"116,tlon,Instructions Approved for use in,.HVHZ:No ELM 13r1 II AMFRit AN`51: 1TT.11 SYSTFh. Approved for use outside HVHZ*Yes ti tSRAWtNG 17.107' AFRTHA HV ACCORDJ0N 5Wt TT Impact Resistant Yes SiY IE RIME Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D",Max,Span is 161-0"for 30 Created by Independent Third Party:Yes ps:f negative ASD load depending on centermates and locking Evaluation Reports rod conflguraton for the H1F1 blade,8'-0'°for+64,-72 p;s.f. F1369 Rfl All AM R1CAN SM TT R A S.11 load for HV blade for Keystone mountings 7-0"p.s:f. INC: DRAWING 17-107 PRODU I OF BWA16IM for metals stud;mountings and 8'.-0"for 110 p.s.f,for HV1A aE p�RT,PDE working in unison.See sheets 7".1-i and 20 respectively of Created by Independent Third Party:Yes installation dravrings for othe.rSpa ns-and;pressures; . 389:3Bertha 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 Fi 8g3-+1 R tt Ah1ER; T�FR�YLF4�t ASet�C tN Approved for use outside HVHZ:Yes lyf x? 10P IAPRTtiA HV 1CCi1RDtON Sti �TEft Impact Resistant:Yes M 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 Created t t by Independenhird Party:Yes for Blade i and 18 0"for Blade 2.See."schedules on sheet 12, Evaluation Reports 25 and 28,re9pectively FP4RYt"R2 AF AM R]CA t sdu R S ARSfaC:.INC: bRAMNG":17-106 PROCaUCT'-VALUATION-REMt1T:PDR Created by Independent Third Party:Yes ttni;ic -4-7 contact Us::-26o1.81ak-Stone Road,TallahasseeFl.32399 Phone:850-487.1824 The State of Florida is an ANEC-O.employer.Copyright 2007-2013 State of Florida,:'Privacy Statement-::Accessibility Statement Refund Statement Under Florida law,email adoresses'are public records.If you do not want your e-mail address released Inresponse to a public-records request',do not send electronic mail to ffits entity,--Instead,contact the office by phone or by traditional mail.if.you have anyquestioos,please contact 850.487.1395.-Pursuant to,section 455.275(Y), Flodda Statutes,effective October 1.,2012,;licensees licensed under Chapter 455,.F.S.must provide the Department With an:emaii address if they have one.The emails provided may bd`useb for official communleadon with the licensee.:Howewremail addresses are public record.If you do not wish-to suppiya personal address,please provide the Department wAhlan emall address which can be"made avallable:to:the public To determine if you are a ilcensoe under Chapter 455,FS.,please click&M. Product Approval At��cejptsr . t`RE GENERAL NOTES: 1, BERTHA N.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT Be INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE T,� DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL. (ABLE OF, :CONTENTS Be INSTALLED WITH A DIRECTIONAUTY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(&S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHELI'S 11 THRU 15. 19&20, INORDER 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_n 8e Q� BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20, GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR WAND LOADS WAS j{{)j USED IN THEIR SYSTEM COMPONENTS 1-20 SN:Er 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 N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL.SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL. -HV BLADE S 80214.01-03.80715.01-03,81004.01-05,#1214.01-05,80317.02-06,80609.01-10 AND 80210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 E(t AND HV WINDPX BLADE-.� AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1, 2&3)&81220.01-10 AS PER TAS 201,-203&203 PROTOCOLS LARGE MISSILE. HERE ApPLI. ABLE) -HV WINDOW BLADE H&80505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND 8.0725.01-88 AS PER TAS 202 PROTOCOL, TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.KV BLADE(D AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT.CONNECTION TO TRACKS SHALL BE 814x2.75"AND 8144.75"RESPECTIVELY, 416-HT MINIMUM SERIES CENTERMATE R HV SHEET B STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTHAND 180 ke1 TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTETERALTERNATINGG DETAILS FIV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKINO 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 kei AND 35,7 ksi FOR MAXIMUM CONNECTION'DETAILS 1^6, CONCRE'T'E/BLOCK SHEET 10 SPAN TABLES SHEET 17 6005-75 ALLOY: ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12. 5.ALL SCREWS TO BE STANLESS STEEL 304 OR 316 RSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 VAIN 50 ksT MN.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& BLOCK SHEET 14 6,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 15 7.SEE THE FOLLOWING'SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE n 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE a&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETRLS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X,WOOD SHEET IS 8. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 86'779,562.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 85'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. W BI 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 BLADE CTAS ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WAND/RAN 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 HV AND HD W BLADE(T)ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LUCKS. AREA 4: FIV WINDOW IT.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 WAILS SHEET 20 PLACED FOR I:YERY OPENING,LABEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE- 1Z..BERTHA N.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED,IN,THIS DRAWING PLUS ANY BUILDING AND ZONING,REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.LO.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT-CONSTRUCTION SAM AT SITE IS THE CONTRACTOR'S.RESPONSISIUM OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.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.R.)FOR THE PROJECT AND VMO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS,A TTELEGATED-:ENGINEER TO THE P.ED-ENGINEER SHALL.SUBMIT TO THIS.LITTER THE SITE SPECIFIC DRAWINGSFOR REVIEW. (e)ORIGINAL P.ED.SHALL-SEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL.ENGINEER OF RECORD"T PREPARED T. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone LiTYiV.•yt ,• • �r+�� 02017 RLTECO,INC. 02017EASTERN NATAL SUPPLY, INC. BE RTHA RV w Z70E-C hA Accordion Shutter System �� 0 iimc. . ■ ■ RV. MADE#1 W/OR W/0 H.V. WNDW 9ADE dPl ,jY;./ i TiL1.iT TESTING & ENGINEERING COMPANY AtT'i6t'ICffit SFLUff@t' SYBtetit3DESCRIPTION we mwu Err: Le. T ur r Association, Inc: I o10 ,s-oss 7/v/1 a,Te: o7/z7/77 �� e33s NW.J6th.06L.Ste.1 1.FMA cnR001R•ncaeM 3s1s 4268 Westroads Drive 2 Phe..;(105)a77 I:Ot .Eox:(30sj67L-7331 DRAWING No �U � a-naa:L;uernoaa,wm West Palm'Bench', FL 33407 s �7107 tG.�14s E8-0006719 4 .SSlpNAi (�jYj1TL WALTER A 0067 Jr.P.E. FLORDA Uc.1 44167 5 SHEET P.T.!tt�ST�NA'fURE/DATE 6 t OF: 4 a, MR Wo"BLADE VAR;ES 1 . X. g r.— 1-991, TAr Moz. 0 ..Do I A i5l_l_ 4.371 THV SOLID BLADE _HV 9_O*1180' STARTER (�)�HV UNIVERSAL FLOATER OUAL)FIED�OR USE W1 COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ HV BLADE(D V DIRECT M0 KV BLADE I (R,HV WINDOW BLADE 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ IV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 BLADEQ TEMPER 37Y_524•- 6063-TS ALLOY AND TEMPER 3 1,510 2.670^ DOW 1 .670" Z226. 72 ry po 842 2 Z2 4.B97_ 2 HY ADJ. ADAPTER W/LIP -112 a. 2" QUALIFIED FOR USE W1 HV H V WALK—OVER TRACK .920 BLADE(D QUALIFIED FOR USE W/ HV (-9)HV TRENCH TRACK 3.7W 6063-T6 ALLOY BLADE(4 QUALIFIED FOR USE W/ HV �HV ADJ� FLOOR TRACK AND TEMPER QUALIFIED FOR USE W1 HV 6063-T6 ALLOY TEMPER BLADE 0 ONLY. (11� HV RAINGUARD 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/ Hv BLADE 6063-T6 ALLOY ATD TEMPER VAMES BLADE 1. 1.915" VARIES 1.936" 6063-T6 ALLOY A 0 TEMPER ov. .060* 670 1 .060* 9 p1 _70 lzav • 21 670 3.529* 1 1. 1670, HV CEILING.HEADE Cl� HV HEADERISILL 3) HD CEILING HEADER/SILL QUALIFIED FOR USE W� HV BLADEWONLY (U-4 HID WALL ADS SILL 0011FIED FOR USE W/ HV BLADE( ONLY, 6063-T6 QUALIFIED FOR USE W/ HV BLADE0 SEE SECTIONS FOR VAUDITY SEE SECTIONS FOR VALIDITY. QUAMED FOR USE 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(DONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A TI 12 x y t I EXER YjMK t 2- 2' OA26" .3- 3- 0.090" 3, 5-MIX. 1/8- 1/-- E�w 08 S'MAX. 0.192' 0.192' SIDE ANGLES7'VAX. 0.190 — (E01 CORNER-POSTS QUALIFIED FOR USE W1 HV ALUMINUM ANGLES 109 QUALIFIED FOR USE W/ HV BLADE(j) QUALIFIED FO USE W/ HV BLADE(D - 6663-T6 ALLOY AND TEMPER BLADE 1 ONLY. t 2* 5*MAX. 0.139"10.131* 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER IIFLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) A. 02017 TILTECO.INC. 0.2017 EASTERN.METAL SUPPLY, INC. ............ BERTHA HVDA Accordion Shutter System A.S.SAIIIIII a"#1 W/,CR W/D KV. WINEOW RfiM Ambrieen Shutter Systems ICY.N. DESCWTICH DAn ORMN BY-. LC. J1 ILLIT TESTING & ENGINEERING COMPANY V Assoclaflon;I Inc. I OLD 15-085 D7/27/17 DATE: 07/27/17 M5 N.W.ism SL'Sw,305.WAN.GARDENS,FLORIN M,64 4268 Westroods Drive 2 ph� P05)871-1530.F..,(305)871-1531 -DRAWING No West Poim Beach, FL 33407 .4, ORION -00067is —107 ..... .... 4 Es 17 WALTER�TZLLIT J,P.E. zo FLORIDA Lk.#44167 5 p &VN�E'�DATE 6 2 OF 28 .4 2 293" 1'1',A N:w/' iMRFAD£Q Noust HG ENAMEL `3.1. 134" Sf4T..4Q- 2.7$.3' C S;S.M.S. HARED PNNTE.O THREADED WE GIST a0 �b (2 TTP.) o� HOUSING ENAMEL //�a0• I ' •' Oh , •. m ti 3\9 v o m1 BAXED PANTED L• o� 6 { m by• n,� GROSS TURN Q 062_ 1.325 et°ti 1 1 _.._.._.._£. .316" G3L✓ _ y� . 6RA5S CYLINDER � ORASS CYLINDER 0 •^a!P.P,7 1 CJ al PLATED)(CHROME (CHROME PLATEN) 21 HY CENTE�MA_TE ¢,S -T m"' s, L.LsaS _ _ }�LLOCK }�Y_ ESS LOCK QUALIFIED FOR USE W/ HV BLADE. 1U do `ONLY 122 V F G c '" 6063-76 ALLOY AND TEMPER QU IED FOR USE WJ HV BLADE 1. & 1A ONLY ..023 .75" t}UAIiFiED FOR SE W/ HV QUALtFIED�F1OR USE W/ FEV 6063-TG ALLOY:AND TEMPER C BLADE & A ONLY: BLADE I.'. & ONLY. " - 0 ALIFIED FOR USE tV/ HV BLADE 1 ONLY 280"0 , .516, 2 74' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD. 16' 1---7FC-•j+R22" 4055" 32. MOCDSCREW 'm r N 1753 05 .360'AFTER RNETING '" fl S -p� in " p " BEFORE RNTENG 1 •I � 1/4 0-20 x 3/4' 1 4"Fs 20 RIVNUT* N S S. jHUMBSREW J I ) �--t vi,L o `m1 � a� I m - 'tsERIEs 9444 N.uNAIwM(2025-7]ALLOY)wtcE Fw+GE THIN By �.--,..-.a �....._. " � . SHEET 0DA vpEL ? ERRr'1TORN,,PPARSIPPENY,NEW�SEY 07SOR EQUAL PLw FRONT CM'ATIONHV MALE "T" LO - TE '- ,°;6„” 1 HV "T" LOCK HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CEN TERMATE 4UALIFIED FOR USE W/ HV BLADE i ONLY q HV FEMALE T LOCK CENTERMi4TE QUALIFIED FOR USE QUAUFlEQ FOR NSE w/ NV QUALIFIED FOR USE W/ HV SLADE(i ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(I)ONLY 6063-T6 ALLOY ANDTEMPERR`` W/HV BLADE t✓ONI,Y. BLADE 1�ONLY. - 6063-T6 ALLOY AND TEMPER t 9t7` A.1„917 h (�^ "•'j 3,161 !`- a 30�... i :� 0 THOM6111RN _ - CYLINDER OR .063 ,062 v. 6 1` ' KEY CYLINDER 214 i. 'I 214' -� 0.675'Min. 1 .125'Mbit. 31 HD CENTERMATE W' NO LOCKING ROD I D CENTERMATE Wf LOCKING ROD QUALIFIED FOR USE W/ W BLADE T)&.(A QUALIF)ED'FOR USE W/ HV BLADE 1. & to , .I :a0b $' 6063-16 ALLOY AND,TEMPER NSERT 6063-T6 ALLOY AND TEMPER VAAIEs, 12”TfiR.: OUAI)F606 FOR USE Yl/ NV BLADE 7 & 1A. eEY %4'a-2G S.S.OR 318-0-16. 6063'76 ALLOY ND 7EMR£R8TURN 1tCTN:fi1Btt/2- _B _ CYLINDER D(SCE OETNLS) DER —. 1,78 MGT. LOCKING ROD L� ".. T/4°P �4 AD L ICK .. .� i..37xo QUALIFIED FOR USE WJ HV BLAOE{?1 -7�/� 3/870 16 ACETAL 3 -V I 0-20 A��I� BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOIL LOCK- 606$-T6 ALLOY AND TEMPER ... THUMBSCREWS (QERIES S.S. THUMBSCREWS QUALIFIED FOR USE.W/ HV BLADE 1C<}'& 1(0A 5 INSTALLATION WILL REQUIRE A 7/16" HOLE. QUALIFIED FOR USE W HV HLAOE j LLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR HV BLADE 1W' / FLORIDA BOILD1111 CODE(Non High Velocity Hurricane Zone A @2017 EASTERN METAL SUPPLY, INC. i(t,,A'- .P./a. `!'!.,� 02017 TILTECO,INC, _. NERTHA HV, E '` ?' A . A Accordion Shutter System' /� 'lld E G 4 Nc. . ■ KV, #) W/CR w/o RV WNDOW RADE Amerlcon Shutter SystemsREV.N 6cscR9nos DArt DRAWN er L.C. " TiLLtT TESTING ENGINEERING COMPANY ASSOCIOtIOO, Inc. 1 OLD 15-085 7/27/1 DAte 07/27/17 lPl! I y6155 N.W.:3m.St St 305,Y1RC+NtA GARDENS.ILOROA Ml6.is STS �" > Pn—:(705)67Y 15.70:.F6>::(305)871-1531 4268 Westroods Drive 2 DRAWING Noa moF.A-00C06Q69Ccam West Polm BeOch, Fl 33407 4 17-107� tiWALTER A Tun a..P.C. SFfEET•.,,.. FLORNA lio,Q 54187 'S SFC/��Id RC'j0A1E s 3 OF 20 SHUTTER ASSEMBLY SC�E! D2'MIN. CE ULE FOR N HV \FJ HV flit' 41 40 TO BLADE TI P y�0625" Q HV BLADE zGE 1A ,87s` 3 :0625 .0$25' DOW BIAQE HV WM ..0625- HV BLADE 1A �ilE C I eLAOE'SLe. . .t875' Y HV LONG RECESSED NYLON, BUSHINGzs .,i KNUCKLE0YP) 1 0.06 30 HV SHORT RECESSED NYLON BUSHING 39 ��� -�~�i -� d 0 ,jLAT PtlRTION i R1 750 R QA 3 fid54- HV NYLON HAT WASHER QN W i ! ° HV WHEEL CARRIAGE AIS[ 302-303 SERIES I :{ "� 40 i �`,� { 5" f=,l fr flz.8750" _ X 0.870"x3/16" THICK NYLON WHEEL. �/ `� C4 2 7j8"Felt': Hv_lWINNDaw CLEAR 03.0. 0:188"0 AISi 302 SERIES S.S. RIVETS SEPARATION 3.7500- O82s'-^-0625' BES N f 5 3ji HV 1 3/4" ACCORDION PIN W/ #8 HEAD * - EXTERIOR } � OPENINGS -Y-Y ON CENTERS .750A" HV 2 3/4"ACCORDION PiN W/ #8 HEAD * �" 41 47�" 75" i CLEAR�Tl (nR n VATx N �^;� r I C1 POLYCARBONATE IMPACT RESISTANT HV WINDOW y- i BETWEEN TYPICAL HV WINDOW BLADE �� AND POLYCARBONATE HV WINDOW .DETAIL D.OR Q� ( 4 or 43 f N.T.S. VrEJOMEr+isjO 1 } I (j)OR �y I i i i j sic POLYCAR80NATE IMPACT RESISTANT.HV WINpOW 1 [ } I BAYER MAKROLON 3103 POLYCARBONATE 12"MIN,CLCE RESINS, UV-STABILIZED GRADE OR'SABiC * �TO BLADE M INNOVATIVE PLASTIC LEXAN 103 RESiN ' 1 , i }j (SEE NOTE "F"ON SHEET 18). < 101 OR L_ (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR N BOTTOM, KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1tJ OR EXTERIOR POLYCARBONATE SOURCES FOR�4} HV BLADE. lir— TYPICAL SttUTTER A$SEh18LY � TYMM PROPERM STN10ViD S u F.PWan� N.T.: HV PIN C:�OR AT (2} HV PIN (g MAY BE USED IN LIEU OF (9 AND ONLY AT EXT RIOR uc a.q ac uwa:c am BLADE'S KNUCKLE. "''- OffSxN: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(j) 0(1324' (SEE NOTE.E FOR SPa=O,RAIM utu ors? o�u+nt' Gw w1a . BLADE WHEN CORRESPONDING TO INSTALLATION "ii°', SHEET 7_ Oy$_i � Fj 3. 3 REaUIReMENrs) I r �� 9.400 p.., 8.�as Typ FLVWM SSR£="AT mm ASTM D7e6 12.500 P 3: 13.403 pq m (3) HV PIN 1@ OR @ W/ 1/2" O:D. 1/16" THICK S.S. WASHER' 9J F FxuPx uqD cus AS,9 1`790 340000 P>:r. 345050 Pyr. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, T e PSADL SHEET BE i xo Tx E0¢0o ASIu 0756 S FF roA3 7 FT-n,/hi 86F.BV!^=m"cwawmnsnct: MIX WHEEL CARRiAGEE1_ETAIL ���p PATE OF 6tt 'stu'ow C`1 C471,% s-I CIAS ASSEMBLY LAYOUI EU, oF.INR4W(i ASM 929 0-1 GL153 0-F CIAS4 N.(.S. TI�Y±s, SOP R,YMItbN �- A51t/Di924- 1040''F980,'F IDMU StRENTM AFTER:WEATIOCx A&W'639 9302;p11 66+0 Psi. ' TeF„IlE STRESS:WORE h.TA 1DWG Am sm 8461 P.43:. BB80 P.ii. (i) HV BLADE SOLID & ( HV' WiNDOW BLADE DETAILS t1`°°, Ai Tv *•, :FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02017 EktTERN METALSUPPLY.INC. ,ti 3 t\�i �t15� ., P ozo,7 tntEco.INC,y* BERTHA HVTm S A Accordion Shutter System /j�i E c'oINC. ■ ■ ■ ■ H.V:.BLADE#1 W/OR W/O H.V. WINDOW BLADE vArrieriaari Sttutler Systems EV.N DESCRIPTION DATE DRAM 6Y: �c. ., "TILLIT TESTING tc ENGINEERING COMPANY /.�ggpCiG'IIOrie Inc. ti OLD 15-085 7/27/1 Date- 07/27/17 1 �b 355 N.W.36M.Si,Sl 305.'VIRCMM CMDEN9;.FLOPNIA 3314 IA' ` ..6PAPo6:(3as}87t 153D.'re :(3os}en-rs3t 4268 Westroods Drive 2 DRAWING No - n /` �} a moa.LtllecoOW.— West Palm BeocB, FL 33407, 3 Ory y� u0/0At ,`' 11 EEI-0006719 „F/ WALTER A'TILUT J1.P.E. 5-1 SHEET FLORIDA;UO.Q 4x167. P.E. SEAL/SIGNATURE/DATE 4 OF 20 • © Y 1 �� *NOES ON HV LOCKS AND CENTERMATES: 1.MANDATORY CONDITION 11:ONE Hv LOCK 6 or V SHALL BE.USED AT 1/2 OF SHUTTER SPAN-FOR ANY SPAN OR 12"ABOVE OR BF,L�OW jj2 OF SHUTTER SPAY FOR SPANS UP TO,105',AND FOR INSTALWONS6 ANY £CEVATION.HV.LOCK t�§or t2�8 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO r�„11 OR CENTERMATES W/(2) 1/4'0-20 x.1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON �� .��— TYPICAL.SHUTTER ELEVATION. 1;Ja`J°4 �- 2,Q� @ ;IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO Hv t LOCKS OR @�§MAY BE USED AS AN INSIDE DR OUTSIDE LOCK, CONNECTION OF LOCKS 70 CENTERMATES� t6� 2 OR SHALL BE AS INDICATED ON NOTE(1)ABOM --`yiC7tl COCA'ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. 0 ONLAL CONDITION N _ K ' ,�{ ISIS 11_m'1 yjWO H V LOCKa1: LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY I� 0 —CA Pg t Zz.izs BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING CLODS 0 OR AN ALTERNATIVE DEVICE 1v MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), y 4. MgW&TORY�.�,f1N01Tibtj i2:ONE HV LOCK(5 9L�r SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS.AT ANY ELEVATION. HV LOCK(2i or @ SHALL BE USED AS AN OUTSIDE OR MSIOE.LOCK. B N ATTACHED TO 4p CORNER CENTERMATES W/(2) 1/00-20-x 1/2 .LONG FLAT HEAD S.S. MS.TWO LOCKING RODS @B AT TOP&BO OM SHALL B£USED. LOCATION OF LOCK SHALL 8E AS INDICATED ON TYPICAL SHUTTER ELEVATION. f» nbc-xvc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON-SHEET 12. oH3EI $d 5. TERN&TE TQMANDATORY it •ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF FIV LOCK or f�,5 FOR ANY SPAN AND OHM g INSTA LAiTONS AT ANY ELEVATION. AL NATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT HM ^ OF 1j40-20x3/4"S.S.THUMBSCREW TO Q1 OR @ CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. i s g u-Kyvo I g RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION J3 FOR KEYSTONE MOU G INSTA LAW_NSS., ONE HV LOCK @ or @ or(0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK('or 'or @ MAY BE USED AS AN INSIDE OR I OUTSIDE LOCK,ATTACHED TO C or g,SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2"LONG FLAT HEAD S.S. SEE END—' 11 M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 9 W/ CONNECTION `- OR Q TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON SHEETS 1FUL „ y. ` OF CORNER *NOTES ON HV "T" LOCKS AND CENTERMATES:. HEIGHT. ONAN # A�QNLY.FOR 1N T'COC7C{fit,_AND CEIMMATES Q AND t. CONO ALT732NaTE TO Maw a ORY CONDITSON / VALID CENTERMATE ¢§,_:ONE ALTERNATE NY 'T'LOCK 06 MAY BE INSTALLED IN LIEU OF HV LOCKS®OR FOR ANY SPAN AND �1��1�TD=y�} \\ 175TALLAIION AT ANY ELEVATION,ALTERNATE LOCK Y B£USED AS AN fN51OE 4R OUlySit)E LOCK ATTACHMENT lJ l$! OF LOCK&INCLUDES USING REINFORCING LOCKER 7 ,AS SHOWN ON SECTION.TNG, SHEET 9;WHICH MUST BE CONNECTED]TO.CENTERMATES I@ AND @ Wj 1/4'0-20 z 1-1/2'LONG S.S.THREADED BOLT W/7/8"4.X3/32'. WINGNVT OR W/ 1/4'0:-20x1'S.S.M.S. INTO A 1/4'4x 5j8'RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 6 = 7 �Q/,)' 1 on MAXIMUM A80VE AND BEC.OW'MIDSPAN. USE OF TWO LOCKING RODS0 TOP AND BOTOMIS MANDATORY. ( _@-@_�3}-109= 5;-,?_ A NO7 S ON Hp LOCKS & CENT Mg S: 1�On L>CKt�(xryr/ � OM OR Il W 31 ONE ALTERNATE HD LOCK(,3 s1AY8E USED IN UEU OF TYPICAL (17 HV BLADE SHUTTER ELEVATION HV LOCKS q-OR WFOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 44)IIAY BE USED AS,AN INSIDE Oft OUTSIDA LOCK:ATTACHMENT OF HD LOCK O4f TO t3�' IS W/3 18 x 7/8'F.H.SSM.S.,AND INCLUDES REINFORCEMENT INSERT OAS.SHOWN ON SECTIONS HDB-SAND HDC-NYC.SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS C&:IS COMPLETELY OPTIONAL FLORIDA BUILD11111NG on High elocityurricane one 02017 EASTERN METAL SUPPLY,INC. 1L11_tiYl�r- !J" �„ 02017 TILTECO,INC. 1 aU1 ca`wuS "' BERTHA HVT+, ? c Accordion Shutter System �� E c o ,AQ. A.S.S.A. T{�SDE , W,GR W,q � 1 ,MADE Fij., r TICLIT TESTING & ENGINEERING COMPANY American Situ#te1'Systems .aeszruanalT aATIs DRAWN 6r. 4G. " "of Q't; 6355 N.w.361w So.Sro.305.I'm caxo=ra,FLoaot 3316 Association; Inc. 1� OLD 15-085 7/27/1 lu1s: 07/27/17 �. t Pi,ann:{3os)a71-1333.Fax:(30s1a71-133t 4268 Westroads Drive DRAWING No SS' a .I;Ult-0.0.— West Palm Beach, FL 33407 3 EB-C"'IL1I1 WALTER&TILUTlsi,.P.L. 4 7-107 P.E. SEf L j51GHQTURE f GATE FLORIDA Uc./54167 6 SH OF 20 -CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK _ POURED CONCRETE-� SHEET 13) REQUIRED CONCRETE ANCHORS FMACHINEOSCREWS S CONCRETES REQUIRED REQUIRE -- O OR IJ (SEE SCHEDULE ON l NU 1/4--20IV CONCRETE ANCHORS / 17 �8 A CHSTONE(SEE MOUNTING®ON$MEET 7) SHEET 73) 11 W/ 2"O.G. (SEE SCHEDULE ON SHEET 13) e,1 'Min: _1/4'0-20x3/4^S.S. 1 T^--�- . -12 OR .1 {{ EO EO.. MACHINE SCREWS z'� f . -ED.(En• L„ USING 1/4'-20 NUTS is 7/2 44 12'G.C., I..• 1/2". i E 0.+ ! J r T j2 rJ I ..250'Mox. 15 , 13.OR'Q - �-% .2550` lE 0*' r r .250"MOX. l 11 MOz. i :0PT10NAL ' .-1 f.rOPTIONAL DO DAES(SEE s ' :MIN.SEPARATION TO CLASS 1 1t TTxTBtADE B)A�O ,L DOR H;3} F�IISI7NG --(SEE SCHEDULE ON SHEET I)-'— ON SIMS 19 MR EASPNG. i WOS(>7&� I1 I � MIN.SEPARATION TO CLASS "O CLASS CLASS—i + +,_(SEE"SCHEDULE ON SHEET L1) It EXISTING O HV WALL HEADER INSTALLATION CATION (:A) HV WALL HEADER INSTALLATION L� HV WALL HEADER INSTALLATION + KEYSTONE EXISTING MIN.SEPARATION TO GLASS --�— r (SEE.SCHEDULE ON SHE 11) T,, I 1. GLASS� KN.3�FiAA71U! ) OR 113. � I i r 1 EXISTING M QASS.(SEE I r C:.r' MIN.SEPARATION TO.CLASS GLASS(SEE SCHEDULE ON SHEET 11)8.6d1 9M 19 TCR �'µ� I RAM(D R� ��}'} EX(STLNG ���aP'OONAI a u5,,.� t 67gx. 7}� 11t erT tf4'MaX. I i t,ry ,r T_ . oPTaNAL. i' {;. - - ij{ . - 13 OR 15. E.D. I ' f _ D>'' 19 Eo EQ- r' I l = 12 OR14� 714'0-20x3J4'S,S. M I/4"0-2tlx3/4"S.S.PHILLPS EQ 'Ea-� PHILUPS TRUSS HEAD Y CONCRETE ANCHORS jt MACHINE SCREWS USING tr.=-. t�TRUSS HEAD MACHINE.SCREW% 'I'„f 1/4'-20 NUTS 0 12.O.C. + (SEE SCHEDULE.ON W/1/4.-20 NUTS 0 12"D.C. y-w r �--CONCRETE ANCHORS(SEE SCHEDULE ON SHEET 13) Min: POURED CONCRETE— SHEET i3) -POURED,CONCRETE_f '`.rL OR REQUIRED FE BLOCK "OR CONCRETE BLOCK - -/-" " REOUIREf) WALL REOURED / (SEE C E ULE ORS �+ } HV WALL SILL INSTALLATION' (SEE SCHEDULE ON {F}�(V WALL- .TILL t�ST�I LCATION 'POURED CTLSHEET 14) ' ORCONCRETE BLOCK CK WALL REQUIRED ( HV WALL SILL INSTAI„LeTtON RCOFdi1NATDN SFC7ON5: INSTALLATION DETAILS. W/. i-SEE SHEET 4,FOR TTICAL SHUTTER. *E.D.=EDGE'-DISTANCE i=JL10MT*TtONS OF USE FOR {_,} JASSEMBLY - SE;SPECIFICATIONS ON SHEET t 3) HEET 19 F"I it BLADE 2-MOUNTING SECTIONS .CAN BE COMBINED: ( //� /t IN ANY WAY TO SUIT ANY INSTALLATION, / 1,1 A,►� --., FLORIDA BUILDING CODE(Mon High velocity Hurricane Zone ENS , ✓� 462017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. g BERTHA HVim A +. A Accordion Shutter System E=C'd'rr c. . . . H.v .#1 W1 OR W/O,RVi WINDOW MADE +' TICUT TESTING gr ENGINEERING COMPANY American Shutter Systema EY.N DESCRIPTION DATE ORMI W LCs .� t4 \ Assoclatlon.. Inc. 7 OLD 15-0815 7 2717 PATE: :07/27/77 W55 N.W.38U.S s!e 306.WONK GARDENS:ROACA 3318 4268 WestTaads drive 2 Phons,:(305}B7T-5830.FaX:(335)$71-7331 DRAWING NO 51� �1L ,6 �L1 , n 7:nLee0000l;enm West Palm Beach, FL 33407 3 1 1.f EB-DOtlB719 ; 17— Q7 �'r�•//i'/////�•:. WALTER A.TILLIT Jt.P.E TLORIOA'Uc-11.44167 5. SHEETP.E.SEAL/SIGNATURE/DAIS' ,6 6 OF 20 CONCRETE ANCHORS I tklt STfiWifilAY - ) OR POURED C" (SEE SCHEDULE ON SHEET 13) �f' 10 GLASS CONCRETE \ ,so*nuu S�g17 ' i EXISTING 'm X Sts¢s*eouze o ftEOUiR I EDGE OF -; IT SOFT 19SLAB IF TLR�I GLASS--{ �Ni xc SroN ; I f APPLICABLE EXISTING�, "'OES IDh ' tl'- A545LDu yy w'"„ GLASS- I i I r i ALTERNATE I i I 1 r EXISTING Y +f.•'` i CONCHON i GLASS #10x3/4'HEX WASHER HEAD ! 1 1 13 oR 15 ala M N. ff/r7EK SCREWS a 12"O.C, i 8 r EDGE LLA9 IF r 3/8 ION CONCRETE ANCHORSIr- r x APPLICABLE (7✓ (SEE SCHEDULE ON SHEET i3IF } r 1 I I ^c1' r I .EDGE OF EXISTING i I i t l-� --•-•r. ` / ` 'CLASS-""' ' I SLAB i r ,r r I r 112 rtE t 1 t EDGE SLAG�F ly, , �! APPUGABLE '' MN APPLICABLE JPOURED 1 m a &O `E O / APPUCABLE POURED E.D.*--+. COMORETE FLAT HEAD CONCRETE ANCHORS, S71FDlAE aN'94LT ' r `, r.f!'` +'l.` r CONCRETE REQUIRED (SEE SCHEDULE'ON SHEET 14) "t 11 N6 Qlaa y• ,POURED REOUIRE'D FLAT HEAD CONCRETE ANCHORS. aN SXw is FM r. - 1-;t OR CONCRETE. (SEE SCHEDULE ON SHEET 14) REQUIRED o.• i1 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.O. �,HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER (R BY FLOOR INSTALLATION t SCHEDULE #3, SHEET ii CG HV CEILING INSTALLATION EXITNU9S-J_.---- &M�PPAA C F--" CONCRETE ANCHORS ro r O (SEE SCHEDULE ON r'—"-mon scHKOM-1s ' 'SHEET 15)' J 1/4•a MIELDE ZR wk/1 dV SWEET 11) ^•'-t by E 1 x t 4 I,1. EXISTING EXISTING--i -T-•—••------...-•-•._ + OFi i/s'0 POWT6 EXISTING GLASS t NrN.SEPNhLWn M dw54. �..---..� 5�' FAsrtNe+s TAfPERr aKts GL,. -I(5,'E Sck[mea an stir 111 1 �3 wr.4fwunaN m 13/e WM.OSEDMENT O 6' LmSc+¢>w1i Gn til �. 04 oaRFOR' PMS LASL'Fx M4 1 I I 1 I i V-0"UP TO 8'-0"MAX APPLY i7 u't i t 4 t 714' V' SEALANT AT EYTRf FASTENER NJO R MAX, / Or.)(SIE NOR T ON i/2' S c • ' 810x3/4'HEX E.D z SREEI'ti Fq2 UtdfATltX& a 8 :AMAX.:. WASHER HEAD j I CONI _ ------ uiN. - - :TEK SCREWS L 814x31} HEX HEAD.... ... 17 8 - ]- �1/K-o-zaxsl�•ss us TEK SCREWS®B O C. ' CONCRETE ANCHORS' !o Y'.: �___ 6.+.al— .a/ �" '874xS14'S.D.S. I ' � _ s r i i 11q" i i •• r j� Y USING iJ4`d-z0 tUITS OR 1/4`0-20 S.S.M.S. i ..(SEE SCHEDULE ON !1 /»- A 9 0'C' 111 _ Maz. ('. �•• rr d 1;'O.C. W/NUT'0 B O.C. / •+ EXISTING NON STRUCTURAL j SHEET Ik} ljjhtth F ---- I { 1.7 oR 18 1/2"-)-L E1' -T7 R 18 f `'. 2.Do•AiIN� SILL)TRIM(oECDR/,TrvE f - SCAB OF / r .`•' '...`:. 814x3/9`F.H.SIDS. MIN. .SILL) lr� _ 1 ®9`O:C. dwRm CONCRER F .?� t rt 7/8' J1 718` N _/ APPUGABLE `—CONCRETE aNCHOR5 SEE NOTE 73CP) Y-"' .. \� 0 '-REWiRM POURED CONCRETE. (SEE SCHEDULE ON ON SHEET 3 POU ED CONCRETE .SEE NOTE 13(G) �,� ' OR:CONCRETE BLOCK SHEET 14) ON SHEEP 1 (�.�-� k ,� �''� r' ' ,' -......- Eb=---I----•.....;' REQUIRED OR CONCRETE BLOCK oP11oNAt POURED � REQUIRED (�KEYSTONE MOUNTING INSTALLATION CONCRETE ✓ V WA FLOOR INSTALLATION Y WAS WALK-OVER iN,STALLATI(JN "'='jM Sliu DESIGN PRESSURE,.a+.-7z PA 'MAXIMUM A.&D,R SPAN 8'-a' REQUIRED a.HV RAINGUARD "INSTASLATION t i hm- ! MOVABLE WHHEN PERFORMED �ugjQ'FOR'..COM iEjJAT10N'CF� THIS INSTALLATION SH&L L.D-_EDGE UIS7ANCE E �SEE UMktATiUNS OF USE FOR 1-.SEE SHEET 4 FOR TICAL SHUTTER (SEE SPECIFICATIONS ON SHEET T3} AOIACENT Z SIN OPERABLE,EXIT •INSTALLATIONDETAILS W�-..'D HV BLADE OR ENTRANCE' BLADE 1A r1N:SHEET 19 ASSEMBLY IN ANYU AY 70 SUITTNAWCAN INSTALLATION.' t�t�T !PI 1:.T FLORIDA BUILDING CODE(Non High Velocity Nurricone one: .' moq TILTECO.INC. r Q2GI7'EASTERN,METAL SUPPLY.INC. BERTHA T61 Accordion Shutter SBstemo AS■S,A■ HV. BAE#1 W/OR W/0 HV WINDOW LADE American Shutter Systems. OESCRIPROR DTE DRAWN iW Ls: TILuT TESTING &,ENGINEERING COMPANY' Associption, IIIc. 1 040 75-085 7/27/1 DATE: 07/27/17 y A 6355 N.W.381h.51 SSe 30 VIkfox .(305S,FLOMDA1-153 SSiG 1268 Westroads Drive. 2 Ptwna:(305)871 tsaa -fox..(30s)8T1-1531 DRAWING No. 1I' -ma1:IMG67o0)t0m West Palm Beach, FL 33407 a ,1T' EB-aoaaTle 17--1.07 1 WALTER A TILUT.ir.F.E.8'4+167 SHEET 5 _ FLORIDA'Uc, P.E. SEAL/SIGNATURE/DATE 6 7 OF 2O - SEE END WALL S E SEE NOTES ON LOCKING RODS.3®,HY LOCKS®or t® OUT e0' I N EXISTING GLASS INSTALLATIONS W/ 1 HV **AND ALTERNATE HV LOCK @ ON SHEET S. (� BLADE W HV CENTERMATES CENTERMATESBLADE KAPPUCADErALTIONHVF WITH BLVALIDAFOR ALL DED ® OCOoO � 1` OR ` 1 oR oa 6 ox$ DR 10 - 3 ca SEE 00 WALL CONNECTION @-0.0 10* - EXISTING GLASS DETAILS ON SHEETS 1.0 & t fI: i- --------- ------- - ------ ------ - (4)Q1n0lxu1/ll2o7R's< + I , oa Q. , w 19• ' 3 1/4• TES ( fi 1/2- (600-TO ALLOY)ALUM. ® ® ® @ ANGLE W/(2 /4'0 TAPCON 1/2• D ©-® OPPOSING - SYMM_E�T_-YC ALTOCONCTERCEN ERMAoMsrOm) /103/4S.MS 0 12• CE TER ATES "TS.P/oO e WHL MIN.SEPARATION AT EACH ANGLE(TYP) O.C'FULL LENGHT. TO GLASS •\I ! i ,* * �,,* (SEE SCHEDULE 35 I IN 3 ON SHEET 11) E I 5 10 iz 3 w O — HVA © O O o O O -POURED CONCRETE OR CON, w®°" 6 + 7 �8 as 10, 3� >:xlsnnlc cuss. EXISTING�`®°fl�+®oa®•©Oi:I' w' 10''.O o"©+:�n+, oa '.REO CR O.BEOCK WALL CLASS SYMMETRICAL s 6 T $" MIN.SEPARATION _ — r d�o• a o+o LLx,snN I N © � 5 —1 ®"�' cuss CENTERMATES* 6 B DR t 8 06 8 • oa To GLASS i Wr Hy LOC 6-6) OPTIONAL 0..�on.Q..Qaa 1 9.@ (SEEON SHCEf.T01L MIN. SEPARATION (Ip1TERIaR) to GLASS —— — 3 _ (SEE SCHEDULE I N OPTIONAL, .I ON SHEET 1.1) (INTERIOR) ®+ , _ 1 ;I 1 1 I '—coNCRErE -L Fo Of i6 OC ... T qqtt 2. * `i 3 VARIES ,cl; I —� — L Lr 7 FO 67T .6. w. 6 1/2 MAX. SLACK.. 1 (EXTERIOR) HVD HVE fIVF** FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone \\\\ �' 4,�GN 02017 TILTECO.INC. ®2017 EASTERN METAL SUPPLY„INC. G s� '• ERTHA V7M MAccordion Shutter System I ASS A HY. t ■ r. ■ ■ #1 W/CR W/0 HY.W NM BLADE ••.,, Y� ,@. : TILLIT TESTING;& ENGINEERING COMPANY American Shutter Sysiems ev.N DESCRIPTION_.. DATE` DRAWN BY: LC: •• Y�``yc 6355"N.36rh.'SL,SW 305,M NIA GARDENS.FLORM 3316 Association, Inc. 1 OLD 15-095 7/27/1 DATE; .07/27/17 (thane:(305)871 1530.Fox.:(305)871--1531 4268 Westrbads Drive 2 S'J Al "�'\G\.F11 ,-mur eRa<uocdcrcm West Palm Beach, FL 33407 3 DRAWING NO 'moi • \l III Ee-0008719 17-107 ...../1/NFT WALTER A TILLIT:Jr.P.E. 4 FLORIDA Ue.If 44167 RE. t SIGNATURE/DATE s S SHEET' 6. 8 0F 20' ALTERNATE INSTALLATION W LOCK 0 V L F „ fflZ TE 8 LOCKERSBLADE iSEE END ON 4IRM 10& 18 INSTA LLA IO 11,3.HV BLAQE � EXISTING CIMS W/ ND CENTERMAT� . OUT IN I SLADE a)S"DETAIL HJT,NOMATEO ON sverr a. I /S WELL AS JNNERSAL.FUMING SUDE®DETAIL HOD-HYD, 08 WDICATED Ott TMF StO.T.WY 9E USED WTNt TITS ALTERRA w®" &�`^' t0.�Q Nsr ix11,NoEGR.HW SHOWN IN THIS sH Er. , END WALL {�QNNECTION I To•� �.�wQ.�a DErLs oN sNEETs 10 & 18 00 z1a•,t/e+m•-z ®+®°1���w�•�S.' 35 35#. (arra Aiiat)ALma. w T ' ANO As )z f/+roOONIR e/e', •" I (GPnowu) __ 4* (opnoNAL) (+)t1NT/2• SOto-uSE. /To.s/+�5.µS.a'12' o.c.FTnL LETiGM. # (a)H.v. r I N (a)H.v.. _.3. ^~� N GDII AYDLL(IYP) I I N FINS(TYP.} PIN${TYP-) �'`$ 3D HV "T" 3 z s a/+' f s (Tc scHm.E 5J H 3 LOCK (INSIDE} 1 _ I y, tt 5:: r i- 25: 2s 1 Q- 5 3 OUT 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35# WIDOW) *s6E xDTE s FOR W LOCx(a. # W/ 7/8"0 x 3/32" W1NGNUT. (opnox-)HDR HV8 OUT } =H VC 'T•LOCK:ON SHEET 5. AL-HD CENTER-MATES SYMMETRICAL HD NT RM HV "T' LOCK (OUTSIDE] 1NT RiOR) W/ 3f� LOCK {E_,YTER(p�j wV�* � LOC! -�"--- f AWUNUW (202+-T3'ALL"URGE-KANDE PIN m�m(�.•�a.{t8(��}a(1�(1•�'o" As#ANUPACTURED 8Y AVDEL CREFIRY j�_i0•®m.�•,� //`��•'11 ,`(^�w TERORN,PARSIPPErr/.NEW JERSEY f f ©'0:..�p.(fi l•`l'•V.:Xw 0705+'.OR cam, .._ _ ----•3 - - --- ---�•-- - - — � #5EE N0TE5 oN LDcxwo RODE(Sj a Hog uxHs off sHEtT s In.AM®OCTAL HDD-H9 C: "`V / Wim ruR Aty cflrtEttws[s APPLCATOn RIM evaEO HWM-fiVQ+'s .FLOATING.STACK FLORIDA BUILDING CODE(Non High Velocity HurricaneZone 02017 EASTERN METAL SUPPLY, INC. 412017P TILTECO,INC. 1,1 L1c E,ys ,•vy ERTH ,M o;Edi , Accordion Shutter System s 1L EC't ifiC._ A.S.S.A■ HV: #, W OR*p;HV.tWNpOWMADE • TILLIT TESTING. & ENGINEERING COMPANY American Shutter Systema .w DESCRIPTION, DATE DRAWit'W, LQ AssocTntion, Inc. 1 OLD 15-085DATE. m/x7/17 .h Q Ytr ,� ssss N.w.saln se,s ws vRDaM cnRDa s FLowaA sits �tFJ -....... f�tt { Phone:(305)971-TSbo'..Fc..:(305}871-1537 '1268 Westroods Drive z: pRAWING tj V/ONALEVv I,1{. amra0000719West Pa1rn Beach, FL 33407s _ 17—VriiWALTER A TILUT Jt:P.EP.E. SEAL/SIGNATUREfDATE ROROA q aaTar O .._...._ POURED CONCRETE OR r` '�� - POURED CONCRETE PR' CONCRETE i ORCONCRETE �`� __ ORUCONCRRED�ETER CONCRETE BLOCK WALL i•' OR CONCRETE ,-- --- BLOCK WALL REQUIRED `"'-- -� BLOCK WALL REQUIRED r----- - BLOCK WALL REQUIRED —�� REQUIRED !+-••• EXISTING GLASS GLA)SSEXISTING GLASS EXISTING O _ —2 MIN. —EXISTING Gt55 aCONCRETE ANCHOR 2 MINMN:t2AS5(SEE IAN.SEPARATION MN SEYutA710N LAN.SEPARATION .' SC7 MJLE(A SttEFi TO GASS(SEE I 1 4. EQ ., EQ TO GLASS(SEE •,r 11 FOR E.ADE( 0.tiU crxiriur(X,i SHEET I 1 I TO ULE ON SEE SKEET SCtR:OJLE ON SHEET 1/167-3-MAX.—. , OW BLADES 19 FIST I1 FOR BLADE®PND %`. � SSBI FOOUR WOE(D . 11 FOR BIADE(DAND (6063-T6)CONT. b't m& ON SHEEr'14 FOR Ij2" CN SHEEP t9 FOR ON SHEET 19-FOR ALUM.CLOSER _ ♦ , ( f , L?iAOFs Ct)&QD3 7-•----� (LOCATE AT j BLADfsQ&1� PLATE. (LOCATE i/2 -�BL'�YS CL)�Q (Log) SIDE ' AT EITH R SIDE MINA-L OF 5) S CFO) - I I. i i/2"MIN, .G'USE I'OR 2"MAX: ' I , .._,..—,_._ % (AS APPUCAGLE)x2"xij6'xO' ----L #10xl/2 &M.S.- 1 ---- IOxi j2"S.M.S__... - _.,,7 0 ,6"U.C. I ALUMINUM CUP ANGLE Z1O .�.- ---^-•*"0 -' (6063-T6 ALLOY)AT MIDHEIGHT -® 16"D.C. ,z�5 { C"_• .e{.. J - I (i)'{#10zij2 SMS TOiD& V4 \\ ! 1 (2)1/4'0 TAPCONS ANCHORS TO 'i - I WALL AT I"O.C.-(LOCATE AT • I (, SEE DETAIL X SiDC CONNECTION-� ) DR i EITHER SIDE OF(3) I OR. ! • SEE DETAIL X FOR--1 • EE TO TRACKS SIDE CONNECTION {)R 1 a®a©•7Oa 68 ,�wSEE DETAIL X FO .ti6+ 7^"6 10•�wTO'TRACKS 6• 7 a 6 t •®°1 i0+�a°�• . • w SIDE CTO TECTION RACKS 1 a, �r�,_p���w®.����p.pa ,gcettp�� ©.pa�p•pa � .p.©«,p��./p(�}}•A��a 6.p,� p.Q. � ®•1:!"Vw11+;1J'®°" ®�V �°"®'Q' R' V✓•LY`w�•.'LJ"•t;I,N:Jw Q.©a�•OBaB ®an END CONNECTION DETAIL�3 END CONNECTION-DETAIL 44 END CONNECTION DETAIL iQ END CONNECTION, DETAIL(2 i REQUIRED ONLY FOR SPANS GREATER THAN 127 MCONCRETE . POURED CONCRETE OR -E%ISDNG GLASSCONCRETE 8LOCKWALLEYISnNGREQUIREDGLA55 ¢CS'MN SEPARATION i. .7._ �,;,. gi\TO .(� O:C. MIN.SEPARATION ` OR$@OR j@OR TO MAaSS(SEE __it FOR BLADE AKA ,/2'MW. S;2#UULE-ON SHEETON SHEET S9 FOR, ti FOR BLADE QAhiO 4 + ---RADESQ,& ON SHEET 19 FORCONCRETE ; oL.ALES.{DisQa} ___ _ Of{{T;dANCHORET4^ v 1/2"MIN. t }L- .r'� - -- MI rr� EQ� N: - _ -SJ. � OR$@OROOR 2 .MIN: ♦ SEE LIMITATIONS OF USE FqR: / 2"MIN. ; -= BLADE SUA'ON SNEET SDOftQOR _OR t�OR� . 1 �S I 1 OR ®' PLAN ��� y l!J DR �• ! ... ..—.._....�.�aQ�m®.07,m BO..10.�m� DE OR POURED CONCRETE AR a"'�"'©'OwC? +q•.�`" SO•i�`w�+�'p•pw ND INS 'LLA ION CONCRETE BLOCK WALL 10.�r+©.�p.�w 6 7 d 6�7 REOUIREO O O'4 O O"�wC1')HV BLADE OR �HV__WI�IDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CON EN_CTION DETAIL5(� O6 ®a�:�Q 1{ }s w�yo : EC 1 (9) FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, . /«•"" 02017.TILTECO,INC; .. OP 2017.EASTERN METAL SUPPLY, INC. vs> BERTHA HVTTM Accardion Shutter System A.S.S.A. K�: E , W DR w/o N.v. N American Shutter Systems tv. n PTiaii oiiE "guwN Rr: cC. •^%C : TILLiT.TESTING h ENGINEERING COMPANY Q o Association, Inc: 1 OLD T$-oe5 7/27/x nam 07/27/17 tl4\\b, 8355 N.W.Sblh 5 s. 366..uia¢INw aw6as;FLOROA»Ta .}268 Westroods Drive 2 y� PnR�e (305)571 1530: Fa.:(W5)871-031 DRAWING No S+ � d a a UlleenORoi.tam West, Palm Beach, FL 33407 s. /Qi+ EB-Doo@719 17-107 IIIWALTER A TLLIT J,.P.E. t� - ''IriitalPi✓_•' FLORIDA U.111 44167 5 - SHEET P.E. SEAL/SIGNATUR€/DATE 6 10 4F 20. SCHEDULE #1 SCHEDULE 42 SCHEDULE #3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* 1+" MAXIMUM SHUTTER SPAN*I+" TA nTipt4 LEGEND -NOTE1 ((t.). FOR INSTALLATIONS w/ ` d�Q$,(SiAt- OR "L-" (tL) FOR OR "L-" ((t.) INSTALLATIONS INSTALLATIONS'Wf yV CONCRETE & WOOD (t) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK or +� or or R GRWW// ONE HV LOCKS MANsoRY POSITIVE A.S.D..DESIGN PRESSURE RATING. HD LOCK I9 w/ NO LOCKING RODS or ONE HV LOCK or (b or @ — L-:t.W-ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTFRMA 28 29 W/ ONE W/ NO LOCKING RODS NO LOCKING WALL A, B, C, D, E, M, N, 0, P, O, A.S.D. DESIGN PRESSURE RATING. C� ODMOUNTING F. K & L R. S, & V. }0`1`" LOCK 30 W/TWO LO( NG (SEE NOTES t.t!') (VALID,FOR MOUNTING moi, (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP& BOTTOM EE SHEET 7) FLOOR/CEILING G. H, I, 11, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONt,7C7E17FF1 INSTALLATIONS 0 CONCRETE },;CONCRETE&WOOD MOUNTING & CRV .D,DEI - N�PDEV =,F-LO-OR/CEMMUING NA%1NP INSTALlATI0N5 GIVEN DETERMINE POSITIVE AS.D. DESIGN PRESSURE RATING, as a-�Gy asn aEscNasa.atsrca+ PRESSURE WALL MOUNTING FLOOR C'UNG PRESSUREPR`-5SURE FLOORICENNG MOUtmNG GIVAN NEGATIVE MAXIMUM SPAN •L+'FROM SCHEDULE. aa�Nc / runtyRATNO GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, �aI) MOUNTING ( OR (".)1 TING :°oa')1 BOOR MLI.IdOUttnNG '�" DETERMINE MAXIMUM SPAN"L-"FROM SCHEDULE. CR-> VMAXIMUM SHUTTER SPAN 'L+"OR 'L--FOR L+ (it) - L-(8) t+ {%j L-(pj ) L t (Ij t-(8) FINAL AWOMUM ALLOWABLE SPAN IS EQUAL TO THE 30 Oft LE 16' 0'. 16''0' 16'-0' 16^D 30 0" 30 16'-0' 16-0" INSTALLATIONS INTO WOOD S1ia11 BE UMREO TO 105 ps1,A.S.D.DESIGN PRESSURE RATIN JN1F3Slb1 DETERMINED SPAN BETWEEN'L+'AND'L 14'-10' 15-2 16'^0- 35 14'-i a" r4'-10' 35 15'-2' 16'-10' 35 14'-10" 40 13'-10" 13'-10' 14'-2" 15'-2- 40 13'-10" 13'-t0" 40 m 14'-2" t5'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1• Y3'-1• 13'-4" 14'-3' 45 13'-1 73'-1" 45 13'-4" 14'-3' "i' HV CORNER CENT£RNATE R3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' T2'-5' 12'-b" t3'-7" 5p 12'-5"� 12'_-SSS 500 i2'-3" 13'-1"- MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOtlRfCEIUNG MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION b2 55 11'-10" 11'-10' 12'-I' 12'-11• 55 1I'-10' 11'-10' —55 11'-1• T1'-71` FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE _.. __- .... NOTE I¢5,SHEET 5: 60 tt'-4". it'-4' 11'-7' 12'-4' 60 t1'-#" 11'-4" 60 10'-2" 0'-ti DETER: 65 t0'.-10" 10'-10" 1t'-1" 11'-11- ^m 65 td'-70" 10'-10" 65 9'-•5" f0'-1 0I+-MINE: - U+= MAX-SPAN FOR WALL MOUNTING INSFAUATl0t45. 76 SO'-6" 10'-6' 10'-9" 9 t'-5' _ 70 10'-6' To--6" 70 _8'-9 9-4` La+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75' 10'-(' 10'-1' 10'^4' 11'^1" 75 10'-7" 10'-1" 75 $-9. j i'EXCEPT THAT!MAXIMUM SHUTTER INSTALLATIONS, 80 9'-10` 9'-10" 10'-0• 0'-9" $0 9'-S0' 9'-t0" SPAN 1+'OR L-`AND MAXIMUM A.S.D.DE51NC FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE 85 9'-6" 9'-6' 9`-9' 10'-5• 85 9'-6' fl'-6" RATING 90 9'-3" 9'-3' 9'-5' t0'^7" 90 W-3' 9-3" OR CONCRETE BLOCK SHALL 6E URft1E6 AS FOLLOWS! DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 9'-10" 95 9' LIMITED TO +64,-72 p.s.1.AND 8'-0' SPAN, SEE L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9• W-4' 9'-0" 9--7- 100 V-9' 8'-4" MOUNTING M@ON SHEET 7. INSTALLATIONS. 105 6'-r 7-i I" W-9' 9'-4• 105 8'-7- 7'-I1' 110 8'-4" T-T 8'-7" 9'-2"_ 110 6'-4' Y-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 6'-2' 7'-3' W-4' W-$I• 115 &-2• 7'-3' SEPARATION T4 GLASS SCHEDULE MINIMUM BETWEEN •Lt+", 'U.% "Lt-"AND 'l2 120 6'-0' 6'-it' 8'-2' 6'-9` 120 W-0• V-11" (4) 00 TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 .p_.t0' 6'-8" 8-0• W-5• 125 7'-10' 6'-8" ALLOWABLE SPAN AND NEGATIVE A.&M DESIGN 130 ry'-8' 6'-5" T-10' 8'-1• 130 7'-8' 6'-5" WIND. ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 Y-r s'-2'Y 7'--9- 7'-9' 135 7'-7' 6'-2" MINIMUM SPACING. 140 r-5" 5'-11• 7'-r 7'-B'- 140 7•-5• 5'-11' ASTM E-1996 SEPARATION 145 T-3' 5'-9' T-5' T-3- _445 l,'-3 ,TO GLASS 1'50 7--2" 5'-7' 7'-4' 7-a' 150. 7'-2' 155 7,-0 5'-5' 155. 7-O- 5=5' 1, THRU 3 1' 160 s'-Ti W-2-.. 7--1• s'-T 160. 6'-11° V-2- 165 s'-to' S'-t" T-0• s'-4' 165 s'-1D" 170_ W-9' 4'-11" W-11" W-2' 170 6'-9' 4'-14" 175 '6'-7` 47-9- 6'-9' W-0" 175 W-7- 4--9- _........ISO 6'-6" 4'-B" S'•-TQ" 180 6'-.6' -4,-6' H-V BLADE 185 6'-5' 4'-6` 6'-7" 5'-8" 185 -6'-5' 4'-6" 190 6'-4• 4-5" 6-6- 5'-6" 190 4'-5• 195 6'-3' 4-3` 6-S' S'-5' 195 6-3' 4'-3' 200 6'-2• 4-2", 6-4' 5'-3' 240 6-2' 4,_2' 205 61-1" 4-d 6'-3" 5'-1' 205 6'-1' L47 "�w7� FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone /� 92017 TLTECO,INC. 432017'EASTERN METAL SUPPLY,INC. l' GENF`, B HA H TM. z --- ,,��,.1 • ` /T1Accordion Shutter System �+► LTE it Q (I Mi c. A■NS■A p H.V. BLADE#1.W/OR W/0 TLV.IMNDUN BADE YAiE t American Shutter S stems 71LLLT TESTING & ENGINEERING COMPANY Y cv.x aEscRlrTtaH DMtt DOWN sr:-M&Y.t.G. d5 . Association, Inc. I OLD 15-085 7/27/1 CAVE- 07/27/17 ." 1y 6365 N.W.38tR St Si 305,v WNt4 CARDS.%FLMDA 331 . Phase:(306)871-1530.Fax:(305)871-1531 4268 Westroaas Elrive 2 DRAWING No �M1�T ............ Cti�1� a a:Lal�aaoaaLoam West Palm Beach, FL 33407 3 17-107 7—_07 'V Stn l �,,1 ES-0006719 4 A V L tt 'WALTER A MU.4 Jr.P.E s SHEET FLORIDA LT../44167 P.E. SEAL%StG'VTURE/DATE 6 11 OF 20 . + 1 :III .1• :�1 .: '... .+ �Ii. •�I' •: +. :41 +: •. :al MMMON1800,61,11mOMMU . 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('c-3 ks;) nuGMutt @WALL SILL MOUNTING GG CEILING MOUNTING H&FLOOR MOUNTING ^ 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.DUIL.DEX.(Man.Vc=3 moi) SPANANCHORS SPACING,LEGEND 1/4"P x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min,S'c"+ 3 kI4 (N) .+' OE',.CN;NFC41trE. R411NG S0. NEfAINE Pf8591NE gATLPo _ D: tiEFA7NE' RAtINO - 1/4"P BLUE TAP.CONCRETE ANCHORS W/CAP AS MANUFACTURED By FLORIDA FASTENERS DIRECT,INC.(Min. Fc -2 ksi) TAPCON OR - 1/4`0 TAPPER+ANCHORS AS MATIUFACTURFD BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY 36. 4q 80 75 90 i20 Tb0 205 30 40 60 75 96.t2O i60 205 39 40 6q 75 90'i20 i6D 2GS TAPCON vAitt ADVANCED COMPANY OR ANY OTHER APPROVEDLICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASS CATION,INC. 14 12 10 '.0 .8 8 s 5.5 14 12 to 9 a 8 6 6 14 12 10 8 6 6 e 6 THREADFORM TECHNOLOGY (Min,t'c 3 ksa) I4 T2�111 `4 'a 6 8 6 14 12 t0 9 a 8 s 6 14 12 18 9 8' 8 6 8_ ALL POINTS SOLID-SET OR LESS 14 12 10 9 8 8 6 6 14 12 10 9 a 8 6 5 14 12 10 9 8 8 6 5 BLUE TAP W/CAP NOTES; 14 t2 10 4 8 .8 6 7 i4 12 to 8 8 8 6 6 14 12 10 9 8 8 6 e TAPPER+ At)N.tNiMllM EMBEDMENT IVIED POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TTS+PER+ 14 12 10 9 e 7 5.5 3.5 54 12 10 9 a 8 6 6 14 12 10 9 8 8 6 5 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0' 14 12 10 9 B 0 6 fi 14 12 10 1- 8 a 6 6 14 12 10 9 8 6 6 55 14 12 t0 8 8 8 S < t4 t2 10 9B 8 6 45 14 12 10 9 8 5 4 35 A2)MINIMUM EMBEDMENT OF Ileo x 3/4"ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE NO MOMENT 1♦ 12 to 9 8 .8 6 4.5 14 12 10 9 a 8, 6 55 !4 12 10 9 8 8 6 4.5 INTO STUCCO SHALL Be PERKFTE. 1/4"0-20 S.S.MACHINE SCREW USED$HALL DE 1 1/2'LONG MINIMUM SHOULD STUCCO t4 12 i0 9 7.5.5.0 3,5 - 14 12 10 9 B 8 6 5 14 12 70 9 a 7 55 ; •S(TE lDlaA1N1;6 OF USE FOR EXIST,AND/'MINIMUM FOR WALLS WITH NO STUCCO, 14 12 f0. 9 8. 8 6 6 14 12 10 9 B 8 8 8.5 14 12 t0 9 8 8 B 45 8:n0E iiA SH2't 14 5•-0' 14 12 10 It 8 M- I 14 12 t0 9 8 6.5 •5 3.5 14 12 t0 8 6,5 5 3.5 3 A3)IN CASE THAT PRECAST.STONE;PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTINGWALL Oft 11402.14t2 10. 9 8 T4 12 t0 9 8 8 S 4.5 t4[12 i0 9 8 6 45 .73 ANCHORS S1Wi BE LANG ENOUGR TO REACH THE MAIN 5TR1iCTURE BEHIND SATO WALL flNi5HE5.ANCHORAGE SftALL BE AS iNDiGAT£D ON t; t2 9.5 7.5 8.5 14 12 10 9 0 75 5.5 4 t4 10 9 8 _6 4.5 L5 NOT"A1)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR.EIFS WITH OR WITHOUT METAL SFUDS CONSULTTHIS ENGINEER.FOR to 1t0 s 8 t4 12 10 98 8 b 5 14 t0 5 INSTALLATION INTO ETES WITH METAL STUDS SEE SHEET 20.6,-0" 14 12 10 9 75 - 14 12 10 85 7 5.5 4 3 14 8 85 5,5 A 3/4 12 70 9 a - 14 i2 10 3 8 8.5 5 .73 U s0 8:5 8 S 4 - (B) TO EXISTING CONCRETE BLOCK;{ASTM C-94) 14 12 8 6.5Sly - t4 12'10 0 8 454.S 3.5 14 10 e 7 5 3.5 7 1/4 p TAPGON qR TAPCON WRN ADVAHCED THREADFORM TECHNOLOCI'ANCHORS,AS MANUFACTURED BT 1,7.W.BUtLDEX. 14 12 t0 . 8. - 14 t2 to 9 a 7 5 4 14 10 9 7S 53 4 3 1/4'0•3/4'ALL POINTS SOLID^SEI'ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECW.TY COMPANY. 7-d. 4� t2 to 8 6.5 - t4.72 8 T.5 6 1:5 35.E s4 7 55 4.5'3.S - - if4`0'BtUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY ft0(11DA FASTENERS D! BY QVC. I2' 10 8.5 7.. - ti. 12 10 9 75 5:5 4 - 14 9 7 75 4.5 - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BYPOWERS FASTENERS•INC.,AND Di5TR18UfE0 BY ALL POINTS SCREW, BOLT&SPECT4CT! COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,IVIG. 14 it 7 5.5 45 - 14 12 10 9. 7.5 5.5 4 14 9 '7 6 4.5 3 - 8.-O. 14 12 10 '.9 0' 6.5 - - 14 72 10 9 8. 6 -4 14 12 10 8 85' S. 3.5 - NOTES: -14--12-8.51'7 15.5 3 - - 14 12 8 65 55 4, 3 12S 95. 6 5 4. 3 - e.i)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND 1APCON 14 i2 8S 7.5 6 - 14 12 9.5 8 8:5 5 - - t4'12 8 6 6,5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.3 6.5_". 15- 3:5 - - - 14 12 10 8 65 5 - - 14 12 8 6.5 5 4 - - g,-Q. t4 i2 to 9 6 - - - 74 i2 t0 9 TS 4,5 - = 14 12 85 7 S.5 4 - = B.2)MINIMUM EMBEDMENT OF t/4*0 x 3/4'ALL POINTS SOUO-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO t4 1L5 ZS 6 4 - - - N 11 7 5.5 5 3.5 - 11 8 55 4.5 3,5 - - - EMBEDMENT INTO STUCCO SHAD_BE PERMITTED. 1/4"0-20 S.S MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 65 45 - - 14 12 as 7 8.5 4 - - 14 10.5 7 5S 6 4$ - - EXIST.AND t"MINIMUM FOR WALLS WITH NO STUCCO. 115 8.5 55 4 - - - - 14 12 9 7 6 4.5 - - 14 11 7 617-3-S-5 - - 14 12 l0 9 z5 - - - to t2 10 8 8.5 5 - - 14 12 8 6 5 4 - - 6.3)IN CASE THALPRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. t0-d` 14 10.5 7 5 3.5 - - - i3 95 6.5 5 + 3 - t0 75 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS LYINLAi£Et ON f4 11 7S 35 - - - - 14 115 9 6 5 < - - 2S 95 6 5 4 4-.- - NOTES B.1)&B$)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. t4 t2 8 6.3 55 4 - - 2. t6 6S 5 4 3 - - FOR INSTALLATION INTO S3FS WITH METAL STUDS SEE SHEET 20. 14 12 f0 - - - 14 12 9 7 6 4.5 - - 14 10.5 7 55 45 3.S - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANO SPECIFlCATIgNS OF THE ANCHOR'S MANUFACTURER. 9.5 5 - - - - 12 9 8 4.S 4 3 - - 9 7 4S 35 3 - - 14.70 7` - - - - 14 105 7 5.5 45 - - - 11.5 85 55 45 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE IF VERSUS SPACING.RELATIONSHIP FOR ANCHORS. 0.5 7 4.5 - - - - - 14.11.5 7.5 6 S - - 12 9 6 4.5_ 4 - - - 14 E2 'ta - - T2 8 65 55 - - . 53 iq0 6.5 5 -4 - - - EDGE pisTANCE YFj2SU5 SPAC)j+iG SCN OU FOUR ANCHORS 12'-0' B SS'f 3.5 - - - 6 6 4 J - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED 8ELOW.FOR E.D.LESS THIN THE INDICATED.REDUCE ANCHOR SPACING 13 9.5 6.5 5 4 - - 0.5 8 5 4. - - - - BY MULTIPLYING SPACING SHOWN ON.SCHEDULE BY THE FOLLOWING FACTORS, 9 8.3 - - - '- - '14 10,6 7 S.5 A.5 - - 1- '7 B.S.35. 4'.S 35 - - REDUCED.SPACING.OBTAINED USING FACTOR.SHALL NOT BE LESS THAN-MiM16iAUM SPACih'G INDICATED FOR FALH ANCHOR TYPE. 14 12 - - - - 14.i t.$7.5 8 5 "9 6' #.5 4 .. _FACTOR 10,5 8 - - - - - 10 7.5 5' S 3 - 5.5"; 3 _ _ ACTUAL TAPCON WITH ADVANCED TAPPER 125 e.S - - - - 12 9 i 4.5 4 - 7 5 4 - - EDGE 1APCGtJ ALL POINT SOLID§Ei BLUE TAP W/CAP1 V B E OR OlCTD. THREAAN.SP TECHNOLOGY NTN.SPACING 8 b - - - - t3 98.3 5 - - 5 7S �3 ♦ - - - ED. MIN,SPACING.-3' LIN.SPACING m 3` MM.SPACING=3.ill` MIH.SPACING m 3 3 3/a'_Nmw14-0' 1412 - - 14 105 7 S.5 - e.S45 POURED CONCRETE& PWRED CONCRETE h POURED CONCRETE&tp 75 - - - - s T s.sas_ s 3s 3 BI AD Pavan WICREtE ctt+cRtt1E aDDc MIRED CO47M CONCRRETE BIGOT 1t5 8 - - tt 8 55 45 - - - 6.5 <3 - - - �� i DO CO UN D,,NCRETEBt.00K yN,EO"3 ij2'Ltit.E0.+2 tj2" CUNC'CETES LOCK C'QUCR( tYOCK 1tN E0."3 ij2"tLN F.A"2 tjY 9 8 - 5 7 45 - - - - 3" 1.0 0.90 1.0 0.78 !.O Ob4 1.0 t4 Iq 6s - - - - 5 6 5 - - - - BLADEWORKING 2 1/2" - O.Bi _ t 0 0.67 1.0 p - - &5 6.5 4 - - - S 5 ] - - - - i.N UNISONS 2' 0.71 - 0.51 - _ _ _ _ _ 10.3 8 5 - - _ _ 5 0 4 - - - - - 7 - t S 85 55 - - - - 8.5 4S - - - - - T 3/4' - 0.910.43 16'^0" 14' 75 5 2` 0.35 - - 0.35 B 8. 6 4 g5 7 5 FLORIDA BUILDING CODE( on-High Velocity Hurricane Zone `'�� r� ~, UECO,INC. ®2017 EASTERN METAL SUPPLY, INC.. ,T`4�� p2Ot7 TIl��l=. _.. __.BERTHA VTM U N "�: A Accordion Shutter System JT . o. it r7WLTEM57,KKV IXADE#1 W/OR W10 KV. WINDOW BI M American Shutter Systems REV.N. DESCRIPTION DATE DRAWN SY LC. TILLtT TESTING.& ENGINEERING COMPANY Association, IAC. 1 OLD 15-085 7/27/17 DATE: 07/27/17 6355 WX 36th St..SW.305.VIAMI A CMDWS;FLORIDA 331 pno-:(3gs)871-193D.Fcx:(sps)671-1571 4268 Westroods Drive, 2 DRAWING No ... o-maO:UOwr700Lc m West Palm Beach, FL 33407 3' 17-107 + .......:. v4t+1 WALTERA.TTILL418r.P.E. 4 P.E._SE N 6�TVb9[/DATE FLORIDA lk.0 44167 $ SHE ET QF 20 �+�ax„IM (jn_SCHEOULF FOR A MEN MAX. SHUTTER SPAN, &S.0 DESIGN NEGAINE PRESSURE RATING AND A GORRESPONOINC 40 1N71[yQT-YRE FOR CONCRETE OR CONCRETE BLOCK INSTAL LAMONS (SEE MOUNTINGS I.J.K 7t L ON SHEET 7) POURED CONCRETE POURED CONCRCONCRETE BLOCK C/�J HORS.SPACING LEGEND MAXWUY t.WALK OVER& 11 IRENCH q)-NGUARD MOUNTING (�}K WALL/FLOOR MOUNTING QWALL/WALK OVER MOUNTING TAPCON OR ..-._._......_NOu _...:__._... SPANMS16N'.6CGF1@E-v'>aE WM RA1w0(,f .S.D.oT5M211scTW Ppeom:WM(Pd. 5.DLyRi lo:Gl1NE P aAIt" ►5.0.osm""I'M P RA1106(1131 TAPCON WITH ADVANCED 30 40 60. 75. 90 120 160 205'.30 40 60. 75 96 120 160 20.5-30. 40 60 76 90 120 160 205 30 4D 60 �7s 90 120 160 205. THREADFORM TECHNOLOGY_ 14 1210 9 a 8 5 6 12 112 112 112 12 1.5 64 6 7 7 7 7 7 11 17 &515 5. S- s s "s 9 ALL POINTS SOU -S 3•-0, 14 i7 10 9 6 8 6 e t2 12 12 72. 12 12 9.5 7 :7 7 7 7 7 7 7 7 5 5- 5 S S'.5 5 5 OR LESS 14 12 t0 "9 8 8 6 0 12 12 12 12 OS 8 d 45 7 7 7 7 7 7 7 6.5 5 S 9 5 5 5 5 5 BLUE TAP 14 12 to, @ 8 e 6 6 12 12 12 12 t2 54 7S 8 1 -7­7 7 7 7 7 7 S 5 5 S 5 5 5 5 TAPPER+ 14 12. 10 9 9 8 a 6 12 12 12 12 1.5 6S 85 S 7 7 7 7 7 7 55 4 5 5 5 5 3 5 8 4 4`-O• 14 12 10 9 8 8 6 6 12 42 12 12 12.95 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 8 5 1144 12' TO fl 6 8 6 d 72 12 12 9.5 8 6 4S 3.8 7 J 7 7 J 7 b.512 10 9 8 86 0 12 12 12 12 1tl 75 5.5 4 7' 7 7 T 7 7 S.d 5 5 5 S 5 5 5 572 70 '9 8 a 6 a 12 72 i2 ii 9 7 5 4 -7 7 7 7 7 55 4 3 5 5 5 S 5 5 4 3 12 IO 9 8 8 6 6 72 72 12 72 '10. 7.5 5S 4 7 7 7 '1' 7 7. 7 7 5 S 5 '.5 5 5 5T2 10� 8 8 8 8 6 22 t2 9S 7.5 6 4.5 3S 7.. 7 7 1 T 1 :5 3S 5 IS 5. 5 5" 5 SEE ANCHOR t2 f0 9 B 6 6 6 12 I2 12 85 B B 4.5 - 7 7 '7 7 7 7 55 4 5 5' S 6 5 5 S 4 14 12 10 9. 8 e 6 8 12 12 1.5 9 75 S,5 4 ] 7 7 7 7 7 as 3.5 - S 5 5 5. 5 4.5 3S ^ SPECIFICATIONS 6•-p" t4 T2 70 9 8 8 8 b /2 T2 S2 10 8 6 45 3.5 7 7 7 7 7 7 7 7 5 5 5 S 5 5 $ 5 ON SHEEP 13 14 12 10 9' 8 8 6 B 12 f2 8 6 5 ♦ ]. - 7 7 7 7 7 9.9 4 5 5 3 5 S 5 ,4 3 I 4 t2 10 9 8 8 6 8 72 12 10 .B 0.5 5 :73 - 7 7- 7 7 7 8 4.5 5 5 5 5 5 5 4:5 - 14'12 10 9 H B 6. b 12 12 10 a 6.5 5 3.5 - 7 7 7 5.5 5.$ 4 - - 9 5 5 S S 4- 3 - 7,^O. 14 12 f0. fl. a 8 6 b 12 t2. 12 85 1 5.. 4 3' 7 7 7 7 7 7 .7 6 5 5 14 4Y' SO- 9' 8 8. 5 8 ix 1tl 6S 5 4:S 3 - T 7 T 7 6.5 S 3 '5 5 'S 5. 5 5 3.5 3, 1+ 72..ao 9 a e -s s 72 u'.a5. 7.s5 + - T .7. 7 7 7 s - s s '.s s O VALID ONLY FOR UP TO +70. -75 74 12 iD 9 8 B 6 - 72 72 85 7 5.84. 3 7 7 7 SS +5 3 - 6 5--5 3.5 - - PSF A.S.D DESIGN PRESSURE B,^0:. t4 12. 10 8 6 8 6 - 12 72 05 7S -6 45 35'. - 7- 7 7 7 7 '7 7 '4 5 5-'5 5 5 S $ 5 RATING & FOR SPANS:PER TT 12 10 9 a 8 6 - 12 9 6.45- 4 3 - - '7 '.7 7-7 5.5 4 - 5 5: 5 5 5 4 3 - SCHEDULE #3, SHEET 11 14.12 10 8 @ H 8 - t2 77 7.8 s S 75 - - 7 7 7 7S 5 4.5 - - 5 5 5 S 5 4.5 - 14 12 SO 9 8 8 - - 12 1S 7.5 6 5 35 - - 7 7 OS 3 4 - - - 5 5 5- 5 4 3 - ^ 14 12 70 9 s a - - 12 t2 9.5 6S SS' + 3 7 7 7 T T 7 d J 5 5 5 5 5 5 5 5 14 12 10 9 a 8 104 8 5 4 13.5 - - - 7 7 7 8 5 J.5 _ 5 -5 5 5 5 4 J i4 12 10 9 8 8 - 12 10 6S 5 45 - - 7 7 7 d5 5.5 - 5 S 5 9 S 4 74 12 10 9 8 8 - - 12 OS 7 55 4.$IS - - 7 7 5.5 4S 3S - - - 5" 5 S_4S 3.5 - - - la•^O�14 t2 10. 9 8 8 - 12 11 @.5 6 5 35 - 7 7 7 7 7 7 4S - 5 S 5 3 s 5 S 4S I4 :12 10 9" 8 9 - 95 7 45 35 3 - - - 7 7 J SS 4.5 - - 'S 5 5 6 45 3.5 - f4 12 10.. 9 8 B _ 12 9 6- 5 4 - - 7. 7 7 6 5 - - 5' 5 5 4.5 5 - - i4 12_10 9 '8 8 - - 12 9.5 6 S 4 3 - 7 7 5 4 3 - 5 .5 5 4. - 11'-0'14 12 10 9 'B 8 - - 12 10 7 SS 4.5 3S 7 7 7 7 7 7 3S - .5. 5 5 S 5 5 5 4 f/.��� R {f�' 40 9 8 8 - IT 8 + 3.5 3 - 7 7 6 , . - - 5 5 6 5 . 3 �' / N V BLADE E V N LY 14 12 10 9 8 8 - tl 8 55 + - - 7 7 7 5.5 43 - - - 5 -5 5 'S 45 - / 14 12 t0 9 6 - - 1.5 9.5 5.5 4.5 35 - - - 7 7 4.5 3.5 - - - B 9 4,5 3,5 3 - ^ - 12. 4 3 7 7 T 5 3 5 5.'S' S 5 5"4.5 3.5 12'-0-14-14 12 10 9 8 8 6 4 J - - 7 7 65 4S 3.5 - - - S 5 5 4.5 4 3 14', 12 10 9 8 - 10 7.5 5 4 - - - 7 7 6 S - - 5 5' S 5. 4 - 14 12 10 8 8 - - ^ 0.8 8 5 4 3.5 - 7.6.5 45 3.5 - 14 - "5 5'45 3.5 3 -_ - t3,^O: 14 12 10 9. 8 - - - 1.5 BS 6. 4.5 3.5 3 - - 7 7 7 1 '7 .S 5. '5 5. '5 b 4.5 35 14 t2---:.TO' 8 H l W. 35. 3 - 7 .7.J S + 3, - 5 5'.'S 4. 1� _ 14 12 10 9 0 - - 8 7"4.9 .75 - 7 7.5.5'4S - 5' 5 5 45 4 - - 74 12 10. 9' - _ t0 7S 5 4'. 3 - - 7' H 4 'S - 5 5 4 - 14•^0° 14 t2. f0 0.5 8 5.5 4 35 - - 7 7 7 7 J - 5 'S. 5 55 '5 4 3 14 12 10 8 - 8.5 3 ! - - - 7 7 5 3.5 - - 5 9 5 4 - - 12 10 8 - - - - 85 85 4 7 7 5 4 - - 5 5 514 12 10 - - - - 9 7 45 35 3 - - - 7 S.5 3.5 - - 5. 5 314. /2 10 - - - - - R 7.5 5 4 3 - - 7 7 7 7 .7 - 5 5 5 55 9 4 3 14 12 10 - 6 4.5 3 - - 7 7 4S 3 - 5. 5 4514 12 10 - - - R 6 A - - 7 '7 5 - 5. "5 5. 4.12 10 - _ _ _ .. 85 6.5 4 3.5 - 7 S5 3.S - - 8': 'S 3,5T412'10. - - - - 9S '7453, -a - 7' 7 7 7 6 5 5' 5 5 5'4.5350"14 t2.10- - - - 6 5 3 - - - 7 6.5 '4 -- - - 5 'S 1 3.51412 10 - - - - 7.5 b.4 75 - - - - 7 4 rtr - - S 5 45 = - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1t pA�. 02017 i1t.7ECo,MC. X92017 EASTERN METAL SUPPLY, INC. 14, r !�� 4 �" : I:L E:G C1►-,�:�. , ,;. ■�7lti3■ AccordionShutter System g 7 y H.Y. RAX#1 W/0R W/O KV.'WlND0W BLADE jJ r American Shutter Systems p.N 06sc;'gom om ORaWN Br c TICCIT TESTING & ENGINEERING COMPANY Association Inc. t OW t5-OBS 7/27/1 OAIE 07/27/17 6355 R.W.J6'h SC.Ste.305,VIRWNIA OARDEUS,FRLGROA 3316 42sg Association, Drive I Ph-n ;(305)872-wo.FO><:(305)871-1531 DRAWING No ^ Tfi 111 o-mea:Bit-0-1- West Palm Beach, FL 33407 a - sy�7'}•�•• •••yy'f1 100 , EB-05719 4 17-107 `• A.�y�iVtitti WALIER TMUT ar.P.E. .. FIARIDA Lia d 44167 5. SHEET P.E. SEAC/3teAtAYURE/DATE 6 14 OF 20 MAXiMUM A.S.D. DESIGN PRESSURE RATING FSPONDIN MAXIMUM ANCHOR SPACISCHEDULE FOR A GMAX, SHUTTER PAN NEpS $SURE RATING AIDIG 2NT1NG NTE. (SEE MOUNTINGS ON SHEETS 16&17), U B �T'F:;-= .,C• ,.T I=- SOUTHERN SU ERN P N No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=O 55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR"SOUTH 1/2 MIN, CDX 2 WJ MIN_C-0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN, G=0.36 PLYWOOD MPN Gc 50.So W/ W/ MIN. G�0.45 Y! MIN. G=tl.36 1A�NUM spm(n) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS Wa-I- MOUNTINGS B.O. WAU..MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUN0NG5 W& X W& X W & X P & 0 S&v S &V S&V DSUt R IFd 6fLSS15 Dltt(xQ DSOI ftSNSE P�II91Y sort(¢j 6(t501 IIELR1t t4lDtE PADC l RftR K94AE 1t ML14(�1 MDN 10646E Pima talc(w mm ME mm"art(}8} (E81Y lEG2ME P814$f.Alt i}e1 II.SD,l6xAC RC&1E FAn6(pQ t1471 RiJnZ}Tt�sAEC(pt) tLDA tEt�FH39F4 FAtG{y} 30 a0 6q 75 9D o5 30 40 OO 75 90 05 30"40 60 75:90 -s 30 40 6q 75. 90 OS 3b" 40 fi0 75 90 05 30 40 60 75 90 05 30 40 60.75 90 OS 30 40 60 75 90 05 30 40-"60 75 90 105,30 40 60 75 90 05 •-0"OR [1210 10 9 8' 8 6 6 6 6 6 6 12 10. 10 9 8 8 6 6 6 6 6 6"12 10 10 9 8 8 6 6 6 6 6 6 6' 5 4. 4 :. 3 12 12 12' }2. 12 12 12. 12 12 12 12 12 12 12 12 12 12. 12 4'-0' 1q ip 9 B 8 6 6 6 8 8. 6 12 70 t0 9 8 8 6 6 6 6 6. 8 12 10 10 9 . 8 B 8 6 "8 6 6 fi 6 5 A 4 4 3 12 12 12 72 12 12 l2 12 12 72 12 12 12 12 12 12 1212 5 tq 70 9 8 8 6 6 6 6 6.5,5 12 10. 109 B $ 6 6 6 6 6 5 7211q 10 9 8 7 G. 6 6 6 6 S 5 5 -4 4 4 3 12 12 72 f2 12-t2 92"12 12 12 72 t2 12 12 12 t212 0.5 6'_p• 10 10 9 8 6.5 6 6 6 6 5.5 4-5 12 10 10' 9' 8 5 6 6 B ,5 5 4.5 12 10 10 9 6 3.5..6 6 6 6 5 4.5 6 5 4 4 3.S - 12 12 12 12 12 12 12 12 12 12 12 72 12 12 12 12 1q 8.5 7•_p• 10 10 9 6.5 4- 6 6 6 .5 4,5 4 i- t0 20 9 S 3 6 6 _6 5 4 3.5 12 10 10 7- .5 - 6 6 6 5 a 3.5. 6 5 4 4 - - 12 t2 t2. 12 t2 12 12"}2 t2 12 12 0. !2 72 12 0.58.5 7,5 8'-O• 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 f0 10 8 3:S-- 6 6 5[4- 3.5 3- 12" 10 f0 4 - - 6 8 5. S 3.5 3 6 5 4 - - - 1212 12 12 72 12 12. i2 12 12 11 9.5 12 12 1.5 9 7,5.6:5 10 70" 5 3.5 -. 5 6 5.5 S 35 3 i2 Tb 9�4. -.- 6 ,6 4.53 3 72 70. 4 3. - - 6. 6 4.5 4 .3 ) '6 5 3.5- - t2 12 12 !2 ,T2 10: 12.22 !2 it. 9,5 8.5 12 52 10 8 8.5 5.510 7.5 4 - 6' ( 5 4 3 -12 10 6 3 - - 6 6 A 3. - 12 10' 3 - - - 6 6' 4 .5 3 6 5 - - - 12 12 12 12 1.5 9.5 12 12 12 0, 6.5 7.5 12 12 9 7 6 5" .90...5.512 10 4.5- 2'i0- - - - 6 5.5 4 - - b 5 - - - - 52 12 12 i2�d0 8:5 t2 12 32 9.5"8 7 12 12 8 6.5 5,5415 12 1p 4.5 - 6 6 4 - 110 - - - 6 S - - - 12 12 12 1.59.5 8 12 12 91 8.57 fi 12 1.57.5 6 5 412 10 6 6 - - - 12 10 - - - 6 4.5 - - - f2 7:& - - - - -• b 4,5 - - - 12 12 72 t0: 8.S 7.5 12 12 10 B 6S 5.5 !2 0.5 7 S.5 4S 4 iq•_p" 12 10 6 5.5 - - l2 7 - - - 55 4.5 - '- 1$ 7 - - - - - - 6 3 - - - - 12 12 12 9S 6 6' 12 12 9.5 7.5 8 4.5 12 9.5 6.5 5 4 3 t2 -• - - '• 6 - - - - - 12 - - - - 5 - - 26 - - - - - 12 12 ii2 - - 6 - - - - 12 - - - 5 - - _ 1,5- - - 51 - - - 6 - - - - 12 12 10. 8.5 6.5 4 12 12 8 6.5 S 3 1.58.5 5.5 4.5 3.5 - HV BLADE OR 1) HV BLADE W j 1t�A HV WINDOW BLADE WORKING IN UNISON* •SEE U AmoNS of USE FOR BLADE(9 ON SHEET 16 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS To WALL•FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 1 SUBSTRATE SHALL ODNSST OF THE FOU.OWINOI �SOUWXAN PINE N.2 W/G-D.53(N.D-S) -1/4"0 TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/0-0.50 EACH.SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G=OA3(N,D.S.) UCEPTiON;SEE NOTE 2 BELOW. -SPRUCE PINE FIR SAUDI W/G-0:36(N.O.S.) -MW.1/2'COX PLYWOOD.(1986 APA) 2.ANCHORS TO HOLLOW COUNG SK"BE AS PER MOUNTING TYPE.U,SHEET 17, AND SHALL CONSIST OF LAG SCREWS AS FOR NDS 2015 SPMRCATWNS: 4.ANCHORS SHALL BE IHSFAI I.EO�FO7LOWING ALL OF THE RECOMMEROATLONS AND SPECIRCAFONS SOF THE 'ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non_High Velocity Hurricane Zone t,/11i �!�•-.•, 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY. INC. BERTHA HVTM /r h A A Accordion Shutter System . w.. . ■ KV �1 E ti�O LNC . IXADE#1 W/OR W/O.KV.WlNDI V"BIAX TiLLIT TESTING & ENGINEERING COMPANY American Shutter Systems L1.N DEscRIPrioH DATE M71 is y! �>f Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 S: assn H.W.x n s s o:.05 w clraa GARDENS.Fuxtm 331 4268 Westroods Drive 2 Piton.:(305)671-1530.for:(305)871-1531 DRAWING NO t S'�1''•;�►i1U �,��4E1►1� ami;tnt.coe.doom West Palm Beach, FL 33407 a �7�� 7 n EB00779 WALTER A-0SIII8JT.r.P.E. P.E. SEfCj3t;1dA'�UREfDAiE FLORIDA Lrc.A a�ts7 6 S 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOL} BUILDINGS FOR1 HV & 9 HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— OFR INS ILLATIONS INTO WOOD WITH HV BEKDE (i)ONLY ALL BE LIMITED T 105.0 psf. A.S.D. ESIG ESSU E ATIN2. SEE SHEET 18 FOR MAX WALL FINISH SSPAN & DESIGN LOAQ FOR INSTALLATION WI H BLADE 1 & LNORKING IN UNISON TAPCON OR £p-• EQ-�-•r—�---2'M7N. TAPCON WITH ADVANCED 4'xOD{MinM EXISTING ?-'tt �` EDGE (IF APPLICABLE) WOOD BEAM REQUINCO. / / I I !•,.,;` - O 1HREAOFORM TECHNOLOGY STRUCTURAL.ADEQUACY - / J r �,. t j Vt/T t/2'Min.PENETRATION t/4 e-2gx3j4'S.S. OF CKISTING WOOD REAM / ^--•_ .•--.W OF THREADED AREA TO IP OIl; I EXISTING W000 HEAtlER. r t" PNILL S TRUSS HFJJ7 TO 6E CERTIFIED BY l '-' - _ E--E%tSnNG WOOD . !,., +'•, n I tdin. MACHINE SCREWS REGISTERED ENGINEER Oft- `,�.;' _. SCHEDULE ON SHEET 15) W/ 1/4-20 NUTS ARCHITECT PRIOR TO "-EO-T-EQ -t-- - r TRUSSES OR I I ® 12'p.0. St1UTTCR INSTALLATION. .� qqq I 1/2" 1/2': RAFTER/9 24` O.C.REQUIRED - - tj4'm TAPCON OR ;,1 EXISTING SOFFIT t, TAPCON WITH ADVANCED ' v Lc z' N .257' THREAOFORM TECHNOLOGY '�' I 3/4`Max.7HK. Mex. Wf 1 1/2 Mut PENETRATION - 14x3 4 EO EQ 1'x4"x7/b'CONT,ALUM.TUBE Of THREADED AREA TO E0+ ED 7� S M 5./ t 1 U/ `'+5 l! �.�OP71C7NAl DUSTING WOOD HEADER f,+ � (SOb3-TB ALLOY)RE (SEE SCHEDULE ON SHEET ts) Y 111 b`O.C. 7 O (3)Sjt B"m LAG SCREWS TO MEXISPNO. oror 15 I or 13or 15 EACH RARER oR rNuss. LOCATE tAG S REW$XISTIN AT MIDWIOTH OF C%ISDNG WOpti MM 2'z4" 1 t I MEMBER (2'Min. NoMiNAL EXISTING-�•^-I HEADER RED'D.MtN.SEPARAT?pN TO GLASS OPEN HOLE AT EACH WIDTH)W/2'A{En. GLASS IEXISTING I I STUD TO ACCEPT II PENETRATION OF THREADED (SEE SCHEDULE ON SHEET 71) GLASVAUD FOR S_ x 5/15'0NT TAG SCREW I{# 1NS7p LATIONS WITH 72pf I �q AT CENTER OF TUBE. 3#IFjlII!?t( L I SEPARATI I ' MAX.A.S.D.DESIGN LOAD AND HV WALL HEADER INSTALLATION So�cu ON SHOT IXC S , NN smdaISM INSTA MAX.SPAN.THIS OM 7a tow(SEE N CUSS- To QA6 i5ff V-07:MA IS ONLY VALID I t FOR Fad[L mAw /^ � sahma ON FOR WOOD W%MIN. SPECIFIC I ON SHEET t9 KA (110 DR 'V" i tt FOR BIdOE Q)RO GRAMM OF 6.50 AS DOUGLAS tt - Ok ShJT iD fLR 1IR OR -I-uAl>E.sQX& '7 I HALE 0)&@) 1 OR 1OR EQUAL.UTHERN PINE Na.i, <o A I-SEE 5Ht2I 4 FOR TPICAL SHIITRR ASSEMBLY t" 2-MOUNTING SECTIONS CAN 8E COMBINED TT HV CEILING INSTALLATION U HV CEILING INSTAL '[I0 tN ANY WAY TO SUR ANY INSTALLATION. aT G= SIX t ORSHEET ( MIN.SEPARATION TO CLASS EXISTING 1 Safl)EEL+aDEt I J TO SEPARATION I I T "- (SEE SCHEDULE ON SHEET 11) a,y�T is Fai GLASS I(SEE SCHEDULE I 1 EXISTINGt __� ( ¢ ¢& ION SHEET 11) I I CLASS-_!� j I I i ALTERNATE_ I $ WALL^^^��� _ I pCAnpN CHOR EXISTING G FINISH i i i/4^ 6 7 ' a 4N. �1 3j@ umC g/Dxs/a HEX G (1 —# E 2"xb"MIN.ty `^' i --WASHER HEAD TEK // j tdax. I I J(• DECK REQUIREDISH 13 OR 2"x61 MW.WOOD - _ SCREWS:® 72"o.c (NO FINISH DECK REQUIRED IND ,,,�;_.,..._-=-,•. j ALLOWED). '•,, t I F FINISH ALLOWED) _._ _ EDGE _ - -..'._ I 3 I 19 EDGE OF.PECK v-•J2 ""- j�pF ��—�_— EDGEIF F DECK iBLE v Q,, Q" IF APPLICABLE .�.•„ ci .D:-� �_ APPLICABLE �- t.'L._ 1/4 11-20014-S.S. !„_._.. "... {I I I 1/4"m TAPCON OR PHIWPS TRUSS HEAD ?-MIN; ---y.- I, III ! TAPCON WITH ADVANCED M'n' MACHINE SCREWS. -""r= --- 1/4'0 TAPCON OR TAPCON WI Tt+ADVANCED + I E -21x4 COIR !a TF{REAOFORM TECHNOLOGY W/t/4`-20 NUTS THREADFORM TECHNOLOGY WJ 7 MIN.""— L 1 'I SILL PLATE I.� W/ I 1/2"Min.PENETRATION G 12'O.C. ?/4'p TAPCON OR TAPCON WITH ADVANCED THRFADFORM --2`MW. PENETRATION OF THREAOED i.REQ D .1 ly f 'OFTHREAUED AREA TO TECHtdOLOGY W/ 1 1/2'.Min.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER(SEE DUSTING Y70pD.HEADER. AREA To DUSTING,WOOD:HEAWER..(S7E SCHEDULE ON SHEET 1,j SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) R HV WALK—OYER INSTALLATION HV WALL SILL INSTALLATION •SEE aF_yDSE FOR HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02017 TILTECO,INC. SUP ^ 02077 EASTERN METAL,SUPPLY, INC. ..........- j 0 �AILS�'• ✓ - --�-�—• DER 'RA �7 TM ' � 11 L 1 E:G V~ A” Accordion Shutter System &S.& RV. elaoE w/DR w/o:Kv vnNDvly ajADE 15-085 1 i American Shutter Systems R DEscRDESCRIPTIONDESCRIPTIONaAT¢ DRAWN eY, Lc. � � TILLIT TESTING & ENGINEERING COMPANY + ALTO 7 y Association, Inc. 7/27/1 MtE 07/27 17 /r @355 N.W.38th.St Wx 305,V.RON CARIIENS.FLO00A 331 4268 westroada.Drive 2 Rom:(305)071-1530.Fax;(305)071-t537 DRAWING No �+"'-7•,.�.I \ {341 A m 1 01-0.w—hr, West Palm Beach, FL 33407 3 �0NAL EINE'.+'"' WALTER A TiWTtJ,P.0 A E {TT FLORIDA Lk.A 44107 5 SHE P.E. SEAL%SIGNATURE/DATE @ 17 OF 20 p+ @«� (,)HV ALAM ACOORDI WORKING IN • GENERAL LMMATIO S AND CONDITIONS OF USE FOR BERTHA udiso LADE I.MAX,A.S.D.DESIGN PRESSURE RATING:+110,- 110 p.6.T. ((( 2.MAX.SHUTTER SPAN:96' __. 3 ALLOWED MOUNTINGS:A D.G&M ON SHEETS 6,7:AS WELL AS nnww'� {MMMOUNTINGS M,0,T.U&W ON SHEETS 16&17. ONLY RUATE;S LOWED WITH 61) TH ARIN OF 5 r'�-"C.� L7,Y W, 6 NUSi 8E wCLUDED{0RY AT RIO�ACCESSµOE OF OPPOSING 4 5 21 A Ob0A N 1-6 CCHTERMA TYP EA.END • • • \ • as 5.(A)HV WiNOOW BLADE(1-A SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3"0 HOLES)FOR 4�4.PER WLADt AT SPACINGS SHOWN ON SHEET 4. 4 MAX:5 WINDOWS � a A :• + s 4.! OF ANY CLEARANCE HOLE FOR V TOP OR BE QOM EDGE OF HY WINDOW BLADE 1� 'ALLOVdEO AT HTVA;� WINDOY!BLPDE o � (C)FIRST OR LW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE i usr (D)HV WINDOW BLADE @ MUST BE USED ALTERNATE TO A SOLID HV MADEG) } � THROUGHOUT SHUTTER'S WIDTH. c • • • '� a as a (EBt)MCE 1 AT-EITHER MA DE OF THEMALWAYS E INSTALLED ADJACENT TO A SOLID HV 5A SEE END CF7 POLYCARBONATE FIV WINDOW L++J SHALL BE INSTALLED SO TFjAT TABS FACE CONNECTION ''♦ • • A e THE INTERIOR OF THE OPENING B NG PROTECTED.tT!WINDOW 4 MUST BE DETAILS ON SHEETS •• ONLY INSTALLED AND LOCKED USING A HW SETTING TOOL PROVIDED BY ASSA, o. 10& 18 TYP. / a+BB FULL HEIGHT.` g 6,SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAUE 1P BUIL 2 G5ON 5HEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES ^ p 7.SEE'ANCHOR,SPACING SCHEDULE FOR INSTALLATIONS INTO POURED .�TcoNaWE OR CONCRETE BLOCK:WALL ON.SHEETS:12&13 AS LIMITED 13Y SPAN AND DESIGN.LOAD(SEE NOTES 1 &2 ABOVE), B.MINIMUM SEPARATION TO GLASS SCHEDULE PER ASTM E-1996: D H /_"\ I SEETOP& REQUIREMENTS) W 11?10¢ �4f �- WIND ZONE MINIMUM SEPARATfOH 70 GLASS --^•-i1NPLA L�IM`ITE'D WIDT 1.17 " 1 THRU 3 1" ELEVATION MN 'Awna4 T° < B.z6 EXISTING GLASS .SEE SCHECUMI SHEET 11 FaT BLAD 7- ` AAD ON THIS simm roe¢ACES(D&V 0 CENT -ES 61�JR W1 f2=1110R ONLY) Typ 06 f_5 4G,0 XI TYP. SYUY CENTERf TEs N'"s°p .. j W/( OR 5 AND yr/o (s£i:'NOTE 4 ABOVE) PI_11N— — "Q' TYPICAL (i)'HV BLADE WORKING IN UNISON WITH WV WfNQ0W,BLApE (1A SHUTTER* dTTTAiAi �f'3r '' FLORIDA BUILDING CODE(Non Nigh velocity Hurricane Zone 02017 THTECO,INC. �X 2017 EASTERN METAL SUPPLY,INC. ycErvsBE HA H Y TM Accordion Shutter System stem T�TE TNG. A.S.S.A. H.V.. BLADE#1 W/OR W/0 KV.WiNDO.W MADE �t7A T1LLlT TESTCNCs & ENGINEERING COMPANY American Shutter Systems CV.-H . DESCRIPTION .GATE 'DRAWN 6Y: L,C:. i - ASSOCIOtIOrla Inc. , OLD 15-OB5 7/27/1 DATE: 07/27/17 6355 N.W.MIN.s4.Ste.ZM MItOI IA GAMM ewROA+.Y a DRAWING No ...........—\�-'t Pna :;3o5)B71-15sD.Fa.:CaDs)a7r-,531 4268.Westroods Drive 2 (+. ntKo6 m.coN, West Palm 'Beach, FL 33407 s 0 SS/OMA �t,Y I', E8-0006719 7'� 1J7 WALTER A T4.LiT Jr.PX '4 FLORIDA Uc,.1 44167 s SHEET RE, SEAL/SIGNATURE/DATE 6 19 OF 20 ASTM2A-BSS CRADE 4q I tin. .....VARIES INSTALLATIONS W/� HV BLADE & HV CENTERMATES �1 , --12-DDD-Max. Mtn.G-BO GALV.STEEL a 2 MRx. 43b INTO METAL STUD WALLS * y0.105� 3- ,n ^ METAL STUDS AT 16.O.C. S -- ----- o 6'o.c. 40 41 y'o°. o a , •' --` -- 112' .475' J4"® .NOMINAL w ; -38 E CONDITIONS- ALUMINIUM SLEEVE t 12 (- .._...... FOR B D ACCORDION 6063--T5 ALLOY... LCI 3/4 X 6 1/4 x O.=_THICK Wn 43c 43c g T SYSTEM EM INSTALLATEON TO METAL STUD WALLS CONT.GALV.STEEL.TRACK OHNxNET:i 6.OZ, b 6"O.C.r:��• N + o ASTM A-65.7 GRADE 40 Min.G-60 1 , - T-'�-� SERARATI M GLASS S�CHcc ULE _. ..-3.opo` ! d kx� GAI•VNIIZED FASTENED TO STUI '�+ " i. MAX. AS.D. DESIGN PRESSURE RATING: +75, - 75 (psf} Mo. W/(2)16x1/2-TER SCREWSON + EXPSTING FINISH 39 t z INTERIOR&EXTERIOR FACE I AS APPLICABLE r 1 2. MAX. SHUTTER$PAN: 84" WIND ZONE MINIMUM i SEPARAnON .43c LENGTH + EXISTING CLASS—i MIN.SEPARATION C 3. ALLOWED MOUNTING: MS ON THIS SHEET. ASTM E-1996 TO GLASS TD GLASS 43 114"aT=20X3" BOLT —(SEE SCHEDULE) Q3 N i (n,P) a 4. ONLY ENTERh(ATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" I m WITH 21 ARRANGED A SY METRICAL LAYOUT. MUST PENETRATE 3c.T" 6 USE 4(2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" f 3/4•x 5 1/4'x 0.035"THICK Mini EXISTNG FINISH 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 450•.- 11..37s�_ OSo" CONT.MV.STEEL TRACK CHANNEL.I a5 APPLICABLE ,, �y I CENTERMA7E. t ASTM A-6521 GRADE 40 Mtn,G^60 , + �� II GALVARIZED FASTENED TO StUOS N 16x1/2•TEK SCREWS ON . 43c —43c "'T--'+--- 037ERIOR&EXTERIOR FACE t @ B OC O B'O:C. ,,, 1/4"0-20 THREADS 4. *# BLADE SLACK DETAIL HVF IS ALSO VALID fOR 43 1/4"0 DLCO CONSTRUCTION w t/2" 1 38 CENTERMATE 21 APPLICATION WITH BLADE )Q PRODUCTS FAB—LOK HD I I usH'_� 43b -x , ,/2'x D.035"TCiGX =;-T7ARIES .) ® 6" O.C. COMPONENTS 1 1/A-653 GRADE 40 '"'2 iMa .•,! Min.G-60 GALV,STEEL 1" ' = t MS WALL HEADER�SILL INSTALLATIQN METAL STUDS AT 16"O.C. Min. ;`•o.";;`,:.': —IXISTMG FINISH AS APPLICABLE SCALE: 3/8•= 1- (TYP.TOP&BOTTOM) v _ _ —— 6 1/4•x 0.035'THICK Min. —�EXISiiNG CLASS _ CDNT.G 65 STEEL TRACK CHANNEL. - - - - - - - ASTN-A-653 GRADE 40 Min,C-60 5YMMETRYCAt SYMMETRYCAL 1 dINTO GEsTIDr 2 IGALvAtrzEo FASTENED To sTuos •" ' •:"' ' I ' '' i ! J VARIES I ' - W/(2)16x1/2'TEK SCREWS ON ,�CENTERMATES W1 i t INTERIOR&EXTERIOR FACE I I 43a 436 qac E TE M ES W { I I C N R AT_.�.�,.I '' (SEE SCHEDULE) MOx, EXTERIOR ACCESS SIDE: I :.INT S SIDE I ; ' INTERIOR ACCES I 4 ---- _ _-------_ -- _ ---- ----------- ----------- =--=- ------"--_---- --- -- - -------- --------------- . ----- --- - ---- -, 6' (1YP) - IN 3 (6"Min.) IN ------------ -- -- - _--- --- - - 12 ----- - ---------------- -------- - - ---- ---- --- - -- - -- ..--11 �1 j 2)42 -- - 21 21 G '-{G� + LOCATED AT(T 7} I 't ; \ HV HEADER/SILL-FNDS ----- -- ---- ------ --- -- -- ----- = ---- -- -- - VIE Y 3 (15,Min) 2 SIDE CONNECTION TO TRACK __ _ _ —_3 1/4-(Typ•) I~-:-. 7" 6 1/2•MAX.SLACK #*_...._-_..) (Cont.) 6 1/2"(Typ.)--'" 7" BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �1 1 ,�.� 62017 RLTECO,INC. (002017 EASTERN,muAL SUPPLY,INC. �6EWS t BERTHA VTM stem7Accordion Shutter Sy TEM7_071CHv #T wj OR w/o RV. WINDOW MADE ■A .jj/�(.> •�t;' iILUT TESTING k ENGINEERING COMPANY !►merican. Shutter'Systems 1v,ff OESCRIpwr . DATE DRAWN BY,. Le.-- t 63ss n.n:361n.se s 3D5.hRat+u cAR60+s.FLOAw 3316 Association, Inc. 1 OLD 15-085. 7/27/1 DAIS 07/27/17 ()��, * 4268 Westroods Drive 2 e STATS "+ ti Phone:(345)811 1530.Fpx:(3O5)B7i-1531 DRAWING No 'k+ �` ,.,nR«oaooLoom West Palm Beach, FL 33407 3 CORID�`: �.�1,L� EB-pDpBna 17-107 nn. WALTER A,TILL IT Jr,P.E. . P.E.SS[L77EAC }4Ef DATE FLORDh Le.1 44187 S SHEET 6 20 OF 20