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HomeMy WebLinkAboutProduct Approval; Accordion Shuttersn ®CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search a - Product Approval b :; USER; Public User Product Approval Menu a Product or Anolicatlon Search > Application Llst > Application Detail FL # FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley lrodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email RECEIVED SEP 0 3 2020 Permitting Department St. Lucie County Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer . ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Walter A.. Tlilit, Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. 0 Validation Checklist - Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE (1),POF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2005. ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By O'm IC0101 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/18/2017 10/18/2017 10/19/2017 12/121201.7 FL # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks (top 3 - (Non-HVHZ) - Drwg 17. 108 and bottom) for storm protection Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D",Max span is 12'-3" for 40 psf positive ASD load and 13'-0" for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and W-11" for 62 psf, 9'-11" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations Into Metal Stud walls is 79" for max. ASD pressure rating of +72,-72 and 84" for +64,-64 psf. See sheet S for other spans and ASD pressures. 389.2 Bertha MY Accordion Shutter -Blade I Only- (Non-HVHZ)- Drwg 17.107 umlts of use Approved for use In HVHZ;: No Approved for use outside HVHZ., Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span is W-0" for 30 p.s.f negative ASD toad depending on centermates and locking rod configuration -for the HVI blade, 8'-0" for +64, -72 p.s.f. A.S.D. load for HV blade for Keystone mountings 7'=0' p.s.f. for metals stud mountings and $'-0" for 110 p.s.f. for HV1A working in unison. See sheets 7, 21 and 20 respectively of installation drawings for other spars and pressures. Installation instructions Eb 3R9 Ro II AMERIC-AN SHUTTER SYSTEMS DRAWING 17- 108 BERTHA HV ACCORDION SHUTTER SYSTEM PDF Verified By:, American Test Lab of South Florida Inc. Created by Independent Third Party; Yes Evaluation Reports Fi3R9 R9. AE AMERiCAN SHUTTER SYSTEMS DRAWING 17- L08 PRODUCT EVALUATION REPORT.PDi Created by Independent Third Party: Yes Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Instaliation instructions Es 3Ro R9 It AMERICAN SHUTTER SYSTEM ASSOC iNC- DRAWING 17-107 BERTHA HV ACCORDION SHUTTER SYSTEM,PDF Verified 8y: American rest Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports EL389 R9 AE AMERiCAN SHUTTER SYSTEM ASSOC.. INC. DRAWING 17-107 PRODUCT OF EVALUATION Created by Independent Third Party: Yes 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks (top COMBO- (Non-HVHZ)- Drwg 17.106 1 and. bottom) for storm protection Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: Yes Design. Pressure: N/,A Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Blade I and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Installation instructions FI 389 R9 11 AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 BERTHA HV ACCORDION SHUTTER SYnfied Verified American Test Lab of South Florida Inc. Created by Independent Third Party; Yes Evaluation_ Reports Third Party: Yes rifle Nerr. fret t 1: 2601 nlair. .tans Boa, rnllannasac FL 32s99 EDon-- N5n-4A7•:R24 The State of Florida 4 an ANEW employer. r_'g�,inhe )n09.79fi Statn arFh"iaa.:; prwtcy fdat>,M nt ;; i�i, Under Florlds law, email dildressds are pubilt ttYord9. It you d9 not Want tdvr t:-moil Mdre55 Wftlitd m reapdnse to 4 oublic-fecom$ r%nuCst, dd no; send ekamnic mad to this entity. instead, Ccnict the Office by lenene or by tradlhtral mail iTyou have any Questions, pease contact 6511,4e1,L395.-puquant to Sv+"bn .155.275E I;, Rortd4 statutes, enective Cctaber 1. 2012, hotnsaes tmmd under Chapter 455, F.S. meat provkle the Oepanment with .an emm' address if they I+ave one, The retails Provided may be used for efftciat mmmunwattan Mtn the licensee. stowever timed addresses; aft Raba'rkwed. If You do nut wish to supply a personas ..'dress, please provide the Department wah an +mail address which can be made available to We public. To demm!i11e d yai are b ticerate under Chapter 455, F.S., please click i}y`ro . Product Approval AObapta: GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUfLOINO CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES DESIGN YAUD 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 BE INSTALLED WITH A DIRECTIONA/ITY FACTOR KC=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (RSA.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDRfON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10- SHALL BE FIRST REDUCED TO AS.D, DESIGN WIND LARDS BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE v+/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED, WERE NOT OVER STRESSED, A 33 V INCREASE IN ALLOWABLE STRESSIS. FOR WIND LOADS WAS p(Q= USED IN THEIR ANALYSRM''MIER, A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD, BERTHA H.V. ACCORDION SHUTTER SYSTELYS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VOeSED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: -HV BLADE(D g0214A1-03, ff0715.01-03, J1004.01-05. #1214-01-05. #0317,02-06. 40609.01-10 AND 60210.01-1L AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL. D. WIND ZONES 1, 2. & 3) & 11220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSB£. -HV VANDOW BLADE & JOW5.01-OB AS PER ASTM E-1886 AND E-1996 (MISSILE: LEVEL D, WIND ZONES 1. 2, 3) BASIC PROTECTION ONLY AND # 0725.01-SS AS PER TAB 202 PROTOCOL 2, HV BLADED AND 11V WINDOW BLADE & ARE ENGINEERED TO WORK. IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS- OF USE INDICATE) ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE $14zZ75' AND #14c1.75` RESPECTNELY, 41D-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0- ksT Y12LT STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACRQSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLIC4TORS REG[STERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THOR HEAD. 4. ALL ALUMINUM75ALLO EXTRU51QN5 SHALL 8E ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3, MINIMUM YIELD STRENGTH FOR-6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR 6005-T5 ALLOY. 5. ALL SCREWS. TO BE STAINLESS STEEL: 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 56 ksT MIN, YIELD STRENGTH AND 90 ksi MIN. TFNSII:E STRENGTH. AND SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION 2-11.3.3.4, 6,. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AM 304 OR 316 SERIES STAINLESS STEEL VATH'35 W, MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECFTCATTONS_ Nv BLADE Q - 12,13.14.15 AND 20 ETV BLADE C & ® WORKING IN UNISON: 12. 13 & 15 S. THIS BERTHA ETV. ACCORDION SHUTTER SYSTEM BEARS A US. PATENT #W779.582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN VARGLE OR IN PART -BY U.S. PATENT 45'458.179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF TIE STRUCTURE WHERE SHUTTER IS TD BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/=N_N ALL SHUTTER COMPONENT EDGES WHICH RE MEN. THRU FASTENING IN CONTINUOUS CONTACT WGH THE BUILDING TO PREVENT WIND/RAIN 1NTRUSfON. IO. 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 RV AND HD CEEITERMATES AND ENGACE OR LOCK ALL HV AND HO LOCKS_ I I- SHUTTER MANUFACTUREYVS LABEL SHALL. BE LOCATE) ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9,3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 12. BERTHA H V, ACCORDION SHUTTER SYSIEWS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING A PERMIT IS APPLIED TO_ ND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE 13• (a) THIS P.ED. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. - (6), CONTRACTOR TO BE RESPONSIBLE FOR THE. SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED 'ON THIS P.ED.,. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENL: CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, i ` (a) 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 (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF TREE PEED. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS: FOR REVIEVY. (6) ORIGINAL P.ED, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. C2O17 TILTECO. INC.. \\`1ii__ .4\VGfMVP` x �f % •; \� TILUT TESTING & ENGINEERING COMPANY ` •• •, • • \\ 6355 MW, 351h, St.. Sta 305, MRCIaA Qwc,:�.'S. FLOR9A 33 .�i ^ •' .- Phone : (305)871-1530 Fan (305)871-1531 _ i (f ``''�l�' y• i l\\ a-mm1: tiftecop-L.6m 'sS,�,YA� b� 1j11 WALTER8.. TILU9 T . RL P.E. tfSd6RE/DATE FLORIDA U.. 0 44167 TABLE OF CONTENTS GENERAL NOTES SHEET T SYSTEM COMPONENTS 1-20 SHEET 2. SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL %'JINGOW BLADE & WINDOW DETAIL AREA 2• HV BLAnE (� AND H!! anNtlnW g) Ant: (nl �WHERE APPLICAftW TYPICAL SHUTTER ELEVATION &' NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET B CEFLTERMATE ALTERNATING DETAILS FN SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET la MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK .SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET -IS INSTALLATION DETAILS S-X; WOOD SHEET t7 END CONNECTION DETAILS 7-12 & X, ViOOO SHEET t8 AREA 3: HV WINDOW BI 2 Cl Q v TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4• HV WINDOW B nnr M ONLY INSTALLATION DETAILS, METAL.STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA AwS.S.A, American Shutter Systems Association, [no. 4268 Westroads Drive West Palm Beach, FL 33407 02Q17 EASTERN METAL SUPPLY, INC. Accordion Shutter System H.V. BLADE #T W/ LR2 W/O KV. WINDOW BADE !AWING NO 17-107 fCR- 0 �pp O �,j @ts• O a.asa' � of � S ,k 4.385' .857' COVERED R US PATENT u 5 179 iA Hb WINDO DE* LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY AND TEMPER 3.556' 970' 2.226' 0 OA72_�t1--'------'--- 0.072- 3 226- 6°16 V ADJ FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE i� 6063-16 ALLOY AND TEMPER •0 1,917' e ma' .060' Sp- 670 1.68fi' w 5 0' q HV CEILING HEADER Q UFIED FOR USE V✓/ HV BLADE q ONLY SEE SECTIONS FOR VALID 6063—T6 ALLOY AND TEMPER MLN..X MN Y MN. t i' 7" OA62' _E t 16- SIDE ANGLES QA6FIED FOR USE W/ HV BLADE i1) 6063—T6 ALLOY AND TEMPER 3OHV UNIVERSAL FLOATER QUALIFIED FOR USE Y1/ HV BLADE 1G 6005-TS ALLOY AND TEMPER 3.226' 1.SCA' .085' (TYP.) 4.897' QHV ADJ. ADAPTER W�LIP QUALIFIED FOR USE ty/ HV BLADE(1) 6063-T6 ALLOY AND TEMPER r� VARIES rd 1' 1.975' Mar. „063 D63' a 100 e 060" 0 Z7A n 670 5 ' HV HEADER/SILL QUALIFIED FOR USE W/ 'HV BLADE(�ONLY 6063—T6 ALLO AND TEMPER' [[[) Ti afi t 9 AAUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE 1� ONLY. 6063—T6 ALLOY AND. TEMPER ( H) DIRECT MOUNT QUALIFIED FOR USE'W/ HV BLADE (� 6063—T6 ALLOY A O TEMPER HV WALK -OVER TRACK QUALIFIED FOR USE W1 KV BLADE (1 j 6063-16 ALLOY A D TEMPERS 1$ HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 1� 'SEE SECTIONS FOR VALIDITY. 6063—T6 ALLOY AND TEMPER. / COMPONENT A B T/: T2 ( 2' 5' MAX. 1/6' 1/8- 18 2- 5" MAX. 0,192' 0.192' iii 19 2.5" 7- MAX. 0.190• 0.190" i5A 2- S' MAX. O.t39' 0.131" P'aw 02017 TILTECO, INC. ✓P o` TILLIT TESTING $ ENGINEERING COMPANY * ! 63SS N.W.. 36th. SL, Ste. 305, VRGR:IA GARDENS, FLORoA 37 'V Phone : (305)871-1530 . Fox : (305)871-1531 UReco®cDLcom �1 1 it a-mal: EB. 1111 71LLDTILUT/0 WALTER A Jr. P.E, C /r1ATC FLORIDA Lie: j 44167 11FIED FOR USE BLADE i1, 1—T6 ALLOY AND 2.670" .994' 6 1.000' 842 h N 1 F J.920 HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADED ONLY. —T6 D TEMPER BLADE -4 j ffjT- NOT;5' CORNE STS UAUFIEDFOR USE W/ HV BLADE 6063—T6 ALLOY AND TEMPER a.s.s.A. American .Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 HV RAINGUARD QUALIFIED FOR USSE W/ HV BLADE(1) 6063-.T6 ALLOY ANND TEMPER 7 EASTERN METAL SUPPLY, INC. Accordion Shutter System Kv. BLADE #1 W/ CR W/0 KV. WWN MADE 3 - DRAWING No I 4 17-107 INLY 22� HV F OA I G' QUA ED FOR USE W/ HV BLADE 1 & 1 ONLY { 6063-TE ALLOY AND TEMPER t , 1 I 2.7W 1 PLAN! "• FRONT ELEVATION 27 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1DONLY 6063-T6 ALLOY AN1 TEMPER T.9T7 � 053' �•Ale m 2T4' 0 0.334• FLAT HEAD D61Fi10E0 J f�US'NG E7JA4EL SSA S. IX-20 RAZED PA,.M ry 12 TYR) •0 1Hxu10ED 9+ N O m n I:875' m 318' ^f Leu.S (CKROR PiA�O (O1R04 e ) 4 1.325- .02" 1.875' QUALIFIED FOR USE W/ HV CO E C NT R BLADEQa �A ONLY- QUAUFIED Q ALIFlED FOR USE W/ HV BLADE 1 ONLY /.756' :922' 6063-TS ALLOY AND TEMPER a45" 2.079• t.753' o N o.06 • IE81 HV MALE "T" LOCK CENTERMATE — 4.566" QUAUFIED FOR USE W/ HV BLADE tDONLY CS' HV FEMALE "T' OCK CENTERMATE 6063-T6 ALLOY AND TEMPER QUALIFIED. FOR USE W/ HV BLADE (i1ONLY. 6063-TS ALLOY AND TEMPERR'' HD CEN MAT W O LOCKI G ROD QUALIFIED FOR USE W/ HV BLADE 1& i 6063-T6 ALLOY AND TEMPER g LOCKINGROD a� QUALIFIED FOR USE tV/ HV BLADE 6063-T6 ALLOY AND TEMPER INSTALLATION WILL REQUIRE A 7/16- XLED AT TRACKS FOR. PROPER ERIBED 6063-T6 ALLOY AND TEMPER t.130' e -I 375'e `6 BY 3/8"0-16 ACETAL THUMBSCREWS QUAUFIED FOR ,y HV BLADE ,,Y •�4Ir� �t �� 7 T� P.E. HD CENTERMATE-S INSERT QUALIFIED FOR USE W/ HV BLADE (i1)& lA 6063-T6 ALLOY ANa TEMPER FNfl1-eL P""W - GtiESS NRN (1 NNQ9. 1(V: It ss crurJQLT1 -ovE ataTm} ALIFIED FOR USE -BLADE (D& (R ( ,.250' O.D. St� PLASTIC HEAP c. -. 418" 2 M ILOEO TO n m � 4SCREW N .825' nI —360• AFTER RJKTINO 3/4" BEFORE a1vETn G 1 /4"0-20 x � S.S. THUMBSCREW 1/470-20 RIVNUT* *SERIES 9444 ALOHL41IH (2024-T3 ALLEY) LARGE FLANGE THIN .8 2• SHEET NUTSER ; PART g 0920, AS MANUFACTURED. BY AVOEL CHERRY TE%TORN, PARSIPPENY. Iti"W JSSLY 07054 OR EQUAL HV "T" LOCK HV ALTERNA-T LOCK QUALIFIED FOR USE QUAUFED FO USE W/ HV W/HV BLADE (a) ONLY. BLADE I ONLY, E m m 804' BO _\_THU616TURN CYLINDER OR KEY CYLINDER 0.875• Mitt. i 125' gor. *F- LBF UR N CYLRIDER EY DER 1.78- ldox 4 D LOCK TJ Fj /L1 /4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE D& QUALIFIED FOR USE W/ HV BLADE 1 FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Ions 92017 TILT C. 02017 EASTERN METAL SUPPLY, INC: IL E C O INC. A ■ � ■ � � ■ ■ BERTHA HVT.M Accordion Shutter System. TILUT TESTING & ENGINEERING COMPANY American Shutter Systems Y H.V. LADE #1 W/ OR W/0 ITV. WINDOW BLADE EV. N 5355 N.W. 36tR St.,'STa 305. YiFGiTd4 6NR0�,5, FLORMA ;316 Phone (305)971-1530 . Fox : (305)671-1531 Association, Inc. 4268 Westro0ds Drive 1 2 OESCRIPROp OLD 1$-OSS DATE 7/27/1 DRAL'N BY-. LQ. DATE; 07/27/17 e-hmae Wt—a—Loom E6-0006719 West Palm Beach, FL 33407 ; DRAWING No WALTER A DWT,[1. P.E. s 1 7-1 07 ROROA Uc. # 44167 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 0-4 HV BLADE 1 1�1 HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL 0,188"0 AISI 302 SERIES S.S. RIVETS HV 1 3/4" ACCORDION PIN W/ #B HEAD 4@3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD 494 POLYCARBONATE IMPACT RESISTANT HV WINDOW 'k TiV PIN REOE)IR uFurc es cxrealna pl enc t[ rrlrvl r rno i1 (t) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR ryN� BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tQ OR HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY N.T.S. (2) FCJ PIN (9 MAY BE USED IN LIEU OF (D AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 00.324' BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. Dom. (3) HV PIN @? OR © W/ 1/Z" O.D. 1/16" THICK S.S. WASHER @ 5 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8> SHEET WHEEL CARRIAGE DETAIL _ N..5.. ASSEMBLY LAYOUT 'N11 r� `' -_' _ ✓ , 02017 TILTECO, INC. •T /TiLECOmc. ••""Y ,p�7' �'t� ��� Q TILLIT TESTING k ENGINEERING COMPANY sto..a5, WROMa c OZNS. FLOROA 33 ............ 11 U 1 St01�AL� Phone: (505)871-1530 , Fax: (305)871-1531 e-m l: ta(eoece l- 4F}/ WALTER A�`006719TILUT P.E. P.E. SEAL/SIGNATURF/DATE FLORIOA U.. $ 44167 12' EM, t:LEA.4LNCE 1 TO BLADE T E IIA hY YIINDO"! BLASE'S •o cPExIN KNUCKLE (TYP) �FLAi PORTIOtJ 44, 2 7/,8' FAIN. NV %=Dow CLEAR SEPARATION BEWEEN BLADE OPENINGS ± s s/ QN CE2RE EXTERIOR 0625' Ex1w Da BLADE .0625' .0625 .0625'• *-PQLYCARBONATE IMPACT RESISTANT HV WINDOW GAYER MAKROLON 3103 POLYCARBONATE 12• HIM. CLFARAjXE -RESINS, UV -STABILIZED GRADE OR SABIC TO BLADE B at INNOVATIVE PLASTIC LEXAN 103 RESIN :A (SEE NOTE "F" ON SHEET 19)• POLYCARBONATE SOURCES FOR /PPLIGBIE FIEMT npr-g- PROPEIn ES Swam � a aa..miw rim a>w, �a1 ma Ralmsm fHISfalt: SPECOC GRAY[:T 1i414Nat: AM D192 0.043 ro!+' 0.043 ror� tE1L`ItE YIELD SI[:ETwIN ASTH 0638 000 Rai. 9'00 P e.i: RExft A S7iM:011i aT rrao ASIN moo 12,SM P.:_ P e.L I'MURu U=,LUS WPA ASTM 0790 340,000 w.:. 245.0DO P L =Ot M RCD AST1/ 0256 18 FT�t. 17 rr-tel V�VIZ OETL ASM DMA3 472 S 645 5 4A}f WE or H mg; ASTU 0635 C-1 CLASS a-1 cuss. SELF IGta11LYJ ASM D1929 1040 •i ge0 'F wc'xTHEA'N(; ASTY G155 TE53E Si MCM A 131 WtATHEP;NG ASM 08 S= "q L e840 pxi TENSLE STRESS SSQiE %W'W6ATA AST! 638 8461 P.s.L Mo Lx, A.s.s.A, American Shuffer Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ID2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System KV. BLADE #1 W/ OR W/O H.v. WINDOW &ADE AWING No 17-107 0- 0 05.04. Na�ep—rrvP��a—�TI {I 4osei 5-g-0loa Cr t5 1Ij 1F •{'� io NDC-HVC ( V ?�B L'�,5q 2- f ` v NQ`p�j�' SCAN k N! HOD-NYD V SEE END I I L7 - OtdhECTTON DETARS' ON SHEETS 10 &�0 F i H! D R N P 0 R Y W x ' IS TYP: FULL tf BEIGHT. —Yt11Y'TM R"I>tM 1? aR�4ia'a�6 r 7 aR®cR 1 D •.'�3 eR 10'i5ez(t�.13cn(�7}.jJda — �'108 � TYMCAL 0) HV BLADE SHUTTER ELEVATION N.T.S. :n Q� OF CORNER CENTERMATE *NOTES ON HV LOCKS AND CENTERMATES' 1. MANDATORY CONDITION lit: ONE HV LOCK @ cr @ SHALL BE USED AT 1/2 OF SHUTTER .SPAN -FOR ANY SPAN OR 12' ABOVE ORB OIV 1 2 OF SHUITTER'SPAN FOR SPANS UP TO 105'; AND FOR INSf TTONS T ANY ELEVATIONJ. HV LOCK or^ MAY. BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR r 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. 2• IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO NV LOCKS 2 OR r�,8 !AY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR Q SHALL. BE AS INDICATED CN NOTE (1) ABOVE - LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. �2 IS USED WAWO H V oCKc)• LOCKING RODS ARE NOT REQUIRED AT_HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS I OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), 4. MANDATORY CONDITION Q2• ONE HV LOCK ® � SHALL BE USED AT CORNER CENTS IAATES FOR ANY SPAN AND INSTALLATIONS. AT ANY ELEVATION. W LOCK 9�L�d ar @' SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO C4 CORNER CENTERMATE Wj(2) 1/4"0-20 x,1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 5 AT TOP Fi BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES,SHOWN ON SHEET 12. 5. ONE ALTERNATE MN LOCK MAY BE USED IN LIEU OF HN LOCK or 10 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. AL ERNATE LOCK @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-200/4" S.S. THUMBSCREW TO ©1 OR (Fg CENTERMATES SHALL BE MADE VT/ 1/4"0-20x3/4- ALUM. RIVNUT 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 f's FOR KEYSTON MO INTNr Ih !MATIDM ONE HV LOCK0 or a or (@6 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 BB', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK (a or g or @ WAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @ or g SYMMETRICAL CENTERMATES W%(2) 1/4"-26 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATE) ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS @ W/ $IT OR Ch TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND C NTERMATES" 1. ��, ONE ALTERNATE M/ 'T' LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS ® OR FOR ANY SPAN AND, ITJSTALIATION AT ANY ELEVATION. AL NATE LOCK €S,d�}AY BE USED AS AN INSIDE OR OU ME LOCK. ATTACHMENT OF LOCK 1�O INCLUDES USING' REINFORCING LOCKER i�j7 , AS SHOWN ON SECTION HVG, SHEET 9, ViH MUSE BE CONNECTED TO CENTERMATES 0 AND gIV/ 1/4'0-20.x 1 1/2" LONG S.S_ THREADED BOLT W/ 7/6"0 x 3/3v WINGNUT OR W/ 1/4"0-2Ox1" s.S:M.S. INTO A 1/4'Ox 5/8' RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 1g TOP AND BOTOM. IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES" 1. HD 10.;K�34 W! HD Cep OR l33 V/l (3; ONE ALTERNATE HD LOCK(a) MAYBE USED IN UEU OF HV LOCKS ((Zf OR y FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK t�4 MAY BE USED AS AN INSIDE OR OUTSID LOCK, ATTACHMENT OF HD LOCK 04 TO Q—y.IS W/ 3 ff8 x 3/8" F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT 13j AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR. ABOVE MIDSPAN. USE OF LOCKING RODS a COMPLETELY OPTIONAL }'• CL,''f�"••A•� -�"I% tee_ 02017 TILTECO, INC. 1}} `YErYsP'•.•�� pQ �: l• 3 IL ECO�N1:. • 7wzF r '•. TILL TESTING & ENGINEERING COMPANY . F :� 6355"N-M Seth. St" Sta 305, %IRM, W GARDENS, FLOROA 33 Phone : (305)671-1530 . Fax : (305)871-1531 r�/} ¢ %`y j" }}t+} uf`- AL•`� �" P.E. SEAL751GI(fAfiURE/DATE 1YALTER-COGSSR Jr.ePE FLORIDA Lie. if 44187 A.S.S.A. American Shutter Systems Association, Inc. 4268 "%Vestroods Drive West Palm Beach, FL 33407 "„yn .mucay nurrlcane 7 EASTERN METAL SUPPLY, INC. vr.au ■ am F7 V TM Accordion Shutter System H,V. BLADE #1 W/ OR W/O H.V. WNDOW BLADE IAWING No 17-107 E. HVHV WALLHEADER.INSTALLATION M SEPARA To aws I` IFOR I ON It FORIdlCE M SEEr 19 HaCMID& POURED eNCRETE ANCHORS (SEE SC3) ULE ON CONCRETE REQUIRED �- SHEET 13) i !! j^V // t7 t8 JA1,(FL�(510YE (SEE U:.4MNC©ON Sl= 7) Min- EQ EQ-I 1/4"0-20x3/4" ss. MACHINE SCREWS USING 1/4'-20 NUTS L A 0 12- O.C. Tyr OR 15 OPTIONAL G1O MIN. SEPARATION TO !F(SEE LASSSCHEDULE ON SHET 11) 1 t EXISTING ' r e GLASS--; I I HV WALL HEADER IN�AL�TIO�+ KEYSTONE ; 1 I MIN. SEPARATION TO GLASS ; 1 1 t ! -(SEE SCHEDULE ON SHEET L71 II OPTIONAL Max. POURED CONCRETE OR CONCRETE BLO( REQUIRED i/4'0-20x3/47 S.S. CONCRETE ANCHORS MACHINE SCREWS (BE-. SCHEDULE ON WI/ 1/4'-20 SHEET 13) NUTS 0 12' O.C. 1' MPt. SEPARATION TO GLASS ' t —`(SEE SCHEDULE. ON SHEET 11)— I t1� HV WALL HEADER INSTALLATION SEPARATION SCHEDULE ON OPTIONAL 1/2. 1_n ern 1 13 oR i �✓r f.• r EQ_ j _ �\ 1/a'O-20r3/4' S.S. L��;S EQ EQ- PHILLIPS TRUSS HEAD `-20x3/4" 55. PHRIIPS-CQ, ! .rt 7 �y t S MACHINE SCREYIs USIkO f a° kk OONCP.ETE' ANCHORS NCRETE ANCHOAS tt HEAD MACHINE SCREIVS ?° /•� 1' `t 1/4`-20 NUTS- ® 12' D.C. — (SEE SCHEDULE ON POURED CONCRETE _j (SEE SCHEDULE 0V SKEET 13) Jf rJ � ,! POURED CONCRETE" SHEET 13) VO/ 1/4"-20 NUTS 0 12' O.C. OR CONCRETE BLOCK, -S �.r .r' ,i „ OR CONCRETE BLOCK WALL REQUIRED ',:ter 11V WALL SILL INSTALLATION (SEE�SCCHHEDULE a i REQUIRED POURED CONCRETE SHEET 14) Q HV WALL SRLL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED lgl HV WALL SILL INSTALLATION LIME FOR COt.1RINATION OF SFCTIONS 1- SEE SHEET 4 FOR TYPICAL SHUTTER . INSTALLATION DETAILS W/ E. D. FT)Gc- DISTANCE ASSEMBLY UOUN ♦SEE UhDiAT10NS OF USE FOR (� u \ � IN MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIETCATIONS ON SHEET 13) ELAOE 1®ON SHEET 19 1) H V BLADE ttt ANY WAY TO SUIT � ANY INS7AL[ATIOPL r10 !'! so,, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �CE 02017 TILTECO. INC. ©2017 EASTERN METAL SUPPLY. INC., 0 ® 4 j:• `+' ' �•., iQ D� .'• tV 1\\ � "IL E C O Nc. TILLIT TESTING & ENGINEERING. COMPANY 63ss earl. a6:n, S6. Ste. M. %TC-Xtn WOENS. FLORDA 3316E Phone : 005)871-1530 . Fox : (305)871-7531 a-mal: Wteco0dol.eom EB-0006719 WALTER A. TWA Jr. RE FLDRMA Ue' 9 44167 A■S,S■A■ American Shutter Systems Association f Inc. 4268 Westroods Drive Be West Palm Beach. FL 33407 6 THA HVTIA Accordion Shutter System KV RAX #1 W1 OR W/o FLV WNWW MADE EV. R DESCRIEMOR DATE ORAWN BK f_C. 1 OLD 15-085 7/27/1 DAT' 07/27/17 — �p S1 NAl G 1L7 Q r • RR11 ..tooI r''rre P.E. SEAL/SIGNATURE/DATE 2 3 - DRAWING No /� 1 .L 7-107 4 5 SHEET 6 6 OF 20 POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 13) RECUIRED EDGE OF IF SLAB !, ' 'E D4'• i r • AWLICABLE EXISTING CLASS EXISTING Icr SEPAFAnMI TO E LXE ON H J 11BLADE 9°2sT QJ SiEII 19 FOR 9/!£Smtr �i GQ HV CEILING INSTALLATION (D EDGE sua --0 OR 93* EXISTING LASS GLASS- 'C1Ot3/4' HEX WASHER HEAD TEK SCRENS 0 12" O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) EDGE OF SLAB IF I _I IC150'AR,LT9N ! i I I I I TJ r (SM E 1 I i $s-Imcryuy; 1 I \ ill +I , I I � i I 11 mol 8 EDGE OF SLAB IF A[PLCABLE 11CL SEPAPARO!4 I TO GIASS SEE SCXEDaIL O!! sr2T ti) I .0 ,F / .• J ,r r�/ e r / : ` i ,f J APPUGBLE POURED POURED J I ' y / ! °• / (� FLAT HEAD CONCRETE ANCHORS POURED J r• ,, , / ; , ,/ / ,•. %rr' �,%�/ CONCRETE E. D. CONCRETE OR �4coNCRErE L_ 1 REQUIRED FLAT HEAD CONCRETE ANCHORSREO1nRED (SEE SCHEDULE ON SHEET 14 ) REO(RRED E. D. D.' (SEE SCHEDULE ON SHEET 14) I� BENCH INSTALLATION (I HV WALK —OVER INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF AS.D. & HV FLOOR INSTALLATION t DESIGN. PRESSURE RATING & FOR SPANS PER SCHEDULE Q3, SHEET 11 OF IF I Irv. �ae:°oN m cuss ' I 1 O CONCRETE ANCHORS GLASS,--1 � stpN nIL, I 10 G1ASS I Orb Saww- 0.V'iECc 11) I EXISTING -4 I I ' 1 I I 1 i E'XISTITG—; (SEE SCHEDULE ON I SHEET 15) EXisrinc r—= EalEcu[tS- 1/410 IRY BOLL{][ TAPCGN W/- CN SR:ET Itl ABM:.•= 7HRTABi1)la/ Ol GLASS I T 1 GLASS -! .vuiL ci orm rt I ),. •I T• GLA$$� I 1 O 1 1EC1aAl= OR 1/4 0 P0205 F151ENER5 TAFFZR+ ANZI� W/ I 1/4' D i i i i j l -j(SC[ Saml'� oliOger ttl I LAX ac FOR l� i0V& SPAN AND 4. O.C. FOR SPANS LARGER THAtl I MAX. I r I /4 LP TOAPPLY F ! D"' �tOx3 •e/ i EVERY /D7 C(Y.+.) (ItOfET GN A 9 3 OR © f i i WASHER 0-3// 4' HIX jE..D._ �SICET 11 TOR LUTAMM 3 H 14x34 HEX HEAD / - a 1 .'r/9 I I MOL - 1 HEAD I I TEK SCREWS Dahl. /,0 12' O.C. SrA[AIR I ^iMAX. 4 TEK SCREWS 0 9' O.C. I OR 1 4.0-20 S.S_ MS_ / i C014CREM ANCHORS (SEE SCHEDULE i y'1' ���� (�; ' 6 % L 3/L 1--_-'_' .O r 3/8/+' I I •' Its �14Y3/4" S.D.S.$DS/ /•t I I ! f•l • `r I 1 I I.t }j / i'r ✓fr •�/lf>� t 49 4 55 /'' /' lY/ NUT ®9' D.C. ON SHEET 14) � 1 ,1' 1 _ ®9' O. C. __ _ 1/2 /= f '• 1r ." 1/4- IS 0 I 01c, 20 NUIS 0 fY nL. 17 OR f 8 � . � � d' 1 i.n % r 1/2. ( EDGE OFSLAB i 1. , /� / 17 16 �- 2.00 DR1M. p]SfING !a;! 5!RaCfaRht VIALL TMm (DECORAAVZ 1 7/8'•-1--F 7/8 �i / % ,/ / •''�/, j I i APPLICABLE } L ANCHORS i '• %�14x3/4' F.H. S.D.S_ "�4 r 0 9" O.C. MIN. POURED I• /i „r' £ I ''° E / r D (SEE SHE POURED CONCRETE 'SEE SCHEDULE °N C SEE NOTE 13(b) ON SHEET 1 EE r CONCRETE REQUIRED 11 .., 1 r _ .ate•. OR CONCRETE BLOCK SHEET 14) HEEr 13(D) POURED CONCRETE ON SHEET i • • " � OPTIONAL. POURLV coNC11ETE REQUIRED BY —WALL FLOOR INSTALLATION OR CONCRETE BLOCK REQUIRED ©. HV WALL WALK —OVER • M KEYSTONE MOUNTING INSTALLATION Q REQUIRED O HV RAINGUARD INSTALLATION INSTALLATION e1A+ Aso. GE=IcN FRrssDRE: I[AI[.NU•J 51(UiIE.R SPAN RESS *B4, �z �L t KQ NOTE FOR COMBINATION OF SECTIONS• t THIS INSTALLATION SHALL BE E D. - EDGE DISTANCE REIA VABLE WHEN PERFORMED 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEEP 13) ADJACE14T TO AN OPERABLE EXIT 4 SEE LMITATIONS OF USE FOR OR E141I4ANDE BLADE°" SHEET ,9 25 MOLY 2- MOUNMC SECTIONS CAN 6E COMBINED IN A14Y WAY TO SUIT ANY INSTALLATIOIL Lll �i INSTALLATION DETAILS W/ M HV BLADE 11 �� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zorn _ C 9 Y ►`� U(� v 02017 TILTECO, INC. •`�V G%vs�•,,, tL B2O77 EASTERN LdETAL SUPPLY, INC. * ; O. BERT A HVTM ITIZIE C O �N�. A�S�S�Q� Accordion Shutter System +— r KV_ BLADE #1 W/ O2 W/0 Ftv WINDOW BLADE �° American S t4L TILER TESTING & ENGINEERING COMPANY i _ H orsm"014 DATE DRAWN BY: hutter Systems LF 0 N ,; �� ��� 6355 N.W. 361h. St. Ste, `AS, VOWTA GARDENS. RORDA 33111 Association, Inc. 1 OLD 15-OB5 7/27/1 DATE o7/z7/17 Ph-- : (305)871-1530 .Pox : (305)871-1531 4268 Westroads Drive 2 pLE�6j1L(L °-°aESFO06719LDom West Palm Beach; FL 33407 3 DRAYANG No iisrrrrrr WALTER A TILUT &. P.E. 4 17-1 07 P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. 0 44167 5 curry D WALL 0 I DEEAI ONSHEUS 10 IS SEE NOTES ON LQC1QNG RODS®, W LOCKS 1) ar.® IN r ExlsnNc GAss INSTALLATIONS W f 1 HV AND ALTERNATE W LACK ® ON SHEET 5. OUT Ba I �� ** BLADE sLAcc DEra2 HVF IS vwG FaR ALL BLADE WZ HV CENTERMATES CENiERMTES APPLICATION j WRH SLADE(2 f OR 1©�©°�®de 6-6. MIND WALL CONNECTIO 18 EXISTING GLASS DETAILS ON SHEETS 10 Q^®�1©•©8oa®^�7 as ----------------------------------- — — (6063-T6 ALLOT) ALCM 3 1/4- Y 6 1/2'. 7' ANGLE •7r/(2) 1/4'0 TAPCON AUCHORS To.CONCRE[E 1/z-.�2 • OPPOSING l CENTERMATES SYMMETRYCAL. (TOP/60TTOM) & ;4jBT0zi/2'.S.LtS id TUBE-j aF EACH AdGf\�(TYP) i 10%3/4' SRKS. C 127 - �. CENTERMATES O.C. FULL LENGM. j W/HV LOCK 4 `or�S) MIN. SEPARATION W V LOCK 2�4 0O GL4SS 11 (SEE SCHEDULE ® * 35 * IN ? 3 * 3 ONTS SHEET 11 G I a���o• Q�zQ� 1G -a� EXISTING �• Q���- ��Q• Q � � �, GTass ®ors 1EXISTI j! MR`L. SEPARATION • (•/ y1— Ta class tt�t 'C7 (SEE SCHEDULE\ E N OPT(ONAL ON. SHEET 1 t) 1 (lN[ERIOR) � OUT 5 * 10 HVB ©019M& _@ 10 , ^ 13 oa EXISTING GIASS�� POURED CONCRETE OR CONCRETE BLOCK WALL ---- 10.`0ca 0_@_@_0_ ` REOU REO C- SYMMETRICAL IN �6 ^�7 ^�oa�•��•��t— F`'— ,--7 CENTERMATES 6 LAIN. SEPARATION I TO GLASS W HV LOCK 26* OPTIMAL (SEE SCHEDULE �_ / r f (WTERIOR). V)@ex ON SHEET 11) OUT ---- _----- * 5 O- 1 1 a (EXTERIOR) C� HVE Ifd!!!!il+enesy�a 1� ••.rrA' -_ ' `4Grr 02017 TILTECO, INC e �71UMECOIN�. ��,/•�' �" q `- t TILLIT TESTING & ENGINEERING COMPANY P . 1:10 63M N.YI. 36".h. St.. 5ta M MMKA GMMS, FMMA 33 • T •..,••••,. •\ TT Phone : (305)671-1530 . Fox : (305)871-1531 {' ' S�ONAL E�,Ti a—1:.UR¢e.Oool.eam tt EB-00057191 WALTER A. MLLR Jr. P.E. P.E. cSEAL�SIGNATURE/DATE FLORIDA Lam' 44167 r------- �I---------�d1 A.S.S.A. American Shuffer Systems Association, Inc. 4268 Westtoods Drive West Palm Beach, FL 3.3407 6 1/2" MAX. SLACK ! r I I HVF** IILDING CODE (Non High Velocity Hurricane Zorn ©2017 EASTERN METAL SUPPLY,. INC. BERTHA HVTM Accordion. Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINM BLADE AWING No 17-10/ ALTERNATE INSTALLATION W/HV "T" LOCK lP HV MALE/FEMALE "T" LOCKS CENTERMATES f 9 & LOCKERS 271 W/ n HV BLADE SEE END CONNECTION DETAILS ON SHEEM 10 & IS OUT II %tlbl 1. IN ��Ex 6CD G7AS6 MADE QSIACK DECAL Hr, INDICATED ON SWAT 6 SEE NOTE 6 FOR FN LOCK(. -F' LOCK, ON SHED 5. cts:�" SEINES SGK AJLN=M T3 ZZ LARGE FGLF.,E T.-Ota SHEET' Nf1SERF, PAAL 108M. UANLNfACTY1.iE0 OY AVOEL L3`E TWORN, PAn PPnaY. NEW J1Ui W054 OR MAI- E1o•©sa ! O.O i �•a� I /TOi3/4 /{ @t O.G AS WELL AS UWVDMA': FLOATING SADE®DEfAL 1.0-I p IW.CATLD ON RCS SHEET, UAY 8C USED WOH M6 ALTEILVA WSTAUARON OETA SHOT— W THIS SHEET. INSTALLATION C1) HV BLADE W/ HD CENTERMATES .? ---.----.__.-----_.----._-.—_—__.--- I (OPF[01VL) FULL „----------------< H.V. — IN Nil LENGHT. * -- IJAl % 301 n�1r Tr1A1CInCl IN f1 PINS (ttP�� ------ PINS (1) 30 HV 'i" LOCK (OUTSIDE) P.E. 35 OUT 1/4" 0-20 X 1 1/2" S:S.M.S, W/ 7/8"0 X 3/32" WINGNUT- 26 HVG* HDQ—HVp-- FLOATING 'STACK 02017 71LTE'CO3 WC. e TILLIT TESTING & ENGINEERING COMPANY 6366 N.W. 361St., St. 305, V01GPlfq'GARDaVS FLOA'UA 33 Phone : (305)871-1530 . Fa : (305)871-1531 O t1t.-Q..U0. jTFII, E-CO06719 \':ALTER EIA T=T Jr. P.E. n iov /n AT17 FLOMDA U. B 44167 (DPI X) HM=HYR OUT SYMMETRICAL HD CENTS MATES W/ (U# LOCK (EXTERfOR) a.s.s.A. American Shutter Systems Association, Inc. 4268 Westroods Drive 'Nest Palm Beach, FL 33407 I3a HDC—HVC SYMMETRICAL HD CENTERMATES AZ4k LOCK (I►JTERIOR) * SEE t�tES CI'N COCN\C �®h FA® LOCK Ot4 SF4ET 6 ** NbNRSAL ROAMO �L'-Q LEf0.'L F-0D-Mlp 6 VALA FOR ALL CEX1 TES APPUGTM!,, NOµ EUIOE ([� CODE (Non High Velocity Hurricane ZonL © 2017 EASTERN METAL. SUPPLY, INC. BERTHA HYTh, Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WIPAOW BADE AWING No 17-107 ;;--J`',, f CONCRETE ANCHOR', Q16'O.C. EO (LOCATE AT El SDE OE) 1/2- MIN. YTOx1/2" S.MS_f Q 16' O.C. —f POURED CONCRETE OR I /I / V f POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL fi'r / OR CONCRETE (t i'— OR CONCRETE /,. POURED CONCRETE / �"" 1 OR CONCRETE REQUIRED / /` BLOCK tyALL REQUIRED j ,/ BLOCK WALL REQUIRED �"—'--' _.\ �'EXISTING GLASS BLOCK WALL REOUIRi % EXISTING GLASS �I r/ EXISTING GLASS .� — -� % r r ,t °` /' + / .� j �• t�/ I `f / 2" MFN., / EXISTING GLASS —2` MIN..' fr / I 47N. SEPARATION r� lCN, SFFPRATI0.�1 ( % /rj / >/ TO CiISS SEE SF9ET 1!`, Jf f SEPARATION G r 7 ,EO / TO GLASS SEE I % % SCHEDULE Od hTl / ( II FOR BLAD_ DAN0 � j / TO C1l8S (SEE WL SEPARATION .! t; SCHEDULE FOR SHEET I/16•x3' MAX. av SHEET 19 FOR /• SCtL-"DIAE 0.0 SFFiT f^P 11* ,/ TO G1ASi SEE TT FQR 6uDE0AND (6o63-T6) CONT. DIES / ,I FOR MEQAtO nTrF oN(sa "I ON SHEET 19 FOR ALUM. CLOSER ON SHEET 19 FOR 11 FOR BLADE QA —Q& ® PLATE. (LOCATE I/2' / \ BLADES& Q 1/� ON SHEET 19 FO9 AT ETTHEORF Q� .111 p rt , I ' 1 f BLADES 1)& m #IOzl/2' S.M�.S..� I I USE i' OR 2' It.X: I 1. _—___ (AS APPUCASLE)z2zi/8'x0'-2- I a 16' O.C. _�,___ ALUMINUM CUP ANGLE --_ 4 / (606,3 i6 ALLOY) AT MFOHEIGHT 4 l� / i (1) 0100/2' SI.S. To®& ! lJ l (2)1/4c TAPc0 ANCHORS 10 i SEE DETAIL X FO MALL AT 1- D.C.. (LOCATE AT (�'A� i OR �� SEE DETAIL X FOR ♦ SIDE CONNECTION 1 OR �� I ERHER SIDE OF (D) TOR A-)&* SIDE CONNECTION �R I TO TRACKS I ®w 6 •(7 m a 1n -@- TO TRACKS ®� 6 :0w a to .>3 w f �'®a® �0m®'to ®'" SEESIDTAILCONCFFOR 4 i Q7 w® 10 •Q3 ✓.Q.®+®'®'©a 10ON • To TRACKS ®•Q'©•©� LJ•OBnQ+.®01Q. �7 °` ff2l. Fnl�.(r�3.�a ©+®oai a 8• ®. 6 END CONNECTION DETAIL Q CEXISTING GLASS TO GRASS SEE SCI{El)ULE ON SIZ 11 FOR BADE O+ j ON SHEET 19 FOE 16" O.G ✓ 2- 1 1p OR &" POURED CONCRETE ORCONCRETE ®a REQUIRED BLOCK WALL 10 ®w END CONNECTION DETAIL 5O ©.®« O p� % V �tOxT/2' :ONCRETE �. NCHOR 12" O.C_ J 2" MU, �© m DETAIEND CONNECTION DETAIL( END CONNECTION DETAIL POURED,CONCRETE OR •R eEQUIRED ONLY FOR SPANS GREATER'TNAN 12'-0" REQUIREUE BLOCK YlALI;— EX G ------- - 4 - 4 I �_— M`w. SEFAwulati i/ 5 y— _--�----- fz' MIN. is = (E D�------- �`--- r / 15alBLA SHEET o 4 --s — -- ® ORQ3 p 6 OR®OR(DOR 4 { ♦ SEE UL'd�tATIONS OF USE FOR BLADE 1 ON SHEET 19 t OR t 3 OR t OR j OR t V Y O OR ! PLAN perish© 07 ° aO�,o •p@ DETAIL X ,a•pa�•pop:©m END I STALLATION HV BLADE OR HV WINDOW BLADE INTO •®gip•®ap- ®� CONCRETE OR - CONCRETE BLOCK WALL �"�)•++�" NEC0 ET IL Q a� FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zona 114: • •• •� SF.,• 0%L -J' RQ017 iILTECO, INC. 02017 EASTERN METAL SUPPLY, INC._ BERTHA ter S Accordion Shutter System MML�VcO �■�■�.�. '� •t'•'T+z' �N�. TILUT TESTING do ENGINEERING COMPANY American Shutter Systems Y �.V- BIAX #1 Wi OR W/o KV. WIMM BLADE - . N DESCRIPTION DATE ORAl'M 81` LC. /- o� �'� ••. �� �`( `1\ '�`',f 6355 NAM 3M St, Ste. 305. MRG:MA GARDE FLOROA 331M Associations Inc. I OLD 15-085 7/27/1 / DATE 07/27/17 o.,, Ij/ONAL ��Q�LL+d Ftione ; (JOS)871-1530 . Fax ; (305)871-1$31 o m 11:EO-000671g9.com 4268 Westroods Drive West Palm Beach, FL 33407 2 3 DRAWING !'"'r"�stiHt//'•tl,+ WALTER A TILUT J, P.E. 1N/o1 / 1 L7 a P.E. SEAL/SIGNATURE/DATE ROftpp Uc.Q 44167 5 ��« (ft_). FOR INSTALLATIONS W/ %MMMICAL CENTERMATES. @ & ® or or VJ/ ONE H.V. LOCK @ or ® or or HD LOCK SrJ4 W/ NO LOCKING RODS or CENT2829 W/ ONE HV', }"T" LOCK 30 W/TV'JO LO®K NG RODS 35 0��P&BOTTOM 16SEE VAXVAXMW CONClEF �00 INSTALLATIONS 0 M1SO.onN WALL MOU1RIt1G FLOOR/CEIUNG 6�) MOUNTING ti 35 40 . 45 MAXIMUM SHUTTER SPAN{ OR 'L-' (ft.) FOR INSTALLAT(ONS W/ CENTH t & ONE HV LOCK or W/ NO LOCKING RODS (SEE NOTES f. tt) 'L+' 1 r-V� - IfALL IdOUNTING (P 04 ° (t 02 _1 FLOOR/CENRG MOtM1DNG 75 P.E. SCHFDIII F 43 IMUM SHUTTER. SPAN* "L+" R "L-" 00 INSTALLATIONS W a92t M & W/ ONE HV I KS OR W/ NO LOCKING ODS (VAUD FOR MOUITItNG rt SHEET 7) CONCRETE AllL oowizN INSTAUAlI0NPFaSRRE FLOOR/CkTLIHG fSOJrfiING o�raournac o".- I FLcaR L r Gtj L -Tic): 30 16'-G' 35 15'-2' 40 14'-2` IV-2' 45- 13'-4' 14'-3• 50 12'-3" 55 IV-1" 60 10'-2' 10'-11" INSTALLATION LEGEND CONCRETE & WOOD MANSORY WALL A,. B, C, D. E, Mi, N, 0, P. 0, MOUNTING F. K & L R. S. & V. FLOOR/CEIUNG MOUNTING G. H, 1, It, J T, U. IV & X & IA 0 MAXiMUl.1 SHUTTER SPAN 'L+' OR 'L FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 pst. A.S.D. DESIGN PRESSURE RATING. �f HV CORNER CENTERMATE g3 MAY BE USED AT ALL MOUNTING' INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION J2 NOTE #5, SHEET 5. t 1 EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+" OR "L-' AND MAXIMUM AS.D. DESIGG PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED. TO +84,-72 p.s.f. AND 8'-0' SPAN, SEE MOUNTING(M-) ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" HV BLADE 02017 TILTECO, INC. 3 llL ECOlNC. f(a' q TILLiT TESTING &ENGINEERING COMPANY `1w ISMS N.W. 36A. St. Sfs 305. NRGTIA GAMES, FLORDA 37 Phone : (305)871-1530 . Fax : (3D5)871-1531 a— 4. Wte aol.com EB-0006719 r�rr WALTER A TILLIT Jr. P.E IATI IDC /r, AT FLORIDA U.. # 44167 A.S.S.A. American Shutter Systems - Associafion, Inc. 4268 Westroods Drive West Polm Beach, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.Q. DESIGN PRESSURE RATING. L-;. MAX. ALL071ABLE SPAN FOR A GIVEN NEGATIVE A.S.D_ DESIGN PRESSURE RATING. (2)PROCEDURE TO DETERMINE MAXIMU6f SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. GIVEN A NEGATPlt A.S.D. DESIGN PRESSURE. RATING. DETERMINE MAWMUTA SPAN 'L FROM SCHEDULE FINAL W*aMlUU ALLOWABLE SPAN IS EQUAL TO THE MNIMUM DETERMIN-ED SPAN BETWEEN 'L+' AND 'L-' (3) PROCEDURE TO DETERMINE.' MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL .MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. - DETERMINE.' L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS: L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS, FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: Lr-- MAX,. SPAN FOR MIL MOUNTING INSTALLATIONS, U MAX SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TOTHE MINIMUM BETVIEEN 'L1+'. "L2+', 'L1 AND. "L2 (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE &S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. (92017 EASTERN METAL SUPPLY, INC. BERTHA HVTIA Accordion Shutter System H.V. BLADE #1 W/ OR W/o H.V. WINDOW BLADE LY. m DESCRIPT1aN DATE DRAWN 815 MLII LG 1 OLD IS-CM7/2711 DATE: 07/27/17 a DRAWLING No s 1 / -107 tnc -'�MMM 'HAm��®�'' r .,._�Q�m�t7W1YSdLL1JC{t7®�m®Qim' 6 ' 0mmn>t ... 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ID�E1�0A=OmMOm�®opa® aanaan1uE�mmaaa E3m7�avOMID®E1111 3&fm 7 Elaanmm1fI7 7EoowaaaMEAmtE7ilaaa�ilularaaaaamm®OaaaOnnh�7laElaaa EDIMA ID3"n naMMIDIN =11aan06IDa6ID�moaa�O®mwOb�� ��0OA00aIDEaa��aa�a0 mmmaaaa=nmmaaaaa mmaaaaa iLamII7aaaaa E�IDmaaaaa ®mmaaaaa f�7iI7Baaaaa mnaaaaaa mm©aaaaa IDatliaaaaaniac�imaelaaa na» mmaaa ' mMaa1111 smeaaaa®mmn�o�ammeaaaaa�mmaaaaannnn MM amnE� aaaa moaaaaaonE�c�t��aaa mmalaaaaa®mmaaaaa�mmaaaaamiaaaa®mmaaaaannnnoano Mmaaaaaa mmaaaaaa E7maaaaaa nmaaaaaa nmaaaaa® mmaa�no��m�nnno�m®n�al®on��appaMpaon0vo0vOnn©nma�o 1111E7 1MEN®aaa a�maaaaaaasmaaaaa Mmaaaaaa mmaaaaaamoaaaaaammaaaaaannmmaaaa aamaaaaaa n©aaaaaa t5amaaaaaa ' MEN aaaaaaaamaaaaaammaaaaaamnaaaaaammaaaaaaoonnm=1ao mnaaaaaa nn©Eaaaaa cl�aaaaaamasg� aaaaaa0maasaaaamllaaaao n®aaaaaa®®aaaaaa mmaaaaaa�a7aaaldOa�naaaaaa a0®aaaaaanm®:aaaa nna�aaaaaar- 0000ao�apnooaaap�ooi�iiaaiv aaaaaat�aaaaaaausalaolaaaailtfillraallli�ananaaaaaaanll®mnanA o�oo®OAvonnna�oa MMMaaaaaaaaaaaaaalol®aaaaaaamaaa ssaaaaa aanaaaaaaa0aaaaaaaolap aaaaaaaaaaaaao®maaa aaamasaaaaaa[1mn" MM 6aaaaa�aamaaaaaaamaaaaaaaiLaaa�aaaa�aaaaaaaann1310 aaa=�Mamnaaaaaaaaomvooa000�n=ne a�s�ia o Exam = aaaaaa auaaaaaaaauiaaaar, ,0 +y_ 02017 TILTECO. INC. e /TiLrECO ]g 7 INC. . f �.y r !S. 0 N' TILLIT TESTING & ENGINEERING COMPANY 6 NNI, 361b. SL, Ste. 305. I355 �111�1 VIRM= 6ARD9i5, RO.a oA 331 Phone : (305)871-1530 . Fox : (303)871-1531 • Vnn♦ ``(. u(© a —mail: Ulteco®aaLtom A� �,`'wv� 11,y, 41ALTER A.MOLUT1Jr. P.E. P.E. SEI(L'P'3�NRTi1RE/DATE FLORIDA Lk. Q 441fi7 TAPCON OR TAPCO14 WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ SEE ANCHOR SPECLFICATIONS ON SHEET 13' ♦ SEE LIMITATIONS OF USE FOR BLADE 9 ON SHEET19 HV BLADE OR n HV BLADE W/ 1: HV WINDOW BLADE WORKING IN UNISON A=S.S.A. American Shutter Systems Association, Inc. 42E8 Westroods Drive West Palm' Beach, FL 33407 02017 EASTERN METAL SUPPLY, INC. am 0Nw ■5VTIA Accordion Shutter System Kv MADE #1 W/ CR W/o KV VANDOW LADE AWING No 17-107 G. & NON SHEETS 6 A swim, ry d INGIM i �ID>B]IISAIAi0 7iLliY3ii7lvI70OH�1®LF7)E717O0� "ME laws an mnrana aEanno© 0 001am E319MEEKER - JAMMEMM ""Mm "mmQli�Di7[i© mmiI7f7flI7[�I�m®mE700a[��i®000QOm mlf��iE71E7L7i00p mm�E�plaOm m�II70��La® mmsraEar��m mmmonan>nm mmm>Eanaam u�m®ammmammmonovommmnn©mn ' �raam®m>onmammm0aM©»Iv ®mmaa mmmaram�a mmmannno m®m>onv�� mm�aa���mmmanooammmmlonm©m ME311MMEN 00©a amain®III1E7I7g7©FADm®mmO10©a mma�oaaaamm IM"MMmmmm>va KEIEM MMIU' MNES"Mammmrano>orammm>v�mc�as u�>®uaa�a�aly u�mramo®�a mIm>omMrmaa Imm®}B�7J�i�iOpa mID ®raa ®®Di7®MMM Mm�.mi)IlED= m��3nsvvlaammmo�l©rya 1123 pOa ®mina®a®aaammnoaoammnmovaa 'm�mau-aommv®©®nam� M000 mmn�maara m®m>v®ova m;m�o�0a ,.®mmom=oa�®mamlID�a�m000aoa �maaa®l� M"="oaMMEE1 aEatOPiO mmlmmacaa®I UMMM©noaMi�E�dram �7iti�aaaaamm[�[�im0a0IME3 0MM ' �mmaoaAamon�a©oat�a�imolo oa mm�i�la�aa m�>Fa»®aoo im[�imm®naa rya®aa�aam®®Iv©aoa®voc�000a Immmlvalveaotlamnm�ooammmooeaoa WE IBM >naOa®i7®><!®aaaaM0lE7�oOi0 (m�raaaaaa m��>Ea©voa ima>volvooa aoammm�>�aaoa M>�ar�aa�lalvaaa>maat� M"aa;onLaoui®�a�iaoamaomncaa�a t»M®Ma=aa mm�n©0os0 ®F�0©alaaa ffMM=M====MwxM®©aaa mivonaa>va Ial�Oaa>aaa iEaE�O)Daava �1�©raaaaa ,mmoaaaoam�®maoaamom>�aaaa IDml0a0a�a a©®mavOO p©®DMMaa imlvaao>voa mommooaao>Eammeaaaaa Iaao>vaaoo ®vo>o>valoa �n®ao aaa ,maaaaaaaimmmaa0oa�n�000a mum aO0aai00miaf00avaml" a MMMM maaaa�oa tmn©a000a tm0000eaaa Ivoolvaaaa®mmaaooao oc�mosaaoo . , Basaaooaaa®�a>vaaoamm�ooaaa oaoaaaao nrr�ra0oa>va veolo>voaaa �oaa®a>vamt�©a0000 ora>vaole�a�Ra .E. 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE (Min. f'c - 3 ks) ANCHOR SPMN) LEGEND - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER, (Min, Pc = 3 b� - 1/4'0 x 3/s' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW. BOLT & TEd SPECIALTY COMPANY. (Min. f'e = 3 ksX) - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Lin. PO - 2 ksf) TAPCON THREADF - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN (Mtn, f c - 3 ksi) SHUTTER SYSTEMS ASSOCIATION, INC. ALL PO BLUE NOTES; A1) MiNNUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORU TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1. 3/4". AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2". A2) MINIMUM EMBEOMENT OF 1/470 X 3/4' ALL POINTS SOLD -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. NO IDUSEDMENT ♦SEE 1A4TATa45 OF USE FO" I'AAOE 11iT sto-2T of INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW USED SHALL BE 1 1 2' LONG fjhwuIA SHOULD STUCCO / EXIST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL Be AS INDICATED OM NOTES A.1) & A2) ABOVE FOR INSTALLATIONS ON VWL SIDING OR ETS WITH OR WITHOUT METAL STUDS CONSULT THIS F1NGMEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. (B) TO EXISTING CONCRETE BLOCK: (ASTIR C-90) - 1/4.0 TAPCON OR TAPCON WTD4 ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT.W. BUILDER. - 1/4'0 X 3/4' ALL POINTS SCUD -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY, - 1/4-0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA, FASTENERS DIRECT, I4C. - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS; INC., AND DISTRIBUTED BY ALL p014TS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED 1STfH THE AAERICAN SHUTTER SYSTEMS ASSOCIAIIOH, INC. NOTES: BA) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAP GLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS CON, iSI'. 9.2) MINIMUM EMBEDMENT OF 1/4'0 X 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE, CONCRETE BLOCK, 140 EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4- 0-20 S.S. MACHINE SCREW USED SHALL BE 1 t/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO_ B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL nMSHE& ANCHORAGE SHALL BE AS INDICATED ON NOTES ELI) & 8.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR OFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMM94DATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELAY! FOR EDGE DISTANCETEn ) HERS - c .., - T JIV BLADE OR V BLADE W 1 V WINDOW BLADE WORKING IN UNISON EDGE DISTANCE VERSUS eOeCING SCHEDULE FOR AN HORe - ...,. V • r rV M1 .e.CnO,.o MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES' INDICATED BELOW.- FOR r- D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING 13Y MULTFLYING SPACING •SHOWN ON SCHEDULE BY THE FOLLDI'nNG FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MIMM.UM SPACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL FACTOR. EDGE TAPCON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL. POINT SOLID SEr BLUE TAP W CAP � TAPPER + DISTANCE ED. MIN. SPACING a 3' MIN. SPACING - 3' MIN. SPACING - 3 1/2' MIµ SPACING - 3' MIN. SPACING 3 3/4 44' POURED CONCRETE & CONCRETE BLOCK Pwa �fE B= EA•} POURED CONCRETE & CONCRETE BLOCK POURED CONCRETE & CONCRETE BIOgC ITO ' COfL�IE OL4AZFiTE Sm lSN. ED.3' 1/2' L9N. FA.21/Y MN. ED.3 i UK E.L.3' III. EA.3 1/2' MN M.21/2' 3' 2 1/2' 1.0 - 0.90 .1.0 0.78 1.0 0.94 1.0 2' - 0.81 0.71 1.0 - - - - - 0.67 0.51 1.0 - 10'91 - - - M43 - 1 1/2' 0.35 - 0-35 02017 TILTECO, wC. Pe Z:TI:L�R } TILLIT TESTING & ENGINEERING COMPANY ! 6355 Nt'/. 3A. St, Ste. 305. VIRWk GARDa15. FLORIDA 33 Ph- : (305)371-1530 . Fax : (305)871-1531 ' \\\ e-Ina1: LTIeceCCO1-rn \\ ES-0006719 YJALTER A. 7ILLIT Jr. P.E. fATC FLORIDA U. # 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive V1est Palm Beach, FL 33407 GUUE (Non High Velocity Hurricane Zon 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V BADE #1 W/ OR W/O H.V. WNOOW MADE AWING NO 17-107 ���1 l n HV BLADE OR I HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON+ • sEE vu AT�vs or usE FGR e , aI sHTEr i9 + NOTES ON .ANCHORS' REQUIREMENTS:_ WOOD SUBSTRATES 1_ ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS; 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: T/4b TAPCON ANCHORS, AS UANUFACIURED BY LT.W. BUILLIEX W/ MINIMUM EMBEDMENT AS AS INDICATED AT EACH SECTION ON SHEETSt6 17_ -SOUTHERN PINE- -DOUGL FIR W/No. 0-05S.j0 (N.D(KDS) EXCEPTION. SEE NOTE 2 BELO't/. . -SPRUCE PINE FIR NORM W/ G-0.43 (KDS.) -SPRUCE PINE AR SOUTH W/ G=0.36 (KD.S.) 2_ ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE u• SHEET 17 AND SHALL CONSIST OF -UN. 1/2• COX PLYWOOD (1986 AN FAO SCREWS AS PER NOS 2015 SPECIFICATIONS_ 4. ANCHORS 9WLL BE INSTALLED FOLLOWING ALL OF THE RECOMUENDATIONS AND SPECIFICATIONS OP THE AN MANUFACNRER. . • It11•�'(`........... 02017 IILTECO, INC. IL EC0INC. �0jr ;• TILUT TESTING & ENGINEERING. COMPANY r'•• 6155 U.w, 36m. Sl., Ste. 305, V. FaxA CARD5)8 1-15A 33 PNone : (305)871 -1530 . Fax : (JOS)871-7631 a-moa; rItsaoOaoLeom �-V LY `••.,,••,.••• \� (11 • {7 NA�,\% 11 �• !® ``+ L ES-0006719 WALTER A 7ILLA Jr. P.E M I,/11 P.E. SEAUSIPSMAVIRFMATF FLORIDA U. # 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 )n Nigh Velocity Hurricane Zom 2017 EASTERN METAL SUPPLY, INC. 7 3.[7 ■ "ffis WE r TM Accordion Shutter System H-V. GLADE #1 W/ OR W/O KV. WINDOW BLADE CATaNG NO 17-107 -WALL FINISH 1/4 0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Wn. PENETRATION OP THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) ] ""� l EXISDNG 68L7. I I {•ro0" HEADER REQUIRED 1 1 OR (R- EXISTING I VN. SEPARATION GLASS--) TQ GLASS (SEE SCHEDULE W SEEt ] 11 FCR HFOE (DAND 1 ON SHEEF is FOR ! BLADES Q n 1 gJ+V WALL HEADER INSTALLATION EXISTING�� 9 2 Y4CONE:-3M4tt SEPARATION TO GLASS�T' WOODPL 9(SEE SCHEDULE ON SHEET I1)IN`Q,!i1r=�1+hR�-__ 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY YW/ 1 1/2' Min, PENETRATION OF THREADED AREA TO VISITING WOOD HEADER (SEE SCHEDULE ON SHEET 15) 1/400-2Ox3/4' S.S. MACHINE OR 18 SCREWS W/ 1/4'-20 NUTS 1'�-MEin. ® 12' O.C. EtSG, MIN, 2 x4' WOOD HEADER REQUIRED MIN. SEPARATION TO GLASS EE SCHEDULE ON SHEET 1 J UN HV WALL HEADER INSTALLATION ATION E PARgT{ON TO GLASS I ' M� —tsEE .s(3L_. sHEET 11) I ' E 2'x4- CONT—/ 1 f 1 WOOD PLATE -� �I e+ 1 1 I•. � 1 4 0 TAPCON OR TAPCON Wm{ ADVANCED �! T14READFORM TECHNOLOGY W/ 1/2- t PENETRATION OF THREACE6 AREA INTO PLYWOOD (SEE SCHEDULE ON SHEET 15) V EXISTING MN. 2 z4' —1/2' MIN- COX PLYWOOD REW'D. STUDS 0 16, O.C. MAX REQ'D_ PLYWOOD TO BE E1a5iiNG 16J. 2 i41 SUDS ®. 16' O.C. MAX REQ'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WATH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE CP�HV WALL SILL INSTAI I ATInM F.B.C. ---7:---f 1/4 0-2ox3/4' S.S. MP,CHM SCREWS WW 1/4."-20 NUTS 01: I Q.O 7/4'0 TAPCON OR TAPCON WITH ADVANCED MIN. CD \ THREADFORM TECHNOLOGY 'LYWOOD REO'D. \ iW/ 1/2' Min PENETRATON OF WALL FWty4--� THREADED AREA INTO PLYWOOD (SEE SCHEDULE ON SHEET IS) © HV WALLHV WALL SIL�IN�AL�TION ♦ SEE UIMONS Or U E OF BLADE 15 ON SHEET t9 02017 TILTECO, INC. IL ECO�N�. TILLIT TESTING & ENGINEERING COMPANY 6355 j R` •, N.W. 35%. SL, Ste. 3G5, VUWNIA GARDENS, FLORIDA 33 Phone : (3o5)11ma-1530 Fox (305)871-1531 �N . : f � •j�..... H�\� ,,11 P.E.lSEA VA6'A�JRe/nATF WALTER!k TIL Jr, P.E. ��� Ue. p 44167 i 1,04, SERAJ I TO MASS 11 FOR RA I ON SHEET I EXISTING ] SAOES0 CLASS-'{' C F ct TAPCON OR TAPCON WITH ADVANCED OFORM TECHNOLOGY W/ 1 1/2- :NETRATION OF THREADED AREA TO G WOOD HEADER, :HEDULE ON SHEET 1S) 1/4'6 TAPCON OR TAPCON WATH ADVANCED 4' CONT, �I THREADFORM TECHNOLOGY W/ 1 1/2' EXISTING WOOD HEADER . PLATE L i Min. PENETRATION OF THREADED AREA TO Ib 1i \ (SEE SCHEDULE ON SHEET 15) i 6 WALL FINISH ®NV WALL SILLIN���STALTON A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Hon High Velocity Hurricane Zon © 2017 EASTERN METAL SUPPLY, INC, BERTHA HVTM Accordion Shutter System FLV. BLADE #1 W/ OR W10 KV. WIDOW 11ME AWING No 17-107 L. FINISH - 1/4-0 TAFCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' ML7. PENETRATION OF r E/1208D'AREA TO I. EXISTING WOOD HEADER, + MTn (SEE SCHEDULE ON SHEET 15) 1 --OPTIONAL ( t L= tr' I EE [S11XG MMa z i4' EffSTIN HEADER REWD cuss JL@ MIN. SEPARATION TO GLASS 8 (SEE SCHEDULE ON SHEET 1 1/4'0-20x3/4' SS: PHILLIPS TRUSS HEAD MACHINE SCREWS W/ 1/4'-20 NUTS a I O.C. C,S HV WALL HEADER INSTALLATION SHEET 4 FOR TYPICAL SC-0M% ASSSNBLY 2-[dOaNONG SECTION$ CAti TA COtdBLtiED 6l Ad1Y WAY TO SDTT ANY INSTALLATION.. Y M1FL sMARMON TO GLASS ES (SEE SCHEDULE 0" SHEET 11 EXIST t t ( & YIALL— � 1/4'0 TAP( OR I- 1 -, pMLUPS TRU 1 2 4' CONT TF TAPCON WRH ADVANCED M1" MACHINE SCE THREADFORM TECHNOLOGY SILL PLA'E W/ i/d'-20 jREQb OF 1 THREADED Min. PENETRATION 8 72' O.C. OF TING WOO AREA "— EXISTING STOOD HEADER - (SEE SCHEDULE ON SHEET 15) Q HV WALL SILL NSTALLATION SEE .E. 4'x8' (Alin.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OF ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/4'0 TA. -CON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING STOOD HEADER. (SEE SCHEDULE ON SH I { EXISTING = GLASS—i i C ' M � � It FOR nlr� i a! go I w'ttts EXISTING 11 F�T� GLASSON t RnRSCt I ALTERNAT ,ANCHOR �ANCHOR LOCATION 2'x6' MIN. 1YOOD I DECK REQUIRED- (NO FINISH ALLOWED) - EDGE OF DECK IF APPLICABLE I_,. NUTS 1/4.0. TAPCONORTAPCON WITH ADVANCED THREADFORM-1 L TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) Or I IT s' IQ FOR W) HV FLOOR INSTALLATION .•4���^; , f v�� S�. D2017 MTECO. INC. � TL a ECOINC. typ �Q• TILLIT TESTING k ENGINEERING COMPANY 6355 N.W. 36th. St. Ste: 305, 4t 1 WIMMA; CAttO7i5, FL66DA 33 Phane �PI�Jq �\� 11 EN : (305)871-1530 . Fox : (305)871-1531 a-m01: 0006Caol.com 719' AL .•I'' WALTER ,. V P.E. 1 /CIl:NAn IPC /TYATC FLORIDA U. # 44167 Q14x3/4' S.FdS. or t3 or 1© � I ail' OPEN HOLE AT EACH STUD TO ACCEPT 5/16'0 LAG SCREO AT CENTER. OF TUBE EXISTING = GLASS— TO AM (ISM losxxc II OR 1�� —j ii1 SHM IN SIM iB FOR RAM (D ik d EG (IF APPLICABILE) -- EXISTING WOOD TRUSSES OR 2' RAFTER o 24' OZ. REQUIRED ---, EXISTING SOFFIT '` THK. 1'z4'x1/6' CONr._ ALUM. TUBE (Ea63-TB ALLOT) S7( or 73 or @ (� RA�ft oR TRUSS' LOCATE LAG SCREWS AT LODNWTH OF EXISTING WOOD tlEMSM (2' MIm NOMINAL WIDTH) YI/ 2' Sr..s., PENETRATION OF THREADED AREA VALID FOR INSTALLATIONS STITH 72 sf I ' 4GAX. AS.D. DESIGN LOAD ANG I D -6' TAAX_ 5PAti, THIS (I fiSFAL:ATIOFt ES ONLY VALD ( FOR WOOD Yf/ "N. SPECIFIC I 1 ORAVRY OF OSO AS DOUGLAS t QR �� FOP. SOtrHERN PINE Na, 3 OR EOUAE, NSTALLATIQN EXISTING { 8 � #IDx3/4' HEX GLASS---T —WASHER HEAD TEK i SCREWS 0 127 ac ,1�--EDGE __ W„_v - OF DECK IF - `� APPLICABLE---- J r "' - 1/4'0 TAPCON OR TAPCON WITH ADVANCED -2• MIN. —� THREADFORM TECHNOLOGY W/ 1 1/2' 0— PENETRATION OF THREADED AREA TO EXISTING W00D HEADER. (SEE — SCHEDULE ON SHEET 15) _ A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Vxfi" DECK EDGE. IF API CODE (Non High Velocity Hurricane Zon 02017 EASTERN METAL SUPPLY, INC. BERT A HVTM Accordion Shutter System H.V. RAM #t W/ OR W/O H.V. WINDOW BLADE AWING No 17-107 END INSTALLATIONS 1 HV BLADE OR a WINDOW BLADE INTO 2"x4" MIN WOOD STUDS ztr Lm1 Y.nm fA9 MPDt'/AE7 \ / NtCHCR'O 6- QG \ / Y!/ WA•1 \ / 1 ra:EmAI1CN CaD ERA U= CLA95^t �' ro 1= COX PLYAVOpff tip EEG\\t . M.J. SPAPA2 TO C.RS (_- f/2` Idpt COX Mar. . �. f4.YepCp_ f3l8ES R-i& /�. I r/2' wet 10OR W END CON NEC ION DETAIL Q 11♦' IAlet 1ip00 S1UO5 Fi.R�6 p . a e mmrs pto=v2- 016 O.C. SEE CErl S) cc T 'n T/PCON A'.TA�pRS +/4•,. E 1(2- Nil - Err+wscN o tz• ae FeC END CONNECTION DETAIL (0' ,` NN. 300 $NOS. S AFIICABLE) L H (RTelp CLASS ACl SFPA4R ro�s� ss�grt's�' or s�EEr se� END CONNECTION DETAI► w- MO—"MO—M OtRY PCt SPANS CECV R 1N 4 fY-C ♦ SEE UmrrATIONS OF USE FOR BLADE @ ON SHEET t9 I NVIsi r.,-NVL r,'pp0 ,roil � _ijf'�� ts-Q•Ow6Qwa-•£- SNOS R:0'D. P1C<JI 'L. ��"'�• +•u Q' 70'•�-�•O•d�w � �(;,�ai 3!w tl�c�t�� .g- 1 L+ S PLAN VIEW Y END CONNECTION DETAIL 12 t� p*er` _ FLORIDABUIEDING CODE (Non High Velocity Hurricane Zanl �r i/�?• ;• ®2017 'IIL7EC0, INC. ©2017 EASTERN METAL SUPPLY, @iC. 11 L I E C O N�. A.S A.S.S.A. BERTHA HV,, Accordion Shutter System � TILLIT TESTING & ENGINEERING COMPANY AR1eriCCin Sf►utter Systems ELY. BLADE #, W, OR W,O H V. WINDOW BADE II DESCRIPTION oaTE DPgYtt :' 6355 N.W. 3ein. St., SW- Z06, MRI:M9A C40DIS, FLORIDA 3316 Phone : (305)871-1530 . FOY . (305)871-153t .Association. Inc. 4268 Westroods r@r+ve 1 OLD 1$-08$ 7/27/1/ BY: L;C, DATE: 07/27/17 ' �+ A, Or'7AL ���•••' a-mnu: weeenlxnm.<pm 8-0006719 WALTER A TILLIT,4. Wes Palm Beach, FL 33407 2 3 DRAWING No '� P.E. SEAC/SI@NATURE/DATE P.F_ rLOROA LI<. 0 44167 4 s %— �% r o�04� TYP. EA. END v MAX s tYU' 'S WIu ` ALLOWED AT FIV-� WINDOW MADE 0 P SEE END cow—T CDON DETAILS CN SHEETSr to & is TYe. /g FURL HEIGHT. f r(r�lulll� 0 � 7�� c� � (MI EMI (MI �H (N (9� � � � �► � 9 � �) _ I M�A� UNLIMITED YADTI I ELEVATION MIN, SEPAPA00.Y To GLASS EX!ST1NC CItSS SEE 5CtlE— TAR SN'�T tt FUR BU,OEO — � � A'� ON T111 SHEET FOR BIAd1FS p& YP ���} t ^ 21 -4 �`:1 TYP. SYMMETRICAL CENTERMATES 21 '� W/�24�OR AND W/O`SSt� (SE NOTE 4 ABOVE) PLAN EN$n ,✓ mzon mTEco.1Nc. �LrEco���. • �% milli : TIWT TESTING & ENGINEERING Q. COMPANY t a..P.'••.�LT,s11TiP �� \(V. 1 6355.11.W. 36V SI., Ste, 305, MRCNIA MOM FLD. 33 Ph— : (305)871-1530 . F.. ; (305)87I-1531 s— .Z UTte..zvat.eam t� ES—CO0671 B WALTER A TILLIT Jc. P.E. P.E. SEAUSIGNATURE/DATF FLORIDA Ua. 0 44t67 1. MAX. ASA. DESIGN PRESSURE RATING: +110, - Ito p.s.l. 2. MAX SHUTTER SPAN: 96' 3. ALLOWED MOUNTINGS: Al D, 0 & H ON SHEETS 6, 7; AS WELL AS �M¢%OUNTINGS M, O, T, U &�W� OON SHEETS 16 & 17. R�CaD IN ABE INCLUDED AECA ONLY AT EXTERIOR NG�L a r III CASSIDE OF OF ZE ALLOWED ��G HJ WAN�W BLADE 1A SHALL ONLY ALLOW A MAXIMUM OF 5 OPENIRM (3'� HOLES) FOR ®PER BLADE AT SPACWGS SHOWN ON SHEET 4, (8) 1814. LSFARAtCE FROM TOO OR BOTTOM EDGE OF HV WNDOY! BLADE OF ANY 3'0 HOLE FOR ® SHALL BE 12 (C) FlRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE W l'ANDOW BLADE t (0) UV WINDOW BLADE. t�iy MUST BE USED ALTERNATE TO A SOLID W BLADE tO THROUGHOUT SHUTFUrS WIDTH. (E) CE)![ERNATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID W BLADE 1 AT EUHER SIDE OF THEM. (F) POLYCAR80 ATE FNTHE WINDOW SHALL DE INSTALLED SO TF(AT TABS FACE ONLY tINSTALLED TERIOR OFAND LOCKED THEGUSM A W SSEMNNG TOOL PROVIDEDByASSA INC. & SEE ANCHOR SPACING SCHEDULE FOR 11ISTAL1AT10tIS ONTO WOOD FRAME BUILDINGS ON SHEET 15, AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 7: SEE ANCHOR SPACNO SCHEDULE FOR INSTALLATTONS' INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). B. MINIMUM SEPARATION TO GLASS SCHEDULE, PER ASTM E-1996: WIND ZONE MIlOMU11 SEPARATION To GLASS 1 THRU 3 /' 4 — - 6.25' / J�5; �10 i A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Seoch, FL 33407, WDE(Hon High Velocity Hurricane ZonR 02017 EASTERN METAL SUPPLY, 1NC, BERTHA -MTV-,, Accordion Shutter System L-LY. BLADE #1 W/ OR W/O H.V. IMNDOW BADE a DRAWING No 4 17-107 I Imo,: lLn. ASRd A-653 GRADE 40 LG.. G-60 GALY. S1ED. gym• _VARIES 2' Max. 11E.-AL STUDS AT lfi' 0.C. o - d o ^ W Ir 4! c B C. 0.035' TWCK Wi , STEEL TRACK CHAtWEL-, 43c 430 0 -653 GRADE 40 IGa. C-60 1 ZED FASTENED TO STUDS ; 16.1/2' TEX SCF07S ON 1 & Ex1F1,TOR FACE I 6' O.C. O 6" O.0 MDN SG FINISH AS APPLICABLE EXISTING CLASS- MIN. SEPARATION TO GLASS (SEE SCHEDULE) 3S TACK MM, ACK 1 G-G-60 TO STUDS SCREWS ON FACE M EXISTING FINISH AS APPLICABLE 43a O.C. 1 0 V, O.C. 67, „/2•L OA35' THICK W ;� U11 AST. Al -;.GRADE 40 w1h. G-60 GALY. STEEL t" METAL SRIOS AT le O_C. tAin nLi INSTALLATIONS W/ a HV BLADE & HV CENTERMATES 43b INTO METAL STUD WALLS ®6 o.C. 40 41 w N 6 GENERALI S AND ONDMONS OF USE FOR BERTHA 1 HV BLADE SYSTEM INSTALLATION TO ACCORDION SHL�RMETAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY_QENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A SY METRICAL LAYOUT. USE 0 (2) 35 (6' LONG, MINIMUM) MUST ALWAYS BE. INCLUDED AT -EXTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. *'k BLADE SLACK DETAIL NVF IS ALSO VALID FOR t/2 38 CENTERMATE 21 APPLICATION WITH BLADE 1O 12 ` 436 ® 6" O.C. ': MS WALL HEADERjSILL INSTALLATION -EXISTING GLASS - a ;. SYMMETRYCAL X . CENTERMATES '.INTERIOR ACCESS SIDE;, "U35 6" Min.) 'q HV@ BLADE S P.E. IN I fi l35)(6" Min.) LLL LACK DETAIL HVF HVC 02017� TILTECO. INC_ 3 1L ECO ewe. N TA, 11 I1 ATC TILLIT TESTING & ENGINEERING COMPANY 6355 N.M. 361h. SL. Ste. 305, MRCM CAROms. FLCRIOA 33 Phrne : (305)871-1530 . Fox : (305)871-1531 a -met Late 4e ..L_ Ee-0006719 WALTER A N.UT 3r. P.E. FLORDA U.. ® 44167 - 1 2.000" Ll". I- m oo• 1/4"® NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GI ASS SCHEQUI-3.000, WIND ZONE MINIMUM . ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1^ 4 4^ EXfSTING FILSH AS APPLICABLE (iYP. TOP && BOTTOM) I-. — — E .....TO G1ASS�V,• !•� I!E�!I 1 (SEE SCHEDULE) Mmr. I I 1/2" MAX. SLACK A.S.S.A. American Shutter Systems Association, Inc. 4268 Wes iroods Drive West Palm Beach, FL 33407 I �LEING.TH 43 1/4"6-20X3- BOLT MUST PENETRATE 1.373 o T .250" I- , .050- n m N ?_- 1/4"0-20 , ,Nn THREADS 430 -1/4"O ELCO CONSTRUCTION PRODUCTS FAR—WK HD COMPONENTS SCALE 3/8"= 1' 6 1/4"x 0.035" THICK Min. LY_ STEEL TRACK CHANNEL, 53 GRADE 40 Min. G-60 :D FASTENED TO STUDS !6x1/2' TEK SCREWS ON & EXTEPoOR FACE LOCATED AT 12 HV HEADER/SILL ENDS VIEW Y SIDE CONNECTION TO TRACK ©2017 EASTERN METAL SUPPLY, INC. BERTHA VTM Accordion Shutter System H.V. BLADE #1 W/ OR W/o KV. WINDOW MADE Y. No OEStfUPT10N DATE DRAM EY: LC. OLO Is-085 7/27/1 DATE: 07/27/17 2 DRAWING ND' 17-107