Loading...
HomeMy WebLinkAboutProduct Approval; Accordion ShuttersFile Copy i SCIS Home Log In User Registration Hot Topics Submit Surcharge Slats & Facts Publications Contact Us BCIS Site Map Links Search Flnrida Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail ? ` y 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@easternmetal.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Bill Feeley irodriguez@eastemmetal.com Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Walter A.. Tillit, Jr, P.E. PE-44167 National Accreditation and Management -Institute 12/31/2020 John Henry Kampmann Jr, 23 Validation Checklist - Hardcopy Received Certificate of Independence EL389 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 (11.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option 0 09118/2017 10/18/2017 10/19/Z017 12/12/2017 FL if Model, Number or Name IDescription 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks (top 3 - (Non-HVHZ) - Drwg 17-108 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 Level 110".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'-Z" 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 unicon.Max.span for HV3 blade w/o window blade for Installations Into Metal Stud walls is 70' for coax. ASD pressure rating of +72,-72 and 84" for +64, .64 psf. See sheet 5 for other spans and ASD Installation Instructions EL389 139 It AMER19M SHIJrTER 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 FL389 R9 AF AMERICAh1 SHIITTFR SYSj MS DRAWING 17- 108 PRODLtCT EVALUATION REPORT PDF Created by Independent Third Party: Yes 389.2 Bertha liY Accardion Shutter -Blade extruded aluminum interlocking blades retained by tracks (top i Only- (Non-HVHZ)- Orwg i7•L07 and bottom) for smtTn protection Limits of Use (Approved for use in HVHZ : No Apprvvedfoc use outside HVHZ: Yes Impact Resistant: Yes Design Prtessure: N/A Other: Large missile level "V% Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the HVI blade, 8'-0 for +64, -72 p.s.f. A.S.D. load for r1V blade for Keystone mountings 7'-0' p.s,f. for metals stied mountings and W-0" far 110 p.s.f. for HVIA working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. Installation Xnstruetlons FELIO - io II AP4�,�y 5H lT r R SYSTEM ASSOC INC,DRAV'r'NC 17.107 BERTHA HV ACCORDION SHUTTER SYSTEM:POF - Verified By-. American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports 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 omits of use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact'Reslstant: Yes Design Pressure: N/A Other: Large missile. Max. 16'-0'span at30 p.sif ASD load for Blade i and 184" for Blade 2. See schedules on sheet 12, 25 and 28 respectively installation Instructions FL389 Rq 11 AMERICAN SHLOER SYSTEMS ASSOC INC DRAWING I7-106 BERTHA HV ACCORDION SHUTTER Verified By: American Test Lab-9f South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 Rg AE AMERICA{ sHuTTER SYSTEMS ASSOC.,INC DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Camara ifs :: 2fi9I n;.oirStrrtn @nnd. rntlattn1 9 t7;140 Mnj e, 8Sn.4A?-f RZ4 The State of Flonaa man AAffE4 rsapioyer. SiY'Y.".9°61i1.2' ?.ZnI2.S••are arsrenca.:: Pr=vaty Scntempnt :: 6SMUttr , 5tftte.mdnt : ; R. , no S4412e21 Under FiNWO Few. entad addrwes am pubtk =QMS. It you do rat wo.,n your a -mad a gnc% tC•.rased in response to a ta,aic-+ecv%iS nequ2at. do not. send electtomc mall to tRls cnW. tnsteiad, comaCt rho QMM 8y prone or W tr4rJWW dr runt. If you have any quoatw s, please coptact M.487.1395. "Putsu4rt to Sea.un 453.275t 1), MOO Statutes, MreajF Cctotier 1, 2012, how=m licensed under.Chapter 4SS, F.S. m.at provide the ncpanment with an email address it they trove cue. The em"S ptovided-mav be used rora'fkW corarnunlc=n with gie.tKensee. I4Rfever ema'd addtesliei-die 04UC record. If you do rot wish to ruppty a gmmo l 00ams, Plea= provide the Department with an email address which can W nade av"able to me puuic. To defiq=o x you ore_ a tunrsae under Chapter 4$5, F,S. WN50 deck n - Ptildu ct APProval 0.cSogtle GENERAL NOTES: 1, BERTHA ILV. ACCORDION SNUFFER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT- (F-ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Ka=0.85. USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION; ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O. DESIGN WINE) LOADS BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/ MAX. (AS-0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED., AS TESTED• WERE NOT OVER STRESSED, A 33 7 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS HOWEVER, A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WM BE ATE. REPORTS: CTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER -NV BLADE LD J0214.01-03, 00715.0t-03, 91004.01-05. #1214.01-05, #0317.02-06. e06G9.O1-1D AND 10210.01-11 AS PER TAS-201. TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL 0• WIND ZONES 1, 2 & 3) & #1220.01-10 AS PER TAB 201. 203 & 203 PROTOCOLS LARGE MISSILE -HV WINDOW BLADE e�$i #0505.O1-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D. WIND ZONES 1. 2, 3) BASIC PROTECTION ONLY AND # 0725.01-88 AS PER TAS 202 PROTOCOL 2, HV B(ADEO 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 3. BERTHA H.V. ACCORDION PUNS (IN SCREWS)• USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #144.75' AND g14x1.75' RESPECTIVELY. 410-11T MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGnL PIPS SHALL BE CGATED WITH BERTHA hY OACROSHIEID COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTER SYSTEMLS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL. ALUMJINUM EXTRUSIONS SHALL E 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-TS ALLOY- &, ALL. SCREWS TO BE SONLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 k.1 MIN. TENSILE STRENGTH. AND SHAFT. COMPLY W/ FLCRIDA BUILDING CODE SECTION 2411.3.3.4. 6, BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AIM 304 OR 316 SERIES STAINLESS STEEL WITH 35 W MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOW,NG SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE OQ . 12.13.14,15 AND 20 HV BLADE O' & ® WORKING IN UNISON: 12. 13 & 1$ 8, THIS BERTHA HV ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6779.582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT .#5'458.179 ISSUED TO. EASTERN METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO Be ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAT./CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT' WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, 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 CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL E PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING COOS. TZ BERTHA. H.V. ACCORDION SHUTTER SYSTFJXS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMTr IS APPLIED TO. T3. (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.D. (h) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS RED., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. (a) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEWS. REESPOrt SIBLEECFFIOR, THEPROJECTS PROPt RUSE OF'PREPARED THE P.E.D. ENGINEER OFREGISTERED ECO D, ACTING AS A DELEGATED ARCHITECT NEEEERCH WTO THE PELL ED. ENGINTHE EER SHALL SUBMIT To THINEER OF RECORD S LATTER THEFOR THE RSITE SPECIFIC AND WHO DRAYINGS FOR REVIEW. (e) ORIGINAL P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37. SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL VANOOW BLADE & 1WNDOW DETAIL ' AREA 2 HV BLADE D AND FN WINDOW BIAp c riA% (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEEP 7, CENTERMATE DETAILS HV SHEET 8` CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEEP 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET l8 AREA 3: HV WINDOW B Ans 1nA ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW SLenF in OON \' INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA I ` \`T Aft 7I_ • ...... /� e - 4��'Ns x ,�,� \\\ �, •., ; fi \ ......c' ��r.\� L\ •u�/v�It� {.`'V fYYH P.E. Sl'RtoS1644A7URE/DATE 02017 TILTECO, INC. tWFJUA BUILIN A.S.S.A. American Shutter Sy$fBm3 Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 * WUt (Non High Velocity Hurricane Zonl @ 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. MADE #1 W/ OR W/O ITV. VANDDW MADE TILLIT TESTING & ENGINEERING COMPANY 8359 II.IY. 35th. SI., Stc. 305. VIRCNNIA CJRDENS, FLOPoG 331E Phone : (305)871-1530 ,Fax : (309)871-1531 c-maA: NlLeea000l.eom IYALTER A. TU.ITI J, P.E. FLORIDA lx. !f 44167 EV. N DESCRIPTION DATE DRAWN By. LC. I OLD 15-085 7/27/1 DATE: 07/27/T7 2 pRAVIING No 1 t 17- / O7 CHFFT 3 4 5 0`•4 1O HV SOLID BLADEB�DE COVERED UNDER US PATENT #.5458179 1A HV WINDOW BLADE* LIMITATIONS OF USE OF BLADE 0 ON SHEET 6063-76 ALLOY AND TEMPER 3.556' 670' 2226' 0 772"1 ------ 0.a72' 3.2zs- 60 V ADJ. FLOOR TRACK QUALIFIED FOR USE IV/ HV BLADE (il 6063-T6 ALLOY A D TEMPER 0 1917' 085" 060' I A80- 1 %0 670 1.686- 1 a 11 HV CEILING HEADER QIMUFIED FOR USE W/ HV BLADE(T)ONLY, SEE SECTIONS FOR VALIDITY.- 6063-T6 ALLOY AND TEMPER y MV..7( M.N Y MN t Ii t 16 .SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER os/ ff• o o.45a' Or j 4.385' jjjj 4.999' :D FOR USE W% HV BLADE 6005-T5 ALLOY AND TEMPER .085 (7)HV ADJ ADAPTERNIP QUALIFIED FOR USE Vt/ HV BLADE Q 6063-T6 ALLOY AND TEMPER 1�? HV HEADER/SILL QUALIFIED FOR USE W/ HV BLADE (ONLY 6063-T6 ALLO AND TEMPER' 1 � ALUMINUM ANGLES ANG�S QUALIFIED FOR USE %V/ HV BLADE 0 ONLY. 6063-T6 ALLOY AND TEMPER vAP.�s tste' o Mcr. r � _ N ro .375" t 94. 101 ®HV WKOR 0 ETRACK Vt/ HV BLADE (1� 6063-T6ALLOY AND TEMPER 0 093' o O 670 3.529" 13� HD CEILING HEADERISILL QUALIFIED FOR USE W1 HV BLADED SEE SECTIC14S FOR VALIDITY. 6063-T6 ALLOY AND TEMPER CaV.PONENT A B T1 T2 't7 ,18 2- 5- MAX. 1 0.192" 0.192" 19 2.5- 7- MAX. 0.190' 0.190- 5� 2' 5- MAX 0.139' O.t31' �{F- �T e 02017 mTECO, INC. Igo; :, ✓y �; IL EC0 N�. TILLIT TESTING & ENGINEERING COMPANY IF 6355 1l.W. J69i. L. Me. 305. 1,1 m= G4R0'M FUlAOA 37 Phone : (305)871-1530 . I- : (3D5)871-1531 •fjj7 t{{. L5A7z1Air /nnx ee-0006o0sBaolcom 7t9 VALTER A. TILUT Jr. P.E. FLORIDA tic j 44167 t.a - 1.2C0' 3 O5 �• Q5 N ►L_90•/180• STARTER QUALIFIED FOR USE W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER 2.670' .9W21 --920 �9 HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADEQ ONLY. 6063-T6 ALLOY AND TEMPER VARIES 1.936' m -125 I a 093' 7 .093' ml 0° jj n of - (`71 V. 14 HD WALL HEADER/SILL QUALIFIED FOR USE W/ HV BLADE (D ONLY: 6063-T6 ALLOY AND TEMPER ( X Y I, ,0.125' 3" 3" j0.090' X I 20 CORNER POSTS QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER Am$,S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (10 HV RAINGUARD QUALIFIED FOR 5.E W/ HV BLADE S 6063-T6 ALLOY A O TEMPER _CODE (Non Nigh Velocity Hurricane Zonl ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLAME #1 W/ OR W/0 H.V. MMW BLADE AWING No 17-107 � 4576' 2.293' .745' a "a. ) .062' I _ 1 1.325" 201 HV CENTERMATE QUALIFIED FOR USE V!/ HV BLADE ONLY 6063-TB ALLOY AND FR i I 1.750' I I 2.750' 1 PLAN -' FRONT ELEVATION 27 TACKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE DONLY 6063-TG ALLOY AND TEMPER 1M.214-' 917 (3 HD CENTERMATE W1 No LOCKING ROD QUAUFIED,FOR USE W/ HV BLADE 1 & J67 6063-T6 ALLOY AND TEMPER (61 BSI LOCKING RODS QUALIFIED FOR USE %V/ HV BLADED 6063-T6 ALLOY AND TEMPER Q,5 INSTALLATION WILL REQUIRE A 7/16- HOLE DRILLED AT TRACKS FOR PROPER ERIBEDMENT (?2) HV F OA I G CEN QUA�IED FOR USE W/ HV BLADE 1 & 1 ONLY 60E3-T6 ALLOY AND TEMPER 1/4 �D/ • 1/4'-20 CASTFLA. SSNS. • T - 80US:NG ENM1YEL (2 TYR) PAKED PXIM n m 875' ER455 C(CHROV • PLUM) (c14iO4E HV LOCK 1&75-1 QUAI RED FOR USE %V/ HV BLADEO7 & � ONLY. 28-74' `• w I— VD W/ MY UL Uty UNLT /.756" 922' 6063-T6 ALLOY AND TEMPER 4.045' o � 2.079' 1.753• N •06 • o n O a m d6 HV MALE "T" LOCK CENTERMATE 4.566" QUALIFIED FOR USE VI/ HV BLADE ONLY CSHV FEMALE "T" LOCK CENTERMATE 6063-T6 ALLOY AND TEMPER QUALIFIED, FOR USE W/ HV BLADE ONLY 6063-T6 ALLOY AND TEMPERR'' 6063-T6 ALLOY AND TEMPER 1.130' e 4 ' 3750 i�6 tiV 3j8"0-16 AQUA THUMBSCREWS QUAURED FORc ,yfy�/H�V BLADE ttl If, P.E. 3.161 0 3' 331 1.03 35° � n '(3 HD CENTERMALT INSERT QUALIFIED FOR USE W/ E HV BLAD& 1A 6063-T6 ALLOY nNO TEMPER *1/2• x t/C•0 (p HV Ili" 0-20 AISI 304 ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE tO 92017 TILTECO, INC. IL ECO ,N�. TILLIT TESTING & ENGINEERING COMPANY 6355 NAV. 36u, St.. Ste. 30S. YJiGCdA CaRDDA. FLG,a 33 Ph- : (305)871-1530 . Fmt : (3o5)871-1531 e .U: Wtee90ea.— EB-0006779 v,ALTER A. 11UJT Jr. P.E. FLORIOA U.. Q 44167 SEE G5T HOUSLNG E70MEL 9PKED PA2JEO GRESS TURN KNOB. ( HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 7O & ® ONLY. PLASTIC HEAD —'� —---���StB���"--- ° 2 MOLDED TO Q SCREW N - .825" .3b0' AFTER RIB. 1 /4"g-20 x 3/41f BEFORE RNET NG I Li S S. THUMBSCREW 1/4"0-20 RIVNUT* *SERIES 9444 ALUM%UM (2024-T3 ALLOY) LARGE FLANGE THIN .8221 SHEET NUTSERL PART # 0820, AS MANUFACTURED. By AYOEL CHERRY TID(TORN. PARSIPPENY. NEW JERSEY 07054 OR EQUAL HV "T" LOCK ®HIV ALTERNATIVE LOCK QUALIFIED FOR USE OUAUFIED FOR USE P!/ HV W/HV BLADE (D ONLY. BLADE Q ONLY. D 4 S<5' m o n ' oO ri .^ ° O _ Bo<' 11HUMSTURN CYLINDER OR KEY CYUNDFR 0.875' A6a. 1 .125" MP:. � W0pp11' p N o THUMBIURN CYLINDER OR KEY 1.57 Min. CYU40ER 1.78' Mt iR4 HD LOCK BY REGENT HARDWARE MORTISE SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE 'ell HV BLADE tO& CAA FLORIDA BUILDING CODE (Non High Velocity Hurricane ©2017 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 v 0.w7 ■ "" " V TM Accordion Shutter System FLV. RAM #1 W/ OR W/D H.V. WINDOW BADE AWING No 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 0 HV BLADE 1 HV BLADE 1A HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER 41 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/ #8 HEAD ® HV 2 3/4' ACCORDION PIN W/ a8 HEAD ® POLYCAR13ONA-IE IMPACT RESISTANT HV WINDOW tk HV PIN REQUIREMENTS AT _EXTERIOR R1 DC KNUCKLE CAC ' t Ht/i1I HV (14 (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D OR ` HV 1© BLADE. TYPSHUTTER ICAL ASSEMBLY N,T.S. ,2) HV PIN (g MAY BE USED IN LIEU OF (D AND ONLY AT XTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 00.324' 3LADE WHEN CORRESPONDING TO INSTALLATION "It", SHEET 7. `3) HV PIN © OR @ W/ 1/2" O.D..1/16" THICK S.S. WASHER TYP ®. 5 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8� SHEET (g WHEEL CARRIAGE DETAIL N.T.S. rs. ASSEMBLY LAYOUT . �� \L` CN p[ '� ✓"Jj = OC 02017 TILTEOO. INC. - a L E C O ANC. 9 ••• p� i•(CC�:`.�4• r` •: ��v1 L\\ j/D�/i ��Ij11tEB- AFat TILLIT TESTING & ENGINEERING COMPANY -5 NW. J6U. SL, Ste 305. VRCM GARDENS. FU)RDA 33i_ -1530. F(30.5)871-1531s-0: tat—Qd— WALTER A0TILUTJ. P.E. P.E. SEAL/SIGNATURE/DATF FLORDA UD. 0 44167 525' BLADE O625' u •0625 0625' BLADE'S KNUCKLE (TYP)IT ILI' PpRRON 2 7/8` IAW.� f7V WN— CLEAR SEPARATION f BEWEEN .1 BLADE +f+ OPENINGS t 5 3/1. ON CEN7E EXTERIOR TYPICAL HV WINDOW BLADE I(1A AND POLYCARBONATE HV WINDOW DETAIL * POLYCARBONATE IMPACT R SISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12' MIN. CLEARA CE RESINS, UV -STABILIZED GRADE OR SABIC TO eLAD� Bon Al INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE `F• ON SHEET 19). POLYCARBONATE SOURCWIR9 APPLMS EnP0L PROPENF3 STANDARDREiEFE110ESPE= ORAY01t AM D792 TOE tE YIE D STRa ufH FLEXURAL STRENGTH AT 1TELD FLEXURAL NODULUS ASRI CwS AM D790 AM D790 1Z.SW p.s i, 3i%= p.al tJ,400 0•el 34S•000 P..L MOLD QCD AS IA M56 ,e FT-Dli 17 rT-D/U, SLG.E DO = RAZE OF 0URNCIG SELF MN=N AM Di 3 AM DIM AM DIM 472 : C-t CLASS 10W T E4.5 C-1 CKSS 9EO F AM C1S5 TETSLE SM0DZM / AFTER.. Mn ERRC TENSIE STRESS B70"-, MUTPII6XG AM SM AM 638 9JW2 ry 1 8461 P.,t BUD A j. E00 0.LL A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zont 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System KV. MADE #1 W/ OR W/o KV. WINDOW BADE Y. N DESCRIPTION DATE DRAWN BY. LC. T I oLo to-08s 6% ,T4 DA7Ew�� 7„ (AWING No 17-107 SEE 16 0 IJ 0R_K I ,H II xDe-Rve LE O> fi> C�©� �O> �� O• ©�' O. 0> Oi9> ©>• mA . T: aR�°v�-�oR®cR 1 D a �oR 6-3 'GJ' 70 ®*iJ�oz19*Q3jGR19= I[J�5u11©'� TYPICAL M HV BLADE SHUTTER ELEVATION N.T.S. QS *A0_1ES ON HV LOCKS AND CENTERMATES• 1. MANDATORY CONDITION it• ONE HV LOCK @ or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BEJ.gOW 42 OF SHUTTER SPAN. FOR SPANS UP TO 105'. AND FOR INST TTONS T ANY ELEVATION. HV LOOK t2§ ar MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO, OR d, CENTERMATES ,CAL SHUTTER 47/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPELEVATION. 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS 20 OR ti'§ MAY BE USED AS AN INSIDE OR -OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES @ OR a SHALL BE AS INDICATED ON NOTE (1) ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3.CONDITION UMNED MANDATORY CONDITION 02 IS LI WZM H.V. LOCKcL LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDIRON i • ONE MN LOCK @ �` SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATKINS AT ANY ELEVATION. HV LOCK ar @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO 21 CORNER CENTERMATE V!/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & T30TTOM SHALL BE USED_ LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAMMU.I! SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK O' MAY BE USED AS ANYNSIDE"OR OUf81DEJtOCK�ZIACHMENT OF 1/4-0-20x3/4- SS. THUMBSCREW TO 6 OR (4- CENTERMATES SHALL BE MADE W/ 1/4"0-200/4' ALUM. RIVNUT AS SHOWN ON SECTION HVE SHEEr 8. ONE LOCK SMALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION i'4 FOR KEYSTON '0 1 ^' ' I ,� 11 eT10Nc ONE HV LOCK M3 or Q3 or @ SHALL. BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR 13ELOVJ 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or fS or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ® or @ SYMMETRICAL CENTERMATES W/ (2) 1/4-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOUTION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS I& W/ OR 0, TOP AND BOTTOM IS COMPLETELY MANDATORY. OF CORNER, *NOTES ON HV "T" LOCKS AND ENTERMATES• 1. SECOND ALTERNATE TO MANDATORfil YCONDDiON !t VALID ONLY FOR HV '1" LOCK (� , ANDTES �p�t' CENTERMATE fg ; n N ATERNATE E!1/ VArTION.CAAY BOCK ®�!A IBELUSED AS ANLONS DEkOROR F OU SIDE L 0 SPANATTACHMENT OF LOCK ®MCLUDES USING REING LOCKER SHOWN ON SEOTT ON HVG, SHEEP 9, WHICH MUST BE CONNECTED TOCENTERMATES �§ A1Y/ 1/4'd-20 x 1 1/2" LONG S.S. THREADED BOL7 x 3/32" ANY VJINGNUT OR W/ 1/4"0-20x1' S.STOA 1/4'0x 5/8" RIVNUT. LOCK MAY BE W5TALLEpATIDSPANOR 12'MUABOVEANDBELOW IAIDSPE OF TYTO LOCKING RDOS TOP AND BOTOM IS MANDATORY_ #NO ES 0 _HL.IJ0CKS& CENTERMATES• 1. 1iQ-14Li.S Htl O+IE AL7ERNATE HD LOCK Q MAYBE USED IN LIEU OF HV LOCKS (2o OR qy FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK i4. MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HO LOCK 034 TO @S IS W/ 3 #8 x 3/6' F.H. S.SM.S., AND INCLUDES REINFORCEMENT INSERT 61 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 @ IS COMPLETELY OPTIONAL. +0'4Y`-, •••"_•••.. ��o •• , • * ' CIF �r •. F .• �� `OY - _ Oy"t" "C' G\�+Il+ VAL f•V 11+ P.E. SEA 7SIGffA`fURE/DATE 02017 TILTECO, INC. 1 L E C O, N c. TILLIT TESTING &ENGINEERING COMPANY 6355 ILW. 36th- St. St& 305. vIRGLVN GARDENS, TLOR04 WIE Phone : (305)871-1530 . Fox : (3051371-1531 °-" ®-CO0� °191rom WALTER A TILUT Jr. P.E. FLORIDA Uo. 1 44167 A. & S ■A American $ilUtfBi Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ©2017 EASTERN METAL SUPPLY. INC. BERTHA HVTt! Accordion Shutter System H.V. SLADE #1 W/ OR W/O H.V. WINDOW BLADE EV. N DESCRIPTION DATC DRAWN BY: LC. 1 OLD 15-085 7/27/1 DATE 07/27/17 z 3 DRAWING No 1 7— 1 07 , lWFFT 4 3 E. HV WALL HEADER INSTALLATION E GL4YG GLASS— tG{ @-.-:I Xr 01 9@E t3aast�e<® lT n r T ' E'. D.- � r'� /'• ;,f 1 t t POURED ONCRETE ANCHORS (SEE SCHECULE ON POURED CON( OR CONCRETE CONCRETE REOUl', T' SHEET 13) REQUIRED C J % 17 1 A FrmjmE (SEE 11:;.L•N71l:G®0N SHEEP 7) ,/+ f• -� f lAin. EQ E07 1/4'0-20x3/4' SS, MACHINE SCREWS f/ f y , i/2' /----- USING 1/4' 20 NUTS / O 12" O.C. 13 OR 15 N � !E. i + \ I I .250" Mac F 'E.D.•! // 1 I I � � I OPTIONAL ! l DR n• Il t 1 t MIN. SEPARATION TO GLASS I I I 1 —(SEE SCHEDULE ON SHEET 11) EXISTING I 1 I 1 CUL55� 0 HV WALL HEADER INSTALI eTION +KEYSTONE OR (1 ' 1 h11N. SEPARATION. TO CLASS ' I i ~(SEE SCHEDULE ON SHEET 11) Ifs EXISTING 11{y tilj 1/4'0-200/4' S.S. CONCRETE ANCHORS f1ACHINE SCREWS (SEE SCHEDULE ON Vf/ 1/4"-20 SHEET 13) NUTS ® 12" O.C. 13 OR 15 _Bill r-M— E105NNG MIN. SEPARATION To GLASS { GLASS--r—(SEE SCHEDULE ON SHEET 11j �T © HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS EXISTING� (SEE SCHEDULE ON SHEET 1' G1A5s 77A 177-711 - - OPTIONAL OR 15 `t -� / % • �� - • •' , 1/4'0-20x3/4' S.S. f' % 6Gn. E EO PHIWPS TRUSS HEAD �` =` 1 4'0-20.3 4 S.S. PHIl1PS 18 MACHINE SCREWS USING ! VCONCP.EfE ANCHORS 17 OR /'�i- % 1' 1/4'-20 NUTS. ® 12' O.C. ANCHORS//CONCRETE TRUSS HEAD MACHINE SCREWS (SEE SCHEDULE ON (SEE. SCHEDULE ON SHEET l3) REDCON CONCRETE F � I i : (� /� Mn. Yf/ 1/4"-20 NUTS ® f2' O.C. SHEET' 13) ORURED C CONCRETE OR WA CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION rl, NCRETE ANCHORS (SEE SCHEDULE ON POURED BLOCK REQUIRED O HV WALL SILL INSTALLATION CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION f- SEE S COMBINATION' PI_OF AL SHUT 1- SEE SHEET 4 FOR TYPICAL SHUTTER INSTALLATION DETAILS W/ ASSEMBLY EDGE OtSTAUCE F(S;EE ♦ SEE LIMITATIONS OF USE FOR `- '2- MOUMING SECTIONS CAN. BE COMBINED PECIFICATIONS pN SHEET 13) BIADE �OM SHEET 19 1 HV BLADE IN ANY WAY TO SUIT ANY INSTALLATION. !Al J�' R A. t!/ '"� _ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone r- 02017 TILTECO. INC._ @2017 EASTERN METAL SUPPLY. INC, BERM A HVTM Accordion Shutter System 4 L E C O I N. A.S.S.A. t American Shutter H.V. BADE #1 W/ OR W/O N.V. WINDOW BLADE twQ\\4 TILUT TESTING & ENGINEERING COMPANY Systems C,, N DESCTFTION DATE ORAVM BY: LC. �� li�'.. �O lO�..• �� \\ '�� '. 6355 N.YI. 36N. St. St,. 305. VjWA%GWOEMS. FWfWA 3316 Association, Inc. 1 OLD l$-DB$ 7/27/1r DATE: p7/27/17 Phone : (305)871-1530 . Fox : (305)871-1531 4268 Westroads Drive R;%^' "(^- SJO�AL�NC?j1/1I 2 _e a- W: at...9.— West Palm Beach, FL 33407 3 DRAVANG No ••''!••ilrllll�'� WALTER A. 70.LR Jr. P.E 17-1 07 4 P.E. SEAL/SIGNATURE/DATE FLORDA Li . ® 44167 6 __ SHFFr ' POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 13) r— tot TO P.EGUIRm; SLAB IFi --i tsaea OJ 5 I/ > , / E D.* // APPLICABLE �•l' EX1571NG� t3At GLASS 1 ALTE Al LOI ;, OR 13DR15 . xr ii i (D' o EXISTING r � �— L.1.A55 EDGE OF i 1C4 ssmww' SLAB IF APPLICABLE SOFDI.tE ar ). n Fart Gum FCRa NC RTE a+ Dar re crn 1 OR CONCRETE BAD¢Qc@) ' 1 I, RFnuIRFn © HV CEILING INSTALLATION EXISTING GLASS i S §14r3/4' HEX. HEAD. TEK SCREWS 0 9' O.C.. R t/4'o-20 Ss' M.S. W/ rM o 9' G.C_ o _ ' EXISTING x GLASS I 1 , Ir —Q OR ) j C01tCRETE ANCHORS (SEE SCHEDULE ON SHEET t4) EDGE OF STAB IF 10 OR @* EXISTING CLASS 'I-RIOX3/4' HEX WASHER HEAD TEX SCREWS 0 12' O.C. —CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) D. QI HV FLOOR INSTALLATION t EDGE OF SLAB G APPUCABLE 9 I----1»fNta 1hYPARAPFtr I s 1D uws m ;-(S:i Tcr�ute x i 1q ( 4 I i e OF IF LFLAT HEAD CONCRETE. ANCHORS (SEE SCHEDULE ON SHEET 14) (1) HV WALK —OVER INSTALLATION CONCRETE AN'CF (SEE SCHEDULE EXISTING SHEET 15) _- 810w3/4' HEX WASHER HEAD TEK SCREWS 0 12. O.C. 4.3/4' S.D.S. 9, a. C. -1us, tevuAsar m < 1Q �521.b< IN 9C- 'N FEAT HEAD CONCRETE ANCHORS :O111RED (SEE SCHEDULE ON SHEET 14) @ MENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE B3, SHEET 11 1/4.0 SW eULLEX TAP00.Y WI O r,cw-tLC0r OR %4 O F � I FA51EA'LRS TFFFM. AN>Cn V/ 1 3/t "'L EM D""NT O Gr of FOR UP To Gf-o' SPAN MID 4• or- FDR SPANS UARGai THAV 610 At 1D Tb n S4{fC APPLY >ERJ211 EYDFASTr7QR fIFAD sra :1 EDR 1P!•TAINlFL �1 xin _I/2' 1/4' 1�r • %' j;'• 1/4 G-2W/4- SS US ATDY. i:i' %' 1° USWG 1/4'9-20 HUrS • ,:Ill" 0 12' Ot •• MIN. DaS"G ran srmucrw& E • 1-. D. su 7RI. (DELORATI� L1,7/8"=L-.t 7/6'=fJ l /° l D` APPi1CABLEt"� y� ANCHORS POURED CONCRETE SEE SCHEDULE ON ( I % / / —�• SEE NOTE 13(b) I• ON SHEET 1 �014x3/4" F.H. SD.S. �® 9O.C. EE NOTE 13(b) A71N..�CONCRETE • � RE00URED :ram PTIONAL R= ' OR CONCRETE BLOCK SHEET 14) REQUIRED POURED CONCRETE OR CONCRETE BLOCK ON SHEET i•• POURED CONCRETE REQUIRED KO HV WALL FLOOR INSTALLATION REQUIRED © HV WALL WALK —OVER INSTALLATION M KEYSTONE MOUNTING INSTALLATION Q 1rAwNDu ASD. cam,«1 PRESbURE: +s4. �2 P31 Q HV RAINGUARD INSTALLATION t N _ S1rvi1ER �� e'er' NOTE FOR COPABIYATION OF MOON • '1 E. D. m EDGE DISTANCE t THIS INSTALLATION SHALL BE REMOVABLE THEN PERFORMED 11- SEE SHEET 4 FOR TYPICAL SHUTTER AS (SEE SPECIFICATIONS ON SHEET 13) �ACE14T TO AN OPERABLE EXIT OR ENTRANCE OF USE FOR * SEE LI&TA7NS-H BLADE ,A EET 1B, INSTALLATION DETAILS ?-- MOUNTING MOUNTING SECTIONS CAN BE COAfBINEG IN ANY WAY TO SUIT ANY INSTALLATION" tit WZ O HV BLADE .'14-�� _� FLORIDA BUDDING CODE (Hon High Velocity Hurricane Zorn tp \\CEAffS ' v 02017 TILTECO. INC. 02017 EASTERN METAL SUPPLY, INC. * 0. BERTHA HV,,' 1 L E C O N �. A. S S.A■ Accordion Shutter System -o' I�.v. BADE #1 W/ OR W/O KV WINDOW BLADE ` %Q t� TILUT TESTING & ENGINEERING COMPANY American SITU$®r Systems . N DES ON DATE DRAWN tm: L.0 y Association, Inc. I OLD 15-DBs 7 27 1 DATE. 07 z7 n GI55 N.V. 76N SL, s1,. as. WRUTu cAaoaS noRm 331e / / / / 1�f1 A (� 1 r'-' 1 (305)871-1530 . I- : (305)871-IS31 4268 Westroads Drive 2 DRAVANG No V/O�ML C�V 11 a- U: trtteeoOooLeom it/i���rAj4r•r/1 1YALTER TILUT 91. P.E. West Palm Beach, FL 33407 ` t %—t 07 P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. (f 44157 s1 1 c41rG-r ;EE-END WALL O C O ILS ON SHUTS ,,(. SEE eeoT� or: L0cKD1G Roos ®. Rv LOCKS ® eT I N EXISiLNG G Ass INSTALLATIONS W f 1 HV �m ALTF-%ltATE W LOCK ® ON SHEET 5. o u T 9D I' f I ** IS VAUD BLADE W HV CENTERMATES a� A� M�PUGnO D`°o OR 10•Q5�©.Qc«© ©� SIEE END WALL CONNECTION. 1 (D'0 FEXIS ING GLASS DETAILS ON SHEETS 10 & 1f — — — — — — — — — — — — — — I— — — — — — — — —_. ------------- — 2"fit/8 i0'-2- (EO63--T6 ALLOY) ALUSL )( /2' O'®��'®oR 19•�5 3 1/4' 7• 6 17' ANGLE yr/(2) 1/4"0 WCON ANCHORS TO C07CRETE i ®'® OPPOSING I. SYMMETRYCAL (TOP/sorrom) & (4)#10.t/2- S.ALS. TO'NBE� AT FP.CH ANGLE_ (TrPj I ' 810,3/4- S.A15. 0 12- O.C. ?ULL LENGHT. CENTERMATES Wf HV LOCKOr ZS) ' CENTERMATES i MIN. SEPARATION I � W HVHV LOCK To c1Ass (SEE SCHEDULE _ \ G J \� I 5 ® * �" 1 t ON SHEET 11) ( ----------- - - ----- -------I------- --- 1------ — 1 1 0 J H VA} ``--r H VB 1 ov, ©� HVIC EXImNG crass POURL'0 CONCRETE OR ©•V - ©DR© O I ) CONCRETE BLOCK WALL \U 7J'®B mtQ. ®w+® Qca� I-------.----------- 10-0°'3 ®. Qc�Q.®rJ`—.— � jREOU RED E�xlssTs+c \ SYMMETRICAL �6 •O7 -Q �.65. F 8• 8 9• 3 1• 5 Ex snN N raku sEPATunov -� CENTERMATES E J ©, @.g. ®,a®. ®� To GLASS I ' ` @-@ --- * Wj HV LOCK 26 oPnowL ®�©�©9.©3��.� or SHELEE r IIj GIN. SEPPRAnON ca (INTERIOR) TO GLASS �//�J''5\��� (SEE SCHEDULE I N IOUAL / cn ©• ® ---- ON SHEET 11) 1 - (INTERIOR) L _ _ U C / — o U T CONCRETE" --------- --__ ' * I ANCHORS 0 16- O.C. s _ I 3 VARIES -03 9a * ® V (EXTERIOR) ® OUT /2" PAX. SLACK HVQ OUHVE HVF** d e 02017 TILTECO. INC. FLORIDA BUILDING CODE ®o2017HIgh E N METAL SUPPLY, INC. Zone sip �ic>PJs�,BERTHA HV,, ' IL E C O INS. A■S■S.A. Accordion Shutter System ` • yt ; H.v BLADE #1 w/ OR w/o H.v. vnNDOW BLADE r� '/Q �{ TILLIT TESTING & ENGINEERING COMPANY American Shutter systems EV. N DESCRIPTION DATE DRAYrt� 8Y: LC. �� �•'•, Y �� MS RW- 36. St. Ste. aD5. %nPMNK WD-?15. FLORLA 33Is Association, .Inc. 1 OLD 15-085 /27/17DATE: O7/27/T7 PAone : (305)871-1530 . F z : (305)871-1531 4268 Westroods Drive 2 =Vs��^JAL��G\�111 e-mE8G00067019r West Palm Beach, FL 33407 s DRAWING.1No ^•� fflfte,t, R'ALTER A TLLLT Jr. P.E. 4 1 7— 1 O7 1P.E. SEAL/SIGNATURE/DATE FLORIDA Ll' # 4ai67 5 SHEET 6 8 OF 21 ALTERNATE INSTALLATION W HV "T"- LOCK V MALElFEMALE "T" LOCKS CENTERMATES 89�& LOCKERS (Oh W f In HV BLADE SEE END CONNECTION DETAILS nN SHEETS 10 & is OUT IN ��OVSW:G GLASS afAO= f0suck eEraa HW, wo:^aT¢ti oN 1 • 7 8 l O Okp� L t0 • ©®Q-®.'+.©.p o SREEr a, AS MIL AS tPAVOMAL RDATI= MADE® DT_TA2 HGO-HVD . ih'sLd' ED QN TPC� SMEE . NAY BE: WITH nLLS pL7EPU1 rsrA!uTMJH DEPat rrvG sMor31 w T Is smmE -<saa3-rB ott?e'/_.uuaL i ..(.".A_Ewl INSTALLATION J-) HV BLADE. W/ HD CENTERMATES (3� SEE END WALL CONNECTION DETAILS ON SHEETS 10& 10 35 * 35 L._---- (GP-- * l sAPsmlz----------.----- - _ _ __ 4 (oPnavaL) 'FVi LEP.GPR. ------.---•.-•--- 30 HV „T.. IN (4) N.v. IN - (a) H.¢ 3 --- -- I - 3 � PINS (M.) PV15 1YP.) ��iO315!N LOCK (INSIDE) r-1 T ). t _ — 7 y.- ( , n„ , I t PA 5 1 28 29 !s' z sro- sro OUT 3t DR LJ 31 oR©2 31 oRC32)-1 31 DR SOME 6 FOR IN LOCK 3@ , 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35 * 35 t LSEE T LOCK. ON SN2Er 6: * W/ 7/8"0 x 3/32" WINGNUT. (oPR -o HpB_HVB OUT (0 �) HDC-HVC ®O HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES t SERIES 9444 N.IINSIN/ HVG* W/ LOCK (EXTERIOR) W/ Qt LOCK (INTERIOR) ALLOY) LARGE TMT7 SYELTEEF rt0:s8n, PART ARTA DEL C AS NAML AYDEL ©���0•O 6 ® t0.®� PAR'RED W. RSEr 07064 1n PEQUAL E1ff, hiL'1 JEISl7 07GSi OR EQUAL tO • ©w®. /% `O•� ©•® e 0-0){�.^� U OI * sEE h'OT6 CN 1GC10AC FODs®m !9® LGGa6 dV StffF..T 6 # Ut MM L FLGAT.VG aw-ra GETA4 YAD-R 6 VAL11 FOR ALL Wi'flli ALcES MPLIfAl.n WaA MADE(j) D-HVD$* FLOATING STACK �; " `t"" ` - a �' 4 flp�.• lI • a' t� •• O * `1 1 02017 TILTECO, INC. MVcON(:. TILLIT TESTING & ENGINEERING COMPANY 6355 M.W. 36:h. St, Sta. 305. VIRGVW GAROM FLORIDA 331 Phont : (305)871-t530 . Fa:: (305)871-1531 `- "Oea uwosaisL�m IYALTER A- T=r Jr. P.E. nZRIDA Uc it 44167 1-LUNA UUILUIN6 A■S■S■A■ American Shutter Systems Association Inc. s 4268 Westroads Drive West Palm Beach, FL 3J*LI CODE (Mon High Velocitq Hurricane Zone © 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. MADE #1 W/ OR W/O H.V.,WINDOW RADE EV. N DESCRIPnOx - .DATE DRAY.'N 6F. LC t OLD 15-085 7 27 1 DATE, 07 27 17 ' ' �s' ' ' G\/1T101` NAL EN aged.." P.E. SEAL/SIGNATURE/DATE 2 DRAWING No AWING N 3 4 5 SHEET 9 nF 9fl a. - 1.91a> 8 '�n Vmhau LO L—L l 3d •1r 1mtL Y 11311WA 61L9000-83 ON ONIMV2i0 f LOti££ l3 '40Dag wl0d ;saN� �toc9—tLt ;� w-o c anu0 Sp0o1;SaM 89Z4 lest-US(s0£) : xe3 • 0L'$L-lL9(50c) u/Lz/to 31rD t/Lz/L sao-st Duo t aul 'uo�}�laossd 9!££ YQdQi! 'S30M tlW HA .Sor _.IS 'IS '419f 'p'N $$C9 HOLLdMS30 �-t :.� wiVaO alga ANWROD ONIH33NION3 $ DMIS31 llllll swe}s1(g �e}}nl{S uoa�ewV ' 3aM M00NM WH 0/M So /M 1# 30VM -A-H it ulMAS .1014nuS uoipl000V `"BAH VH.LU38 '3NI 'Alddit5 IV13W N831SV3 LIOZQ '0W '0031I8 110Z,9 auOZ auooulnH A110018A y6"H u0101000 9N1011nB VOINO13 ®©b + O ©b®•®p0 O 09 11Y13a N01103i 11VM N0018 31383NOO 80 31380NOO OlNI 30VIS MOQNIM AH 2I0 30Vi8 AH L b®•O.Ob©•© O NOIlblldlSNl 0N3 ® 80 1 ©H0©80(QH0©a0 © 6L 133H5 No © 3.Vls33s HOJ 3sn 3o sNourlu-in Ho ©110®80 -- �r I 0w©53 i s .y BW 61 M184S nn I ----- ----- armor NO H03 Ll 1 5Nlw --_—__�_— 1 a) SVM 10 TA'111VSYdvo 0ii .Z/l \ N f 17 l SSY79 Mummy9N11 IIVM N00I8 113UONDO 11 HO 31MDN00 03Hnod Q£ 11 W3 01103NN00 0 R I IW3 N ®1'ib �•©m�•®bpi •0 ®.�b � •©b� •©• b©•®�©.©k ©•Ob�•©b®•® b®•©•__O�RRb©•©•O b®.•©•Ob�v S%3Va1 01 N01133NN00 30I5 tlD0•©"V •©b®� OL HO3 X IIV230 335 b®• OL m®b©-Q9 ®® b©.��p.©, b £�• 01 9 . L 9. 1 (OO 30 3015 H3H113 ND 1 ©� SNOVHI 01 N01133NN00 t =01s i ltl 31V30I) '0'0 ,L 1V TIHM X IIV130 335 1 01 SHOHONd SN03d`A 0 4/t(Z) - ' Y®O1 'sws .Z/L-OIL (1) l i �1H93HOIW IV (Ao7M 91-£909) i 31ONV dn3 wnNIWnTJ > .Z-,V.9/V.Z-(316V3nddY SY) �•'--_—_ I .1m .z Ho .t 3sn -P I 1 / 1 %T- Gwomm 8D3�lt 0 v(D S3aM J.33 3 NO 3 3$) ssrD of 1 f /: ` % "0_ 61133G R' 1p (uv© 3NOM mi i 1335 1H4390SNOLLVHidas 335) SSaS L O s` / / V /— / i NOS) 35 — I — / ASSY19 9Ni151X3J/J !` T SSVI`J 3NusrA3 03HP1038 TLVM X3018 •—�\/� 1_� 038m3a TIVM NDOIB /ram 3138DNOD HO _f ,! 313HDNO3 HO 31383NOD 03an0d 313HONOO a38n0d —� '3'd Q 1IV-L3N0 N01103NN00 ON3 m®•QF©•®.®.ol 03anD38 m®• 0t 9 �Q t� °� a0 313I.No3 Manoa - .® No 1 1 'NIFY.Z Nlw .z ! � r ` i oo.zt ®xps3aon /`a3ao�o3 / LHOHDNV lei 61 133FG Lao f r ,83NOO CVQ3LYl92A3 It 13i6 1.0 311aim5 .91 0 J MISS) SSYM OL / - i NDm2Yd13S 1M n SSV79 W.LS X3� •O SN012+1 Dl ®©• OL 8 ©• 9 m® N0 © N0833RRiO0 3015 80J % 3M130 335 No P v S'W'S .Z/LxOt# Y (®3D NIW 3OI5 H314713 LV .Z/L 31V00I) 31V1d 0 70 S30Y18 2f35010 'WnIY 1N00 (91-£909) H03 6L 133tG Ro ' GNy( Mrs HDJ LL r 'AVA .£x.91/i 1Z'ta3 rm 31wams 33) ssm j f � Ol 03.. f N011M7VdS ITJi /; / �• f// % SS 9 9NUSt7GJ (l3Jtn03r IWM %DOIS 31333Li00 313H31100 a3Hn0d 'D'0 -at 3(Slim 015 1 IV 31V003) hoo-J) tMAXIMUM SHUTTER SPAN` 'L+" OR (ft_). FOR INSTALLATIONS W/ SYMM CENTERMATES. & ® or or W/ ONE H.V. LOCK or @ or or HO LOCK ® W/ NO LOCKING RODS 75 or CENTERMAT® 28® 29 W/ ONE F©i" LOCK 30 W/TWO LO�K NG CONCRt11:: Yc *00Y INSTALLATIONS 0 ASD., DT51:V Fti26`-U-^£ l'/ALL MOUNTING FLOOR/CEIUNG RA1wG MOUNTING 45 115 MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) FOR INSTALLATIONS Y!/ P CENTEti 1 & ONE HV LOCK or or W/ NO LOCKING RODS (SEE NOTES 1. tt) RAWALL eaoUN@;G 0P 0) & (. cR -) ROOR/CEtLOG MOUt06VG SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" R "L-" (ft.) INSTALLATIONS W I M & ONE HV LOCKS OR W/ NO LOCKING (vW/ ODS (VAUD FOR MOUNTING N SHEET 7) VA m CONCRETE ASA OMON INSTALLATIONS FRESSM R111 FLOOR/CEWNG HOX5Z OR L 110UHNNG L . (nJ L - (n) 30 16'-0' 35 15'-2' 40 14'-2' M15'-2* 45 13'-4' 50 12'-3' 55 11'-1' 60 10'-2" 65 9''-5" IV -I' 70 8-9' 9-4' 75 8'=g' INSTALLATION LEGEND CONCRETE 8, WOODRY MANSO WALL A, B.H M. N. 0, P. Q, MOUNTING F.R. S. & V. FLOOR/CEIUNG MOUNTING G. H.T. U, W & X & 0 MAXIMUM SHUTTER SPAN 'L+' OR "L FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 pSL A.S.D. DESIGN PRESSURE RATING. t HV CORNER CENTEP.VATE 93 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION 92 NOTE #5, SHEET 5. ttEXCEPT THAT MAXIMUM SHUTTER SPAN 'L+" OR 'L-' AND MAXIMUM AS.O. DESIGG PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE UMTTED'AS FOLLOWS: i- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.S.f. AND 8'-.O' SPAWN, SEE MOUNTING ®ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" _1T HV BLADE � -? E Sic'• �'P 02017 nLTEco, w. Or t IL ECO �N�. � �. �' /��� t�� TILLIT TESTING &ENGINEERING COMPANY • ,\o - 6-5 N.W. 36A. SL. Ste 305. VIFGIM GNRDOA, FLDRIDA 33' Phone : (305)871-1530 . F- : (305)871-1531 n/.• 1` •'••..... • Ll1 SS�aNAI LNG t,1 a-maa: 6ltecoacol.com EB-0006719 P.E. SRE/DATE WbTER A i LUT Jr. P.E. FLORIDA U . g 44167 FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 3.3407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: GIVEN A POSITIVE A.S.D_ DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE_ FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 'L-'. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEIUNG MOUNTINGS. FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE RATING: DETERMINE: Li+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE ASD: DESIGN PRESSURE RATING DETERMINE L1-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "b+w. 'L2+', "U-" AND 'L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR Igh velocity Hurricane EASTERN METAL SUPPLY, INC. v1 I" ■ "P% "v TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O FLV. WNDDW BLADE I ULU 15-085 7/27/1 DATE: 07/27/17 DRAWING No 4 17-107 M LLJ Z m N 0 > Z dz g o�� o W Z ��� x X 0 Q �UW a o3� Z Z �d si.20 °drzo m'' ors waz oZ S� ¢ a 0 �M * No �w {{J > Z S2 �eGeDl1m9I1ODaegoogaaaaaaaDaaaaaaaaaaaaaaaa�aaaaaaaaaaaa0 000CC®C80aC©BBGQB©000a0Caaaaaa8aaaBaaaDaaaaaaaaaaaaaaaaaa -000GOGQC®CD08C8a©COD®0D®©90 ®aa Imp aaaaisaaIGaaaEIDaa©aa CCCQaCOaCCBCBCACB08C®CDa©ABa®©ACa8000oCC®aa00aa0©aaaaa CCCCCCCCCCCCOaCCACaa©CCBCCCBBC3COC©B®C80®CC8000C©OWNED �ooQ°ooQ00000 oQa00000aappoQQppQ o eeo®eo�ooppov®o©am Ce ©CCC�CCaCCCCCCCCCCCCCQCCCCCCaCCCCCCCCCaCCCCCCCCaCBaCCOCCC -8®QC�a�aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaappOaaaaaaaa B CCCC®o lingo aaall aDun aaaaaaa pop aaaacoupon aaaaaooaaaaaaaaa r60oil am Borne III acup . aaaaaaaaa all aaaaaaaaaaaaaaaaaaaa BOmom CGGC®CCGBQ®GBGBQBCeaBaaa©aaaaaaaaaaaaaaaaaaaaaaaaaA - GORDOCea 11e11B111®©OI9a®®aaaaaaaaaaaaaaaaaaaaaaaaa 69999BammeI Be9Q99B19BBB9eB9e©BDD8BG8aaaaaaaaaaa aaaa BABBBBBBBBBeBBBBe9B6BBBe®BBB06CB890BBBBBaBe®Caaaogain - 0e0110031 a monsooeB9B9C8e0®89�988990®e000B90®9©80808 Qaa ago aaa can a long aaaapospaaaa an on � a aaaaaaaa son III aaaaaa aaaaaaapaaaGAppppa�aa Doug p aaaaaaaa - C G000ClaIII cup an all aaaaaaaaaaaaaaaa oil aI and in -pp�Ccall eQGDBCBQaaaaaCaaaaaa loan aaaaaaaaoaaaaaaaaaaaaaaa ®Wa1111 g110 Isaac ICaaoAa pan aall aaaaa aaaaaaaaaaaaaaa m me a89B98e899CBBB©m .- M m a m©aaoaaaoaaaaaaaaaaaaaaaaaa ABBBBBBBe mammoBBoBBB9eBBB8BBB09Qe6QBBB®B®0©CQaaaaaaaaa �a again agog all9eeB999e®80®0®®®B®®00808C9B0®9090Ba 0000000Qo©ooaeaaaaaall all aRon aaaaa pop aaaaaaaaa III aaa 00CCCCO-allQaQQ � GCaan oaaaaaaaa aaaaaaaaaa a aaaaaoa . ap000dooa0000co�doce©�aaaaaaaaa�aaaaaaaaaaogaoaaaaaaa . BCcall: CoaoaoOCOCCaOGCOCCp1BOCaaGaaaa long aIII aill aaaaaaaa - = N00000000Qooao1.1000pp000000c0000aaa lounging aIII aaaaaaaa e9Be8e999909e99999eB9Be9B9BB9B9e9Baaaaaaaaaaaaaaaa • AeBeeeBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBABBBBBaaaaaaaa B99B9990113 0a996®9e89989BB99998999BBBB9999BB99B99B99B98 �Cpalm CaCQeaOaaagaaaaa ago aaaaa can acan apan aaaaaaaaaagoogol 8000000a000eo ®a �aaaaaaaaaaaaaaa can aoil aaone aaaaoil aaaa aa000000000ceeoo®®aaaIaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa ®o aoaa000cooaoo:Qm000aao® ®oSB©©a aaaaaaaaaaaaaaaa oil aIII - e oall oIll. I Io DOMINION 00000000aaaaaaaaaaaaaaaaaaaaaoil 133080 989e9g981833mm9999099B99e88mmlgBBBBBBB Baaaaaaaaaaaaaaaa o_aMBBB®B®B®BBBBBBBBB®B9BBB®BBBBBBBBBBBBBeBaaaaaaaa sea logo ago local ®9998999999999B9B BOOCZEIDaaQaagopaaaaaaaaaaaaaaaa Dun aaaaaaaaa Dun aaaaaaaIonic 60aaCQCBCeaA© Ann aoil apan a0aaaaaaaaaaaaaaaaaaaaaaaaa aaaa • �aCCQOGCGa IBM aQ©oaaa0©aaaa all aRon aIII aaaaaaaaa all aaaologo coca OEM pQC9pp®ABQ©p©pp9QaAaBBaC�apaapaaaaapaaaaa�a�aaaaIloilo Ao8AAo9oCApaBBl�9B��BoIQ1a9p®a eB 89 9 90 p 0000aa000oil o = MeeeeeB�BBeBeemmm mamBBBBBBeBBeBeB mom aaaaaaa �A894Q90son ellBasse99®99A9e9B89ae89989a�9®®89999999 r N QE o N > rl A V •_ M m�pz .=oo� y ym N 00 N— CO m a 3 r� o� O �S a O U W L LL g Z iii333 W =$o�oF o � � 0 zjmEW� Fn�m Ld of SJ� Ld m' Li1il'ai� . .. . , .•'�' �m®' �'' . �' m ' ®m�...,...,,r.11 ' IDmil IDmml )iO>Ea Q:�)0� MpINHI EM�®MAm EM R aa "EllliflpIDmml"aml0Oil©11 IDm13 MENIUMmIUM- MIlr�amml7O1010m3MMIDmmlna�amononMEM IDIDt wama sam KDIDmmi7o"aamKM mIDmmv�aor3mMM=Mgala IDaiE■o�iotlnli��a�mmmm�' amIDENIUM N"KNEM 000flIDmMo®iMMOIDIlM"I7IDO"MmmEni<70ammnmmmIDmmDilfaonCM3go MM01107ID 1E7nnc0�®0 "EDm"EM�m� ! mM[lli1mi33IDm0iflli10im� IDmMM-Mll210maoIDmiiaonTaMUIDmm "MR agum ID�I�DIf��ifla IDmIDm>mMaifl ®miflmmm"M IDmu�alooaa IDm011i019mm®Em mmmoaoo�1np IDmmwIDoanQlmm oWININSmII]i>E11rAppp IDmmoIN,i ==IDmnmommn »mmaa [Llmiilm®clan IDmm[fl®®ifln ID®iiHlTfl®maa IDaoam®aaa ®mmnm©Mammnliitao®na M mi0'aMaaIDM zloo;z■n IDmifat�i0®a mmi�"MIUaaIDm »mit■no�>ao�:ainon mmia®oaon IDmmnm®nn mmazitmann mm»o»aaa IDmmnLi®aIo 0mot�ooaa ' IDIMM1011=BOO®IDn®®Ma=®fl mpOO IDmifl�maaa IDmatfli�ann m;mitt�ci®ao EmiM®' oMoMaM ' rwmrw aai�mmnnppmnda IDiIDi7ElMaanmm • ©= =8m�pTL!©aaa 1ma IDin�iIDaaan IDi�i�t�ElOa I'aID�Eil>ddaa ®im©�maaa ' ®mmaaaaamIDiml�7rltiman HISa anmaomiza©oo inc�mnSoo HEEM man IBM offiol7EilirimmF�Fiaaa Mm�o���o mnm"oMn�mmitt�Aoai�n nn11101 v a0aaa6limp®®aonm�i�immaoa MO0 ININ aan®iilFiimo©iae■n®Dom©aaa Mosaaaaanm®aanaaa®mo©aaao M74 M==M=Mmovmnoan�oonaaaa � rlaaaaaa m>amlFlaan� �®I�aaaa lgsaaaaanID�ot�aaa mf�FiziOaaaa mtmaaaaanvo®maaan©i�mnaaaa ®oaaaaaamommaaanamtaaaaao ®aaaaaaaEN l"Maaaoimrfli�aaaoa ,maaaaaaa®m�aoaaaMo©oaoao JIM MMaaaamMiz■aaaaom©Qaaaaa aaai>aai>aaa�noaaaaat�altflaaano Daaaaaaa ®mmaaaao DI1IDaaaa a . u�oaaaaaa®>mitloaaaa�tm©naaaa vaaaaaaaooAoaoaoomoaaaa raaoaoaaa>n©I©oaoaaDilitlaoRrrr S 1f'�VJV" A. E. 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE (Min. f'c = 3 ksi) ANCHOR - 1/4"0 TAPCON OR TAPCON WTTH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (Min. Pe = 3 bj SPACING LEGEND - 1/4"0 : 3/4" ALL POINTS SOLID -SET ANCHORS, !S DISTRIBUTED BY ALL p01NTS SCREW, BOLT & SPEC4LLTY COMPANY. (Min. t'c = 3 (s1 - 1/40 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. f'c = 2 ksi) - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED OLOGY BY ALL POINTS SCREW, BOLT & SPECIALIY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NTA-PCONNCED -SETAP E (M1tu1. f'c 3 ks) NOTES: A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4. AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2. A2) MINIMUM EMBEDMENT OF 1/470 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE • SEE aNtTAUMIS OF USE FnR NO EMBEDMENT INTO STUCCO SHALL. BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED S1W.L BE 1 1/2- LONG ml, UM SHOULD STUCCO fiinoc t�cu SHZLT is EXIST• AND I' MINIMUM FOR WALLS WITH NO STUCCO. A3) 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 ON NOTES At) & A2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER, FOR INSTALLATION INTO. EIFS WITH METAL STUDS SEE SHEET 20. (B) TO EXISTING CONCRETE BLOCK: (AS714 C-90) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. - 1/4"0 : 3/4• ALL POINTS SCUD -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW. BOLY '& SPECIALTY COMPANY. - 1/4"0 BLUE TAP CONCRETE ANCHORS W'/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC.. AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SP-cCTALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYS.EMS ASSOCIATION, INC. NOTES: 8.1) MINRAUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS. AND TAPPER+ ANCHORS IS 1 1/4" AND, TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 0.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOUO-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE. CONCRETE BLOCK. NO EMBEDMENT INTO SNCCD SHALL BE PERMITM 1/4- 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS VRTH NO STUCCO. B.3) IN CASE THAT PRECAST STOFE� PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EX1STfNG WALL OR FLOUR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID MALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B. & B.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR INSTA! CATION INTO EIFS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS, SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER: (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS• MMMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR F. D. LESS THAN THE NUCATED; REDUCE ANCHOR SPACING BY MIATIFLYING SPACING SHOWN ON SCHEDULE BY THE FOIM NNG FACTORS. REDUCED SPACING OSTA;NED USING FACTOR SHALL NOT BE LE55 THAN MiNIl.UM 'SPACItiG INDICATED FOR EACH ANCHOR -TYPE. t HV BLA E OR ACTUAL FACTOR TAPCON WITH ADVANCED TAPPER + EDGE TAPCON ALL POINT soup SET BLUE TAP W CAP OICTANCE 1HREADFORM TECHNOLOGY / MIN. SPACING _ 1 V BLADE W I- D. MN. SPACING 3' MIN. SPACING = 3' L11N. SPACING - 3 1/2' MIN. SPACING - 3' 3 3/4' 4' POD DOW R ONCRI TE f0� axmTar� a= POURED CONCREfE & POURED CONCRETE & pp�D Q CONCRETECONCRETEBU- A'+L ED>3'BLa MtE Ea.3 t/2' IflL EA•2 1/2' CONCRETE BLOCK CONCRETE. BLOCK.. BLADE WORKING NIL Fa-1 - VIA LM ED. 3 1 MN.Ea=2 i/2' Ell 37 /2" - 3• 1.0 ago 1.0 0.78 1.0 0.94 1.0 IN UNISON ♦ 2 '/2� - oet 1.0 - = 0.67 1.0 2' - 0.7E - - - 0.51 - 1 3/4" _ - 0.91 - - - 0.43 - I 1 1/2" 1 0.35 1- -_ _ - - n_35 p '9} c : 11V 1ATC 02017 TILTECO, INC. I L E C O N A■ ■ S S■ A ■ American Shutter Systems Association, Inc. 4268 WestrOads Drive Vdest Palm Beach, FL 33407 © 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System KV. RADE #1 W/ OR W/o KV WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St, Ste. 305, VIRGNA GARD31S.-N.CRIOA M16 Phone : (305)671-1530 . Fax : (30.5)871-153t a I: Niewffa.-nn EB-0006719 YJALTER A,71LLT Jr. P.E. FLORIDA Lit. § 44167 ?EV. No DESCRIPTION DATE DRAWN BY: LC. 1 OLD 15-Ca5 7/27/1 DATE 07/27/17 2 DRAWING No 17-107 rE S MAXIMUM ANCHOR• SPACING (in l SCHEDULE FOR A rnR*t M CNIM SPAN - LSD DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDIN MOUNTING TYP FOR -0N R OR ON DETE BLOCK INSTALL A_ TIONS (SEE MOIL4RNGS 1. J. K & L ON SHEET -A '��ra•rm _Ci_ mmmm '' m�® m�m� ' 01ia�0E�E�E�E7®IiF�mm®Imo ®m1Ei0y0=jib ®m®IDEEN,�H,!A�EUM 00Ei©0Emm" �7©0010EMENIEW li0©a©©EN EMI© SY IDIDIDQL'iIDY�mmmIDEENHI ^aY 000I "W"©�I®©Ea malM RIM" mfl�mmmffi�I�E�olilEa>Ei©1©®"E�0©"HaftEMERMSEE33 MEm KEEN IiLIIDm�[]•LZENJIM mIDm��E�iKEMMOm�ii�'iE3E�7E�®mgm E�E'♦©gm MEME1i41MEN®mIDms"Mm©Iif7ia©t i©©EIE�E�E�E�E�iSE7 miifm mm030 , ; 0I7Ei Em 1315 1RE11M0iilr�i�i�0F 7®E�E�E�E�E7E�E� m>®aavnnl�o mn»mr�l�mia ©>oat�o>EaE� ©E�©E�Ea©©v mmmm; =11�lo)a®IDm00i�iai1i7t7iiE7mpxq •ja K011RESHHE �IDII7I7I7]OI�E�63�®OfLiESL•E�t7t�t7F7F�iLiMMEN E Ezza • �l»>iDOtdlI�I�E��im®EIMIOZi M 0©)t7)DI mm"E7E�E�ElE�MMIiId• IIimEMME;•IlMM )DE�©=Ems ©tFi>Fa©MM==EIE�E�KHMMMEN Qlmml0liE1111MM IDmn�E a>afa�e©i�i�t33a©E�E�E�E�E�Lfia QlIDti�OE�IIE�Ei mmmomE�ma o>oa»®r�aa EIIlE�E!©n©a " mmmi�aomr�Iz�mmmmoE>.ao©va>Fav>fa EIRSHMEN Q�IDmE7nIlId•EM ®>amEt•}�aE7aa ©r»Ea®ml�®a MEN ©E�E�EEEi®>v QlMMMMI7flL� g3IDt�iNA©Lsaa 10©ti7m"Mma E�E�EXENE7E�Lla MEisaa Mm®m>Eazmc�a®mota�©aEaA>o»p®E("�(>.aaE�KNEEE m�II�la00�0� a®a©oa©©n©MPIUM ®tEa� ®O�a EMOMEAMIIIIIIIIINE-a® MMMMaa KEEN MM ®mmv0raaa ®®t�1E�®©aa ©>omE�c�aaa EiEiE�E�ca>vaa . ,. usr®mnnE�aa»mma»:aEaav®>Fa�aa»EaE�svE�EiE�E�I�EaE�Ea uEmml�ovan�r�®mmaaavo®r�Elt1laaE�E�E�® XZKWma a>,IDmalaE�apap IDm�E�maaa Eanr�r�maaa ©EiE��aKOM= ®m fl00=n� . 0MUEEIMM ©DNANAm4®AD©gym® �ID>wonaa�i�m®Elaaa ©m¢]aaaE�EiE�MNMMaa aIDmlaunaa ®IOISE�Oaaa Da©[ME1111aaa LIMaaa aaIDmofaraala m>mc�E�>vaaa>EaavE�ot�aaaa E�ElEE©®aaa ' �ID�o���aat��amm�aa�v©>o>EadmaE'.aE�IaEaE�wc� aomr�»E>. as vI�>omaaaEaE�©©>v®aa uammorar�aa mR�®oaaaa �vo©maaa E�ElmI7maaa mm>a>Eaoaaa ®»maaa>FMM MaaaaE7E MEENE7aaa ®mmoraaaammc�E�alvaa>o>vv©DE�voEa©�E�E� mm m mmi�onnaom�Mo=eo©o©��vo�v©©a�oo 0mmtiaoaaa m>vE�r�maaavLm®aaaaOE�®®nano ' IDIDmonaaa� EMIDlMtaK1111= • �m�aaaas7t7E�0©aOaMMEEKO©aaa !�©aa©0]E7©lr7®aaEl©E�E�E�©tam mmmEalaaaa Eaamaaaa a>v»®aaaa E�vE�mvaaa mm®»�Eaaaa vE�ot©aaaa EiE�anaaaa M®mm>vaaaa IamOvaaaavEi©aaa »mmaaaMM MMitD:iaaati70t7000aaE�ElE7E�©E�v>v aOF�©mlaaaaE�©E� ®aa a CIIDmKaaaaaomc�aaa�ao>v©noaaaE "EMOaaOa ®®aaaaaEit�® aaaa M®mmaaaaa>&a>om®©aaa aamlUaaaa mmu�aaaaaM ENEO c�amtaaaaaa g©aaa�w©vvanEl•E7 r�lta<a®©aaaa EaE���aaaa �E�Ew© a�mmaaana>r�vaaaaa oo©aaaaa Ei®©©aaaa ®®maaaaa ml�c�taaaaa ©®maaaaa E�Eamaaaaa MUNIONEW== aammaaaaa ��©aaa ®nova©aa E�E�Ei®©®®a alaa®®�aaaaa z�z�aaaaEiE�mavaoo ,'tr.•..• ..rpp..�•,.. C2017 TILTECO. WC.. Srys�•. Viq a >•; d�� TILLIT TESTING & ENGINEERING. COMPANY i ,=7 aA 0ss NW. 361n. St. St- 305. VIRGNA GARDarS FLORDA w Pfione : (305)871-1530 . For _ (305)871-1531 a —moil' t1tec.O.W.— O ` , V �0,...AIEN6AN`'1n •', ,,/1 [8-0006719 WALTER A. TIUJT Jr- P.E. .E.wS�1CC%31GN46RE/DATE FLORIDA UC. # 44167 TAPCON OR TAPCON WITH ADVANCED THREADFOMI TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE AIICHOS SPECIFICATIONS ON SHEET 13 Q VALID ONLY FOR UP TO 470, —75 PSF A_S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 1O HV BLADE ONLY A.S.S.A. American Shutter Systems, Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane * 2017 EASTERN METAL SUPPLY, INC. YGfI ■ "Aw" WE WTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O N.V. WNDOW BLADE AMC No tA 17-107 MAXIMUM A.S.D. DESIGN PRESSI IRE RAT M !n E t ANIn rnoorconr Inlntr M IMUM AN%H0R PACINQ (In) SCHEDULE A -FORD GM MAX. SHUTTER SPAN. NEGATNE A.S.D. DESIGN pRES RE ATING AND A •ORRESPDNDIMG A!OI ING TYPE (SEE TIOUNRNGS ON SHEETS 16 ZE�LJ B:EE;TF:;Z�ATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN. COX OUTHERN PINE No. 2 wG MIN. G=I/ SPRUCE PINE SPRUC PINE L°�""` DOUGLAS FIR YJ/ MIN. G=0.50 W/ MIN. G=0.43 YJ/ MIN..G=0,36 PLYWOOD DOUuGtAS FIR W/ FIR NORTH W/ FIR SOUTH SP= 00 AD14. c=OSo MIN. G=0.43 YJ MIN. G=0.36 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, O & R FLOOR MOUNTINGS W& X M, N, O & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL IIOUNTINGs B.O. WALL MOUNTINGS B:O. WALL MOUNTINGS _a;�ePPe W& X W& X P& Q S& V S& V S& V .G�IEiLE F9i94E FAIL (,H) 9'L'L(,y ow R916t MME OA'L(p5 SO Mw AEM R15L7D.G" �l¢5Nt[d OZLT9Ww 8581 Mtit RLS97E DBL(4 �DSOI NYL£RtiV6E L@L (Pi) (w ODrER35R D'9.GM am Moo Rum Am 6d).LMOSBIwwLMpTFM=w (� 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 '-Q' OR 72 10 70 9 8 8 6 6 616 6 6 12 8 8 6 6 6 6 6 6 t2 f0 OS 3 440 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 05 4'-6' 12 10 10 9 8 g 6 6 6 6 6 6 12 9 8 8. 6 6 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 i2 12 12 12 12 12 72 72 12 12 12 12 12 12 72 5-p' t2 10 70 9 8 8 6 6 6 6 6 5.5 t2 12 12 12 12 9 9 8 8 8 5 3 - - 6 6 6 6 6 fi 6 5 6 6 6 6 6 6 S 4.5 6 6 S 5 S 4 6 6 5 e 13-5 3 6 5 5 3.5 3 3 12 t2 12 12 12 72 to 10 10 t0 10 10 10 t0 t0 10 70 4 9 9 9 7 4 3 8 g 3.5 - 8 7 3.S - - B fi 6 6 6. 6 8 6 6 6 6 6 6 6 5 6 6 6 5 '.5 6 6 5 4 3.5 6 5 4.5 3.5 3 6 5 4 4 4 3 6 5 4 4 4 3 6 5 4 4 .5 - 6 5 4 4 - - 6 5 4 - - - 12 12 t2 12 12 12 12 12 12 12 12 12 72 12 12 12 12 12 12 12 12 ;2 12 12 12 12 t2 12 12 72 12 12 72 72 12 12 12 12 t2 12 72 12 12 12 12 l2 12 12 12 t2 12 12 12 O 12 12 12 12 119 S 12 12 12 12 10 12 12 12 12 14 12 0.5 12 12 12 12 10 BST-0' 12 12 12 0:58.5 7.5 12 12 1.5 9 7.5 6.5 6'-Q' 12 10 10 9 8 6.5 6 6 6 6 5.5 45 t2 tp 10 9 6.5 4 6 6 6 -5 4.5 4 MW9 4 6 4 5 3.5 - 8'-0' 12 t0 10 7.5 4S 3. 6 6 6 5 4 .5 g'-p' 12 10 10 5 3.5 - S 6 5.5 .5 3.5 3 10'-0' 72 10 7.5 4 - - 6 6 5 4 3 - 72 3 - - 6 6 < S 3 - 12 10 3 - - - - - 6 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 0. t2 12 t2 1 9.5 8.5 12 12 10 8 B.S 5.5 S1'-0' 12 10 5.5 - - - 6 6 4.5 - - - 12 - - -S.S. $5 - - - t2. 1Q 6 5.5 4 .5 3 - 6 5 - - - - 12 12. 12 12 1. 9.5 72 12 12 0. 8.5 7.5 12 12 9 7 g 5 12'-O' tT i2 iQ 10 4.5 - - - - - - - - 6 6 6 6 6 5.5 4 - - - - - - - - - - - 12 12 t2 12 7 - - - - - - - - - - - 6 fi 5 5 .5 4.5 - 3.5 - - - - - - - - - - - - - - - 12 t2 12 12 10 7.54.5 7 - dA 5 - 4 3.5 - - - - - --- - - - - - - 6 5 - - - - 6 5 - - - - 6 4.5 - - - - 6 3 - - - - 12' 12 12 72 l0 8.5 12 12 12 a 9.5 8 T2 12 12 7 6.5 .5 12 12 12 95 8 6 12 T2 T2 9.5 8 7 12 12 77 8.5 7 6 12 12 10 8 6.5 5.5 12 12 9.5 7S 6 4.5 12 72 g 6.5 5.5 4.5 12 7.57.5 6 5 4 12 0.5 7 5.5 4.5 4 12 9.5 6.5 5 43.6 t3'-O' 16'-O' 12 - - - - - 6 - - _ _ _ t2 _ _ _ _ _ 5 _ _ _ _ _ 1 _ _ _ _ _ 5 - - _ - _ 6 - - - - - 6 _ _ _ _ _ 72 12 11 9 7.5 5 12 12 0. BS 6.5 4 12 12 85 7 6 4 12 12 8 6S 6 3 12 9 6 5 4 - ILLS .5 5.5 4.5 3.5 - (1) HV BLADE OR n HV BLADE WZ 1(�A HV WINDOW BLADE WORKING IN UNISON* ♦ SEE IIMRAT4Tb OF US:'FCnR 6lADc Q O:i SifEET 19 + NOTES ON ANCHORS REQUIREMENTS' WOOD SUBSTRATES 1. ANCHORS TO WALL, FLOOR OR SOLID AWO SOFFIT SHALL. BE AS FOLLOW$ 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - 1/4'0 TAFCON ANCHORS, AS MANUFACTURED BY LT.W. BUILDS( W/ MMUUEI EMBEDMENT AS INDICATED AT -SOUTHERN PINE No. 2 W/ G-0.55 (N.DS) -DOUGLAS FIR 14/ 0=0.50 (N.D.S.) EACH SECTION ON SHEETS 16 & 17_ EXCEPTION.. SEE NOTE 2 BELOW_ -SPRUCE PINE FIR NORM W/ G-0.43 N.D.S. -SPRUCE PINE FIR SOUTH W/ C-0.36 (N.DS.) 2. Al4CHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 17 AND SHALL CONSIST OF -MN. 1/2' COX PLYWOOD (1986 APA) LAC SCREWS AS PER NOS 2015 SPECIFICATIONS- 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL: OF THE RECCUTAENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 1111' dt'- ............. ..•, ,�'�4!- = � R.- • * , • \\ n••..,•,,..-•' \�L,\t\ ONAL 4 S rtlt P.E. S {EICC!;31FS 1 Al E/DATE M2017 TILTECO. INC. TILLIT TESTING &ENGINEERING COMPANY 6355 U.W. 36t/, 54. Ste. 305, %I N'I4 CARDsYS, FLORI''A 3316E Pnan.: (30)871-1530 . Fac : (305)871-1531 a- Tiz61Dt-019lcom WALTER A 7ILLNr Jr. P.E. FLORIDA Lie. # 44167 A�S�SI.�I. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 ©2017 EASTERN METAL SUPPLY. INC. BERTHA Accordion VTM ordion Shutter System KV. BLADE #1 W/ OR W/O RV. WINDOW BLADE _ N DESCRIPTION DATE DRA'HN 8Y: LC I OLD 15-085 7/27/iL DAZE: 67/77/17 2 3 DRAWING No �� 107 C IT rT 4 5 vt♦ 11\JIMLLNIIVIYJ IIYIV WVUIJ WI ("I BLADE A" nNSH BE LIMITED TO 105.0 s . A S D IGN PRESSURE RATING SEE SHEET 19 FOR Mo ' It T/a C N WITHCON OR A.S.D. DESIGNPRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING f .•' \�'s i TAPCON V117H ADVANCED i THREPDFORM TECHNOLOGY II J ? OR OF 1 1/2• Mn. PENETRATION f !I� 1 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY !\ 1 EX THREADED AREA TO `�'�. � , Y// 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING �— F (SEE SG WOOD N SHE. I -� (SEE SCHEDULE ON SHEEP 15) WOOD HEADED. (SEE SCHEDULE ON SHEET 15) 1 1.2i=�AWII10 1/4'0-2ox3/4' S.S. MACHINE k To MASS ($e OR I / / I I 1�7 R 18 SCREWS W/ 1/4"-20 NUTS it BLADE C I �' ®s ` II 1• Min. ® 12' O.C. i ON SHEET 19 R EXISTING k BLADEs 0 m ,Ei CLASS,{ ( i�n WALL. ) OR jJ ry k FINISH OPTIONAL EXISTING MIN. I �' Wes' _ 0 FINISH HEADER REQUIRED I 1 OR 1�� ; EXISTING MIN. 3 I 2•x4• EXISTING B MAT. SEPARATICN I . I H HEADER REQUIRED G1R55---; To (SEE LSCFaULE at SHEET - 71.1 FOR HPDE G}A'01 I IXISRNG IJIN' SEPARATION TO GLASS at SLEET t4 FOR G (SEE SCHEDULE'ON SHEET 11) a)&� 1 M A HEADER INSTALLATION O-HV WALL HEADER INS eL k eTION OO HV WALL 5 ASS_, ( MIN. SEPARATION, TD GLASS I j I { MIN. SEPARATIGN TO 1 MIN. SEPARATION TO CLASS - I I I 1 EXISTINc k kSEE SCHEDULE oV SHEET 11) 1 —(SEE SCHEDULE ON S 2 000 PLATE'IT.' (SEE SCHEDULE ON SHEET 11j 1 I I GlASS� F : I , I x GLASS--k RED F 2 - F1 II�� '�'�11/4b-20x3/4• S.S. 1 MA/Ct9t. I L-�1 • MACHINE SCREWS W/ :,I . !7 \ k USING �. � WALL \e 1/4--20 NUTS R 12l I' --I k Lz• 2' 4� CONT. I 1 OR WOOD PLATE REQ'D. F L 4 it y 'I -T/4'01 TAPCON OR TAPCON WITH ADVANCED {�,•i' 1�' �I� i . T cREADEORM TECHNOLOGY 1Y/ 1(2' It' • � 1/$O TAPCON OR NO7Ee �I•�, 11 II s� ATn. PENE[RATION OF THREADED AREA INTO PLyWooD � \ TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2'x4• t/2' MIN. CD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. I PLYWOOD REO'D. 7// 1/2• Min, PENETRATION OF 2-MOUNTING SECTIONS CAN BE STUDS ®16' O.C. MAX.. WALL FNl 1/2' M;N. COX PLri1006 REQ'0. REO'D. PLri1000 TO BE THREADED AREA INTO PLrilOOD COMBINED . IN ANY WAY TO 'EXISTING MIN_ 2"x4` STUDS 0 16' O.C. MAX. REVD. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE W[TH WITH SEMLLN 2308 OF THE F.B.C. SECTION 2308 OF THE ®NV WALL SILL INSTALLATION ♦ SEE .5ATIONS OF U� OF V WALL SILL INSTALLATION F.B.C. 6VDE 1 ON SHEET t9 `ER 02017 TILTECO. INC. NISr '4 Z _Y �Cft 114 a TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2• Min. PENENRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) �- 2•xe CO71T. SILL PLATE REQ'D. I S.S. NUTS •1�Y __ !,1. P'I,�E , `1/$0 TAPCONOR TAPCON MATH ADVANCED 4' CONi.THREAO..R. TECHNOLOGYW/ 1 1/2• PLATE 1!17. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. I'D. `;'(SEE SCHEDULE ON SHEET 15),I FINISH ® HV WALL SILL INSTALLATION 1 A.S.S.A. 1 * TIWT TESTING & ENGINEERING COMPANY American Shufter SysfemS Association, 1 —i,Q, wss H.W. 3em. St, sm, aas. v�oNA cnaoD s FtoRo ,,,e _Inc. 0 Phone : (305)871-1530 . Fo : (305)871-1531 _— I: tT�66 I.— 4268 Westroads Drive West Palm Beach, FL 33407 yyG�tL719 rp."E.SEAL�IGI�E�/DATE EB-%O{y WL.TER ATILIJr Jr. P.E. FLORIDA Da @ 44167 ING CODE (tlon High Velocity Hurricane Zone ® 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System stem BLADE #1 W/ OR W/O H.V. WNWW BLADE :AWING No 17-107 WALL FM61T - -- __ _.... �.. SPAN & DESIGN 1/4-0 TAPCON OR (— TAPCON VMH ADVANCED THREADFORPA TECHNOLOGY W/ 7 T 4 - I' PENETRATION OF THREADOO AREA TO 1/a'o-20x3/a' S.S. EXISTING Vfa00 HEADER. I- I- PHILLIPS TRUSS HEAD (SEE SCHEDULE ON SHEET IS) 61AOHiNE SCREWS W/ T/4'-20 NUTS J � -E ((jj @yl-® 12' O.C. OR -OPTIONAL 1 "! I'urL—EXISTING MIN 2'x4- EICSTING HEAOEfi F1E0'O CLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET v (S HV WALL HEADER INSTALLATION t 11 SHEET 4 FOR 7YP[CSL SHUDER ASSTJaftLY 2-ta0UV9NG A&NS CAN CAi18 AS IN ANY WAY TO SUIT ANr Rt5'TfI.IR10tL ( MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 1 EXISTING GLASS 1 F vraLL >-Ir,1f11� 1%1 7 N. 4'z8' (M1tin.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY - OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1V/ 1 1/2' Min. PENETRATION OF THREADED AREA TO DUSTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) I } EXISTING i GLASS—� ( — SL ) 10 as sa 11I7 Tai f 1 as SfID } EXISTING \ I i 1/4' 1!az. © r 27x6' MM. WOOD DECK REQUIRED (NO CC FINISH ALLOWED) Y- 1/2' 114x. -7A SINS. 10 6' OX or t3 or 15 I 1 } OPEN HOLE A7 EACH STUD TO ACCEPT 5/16'0 LAG SCREW AT CENTER OF TUBE i E)IIST4IGGLass�, e ry = ro a t)OR (W -i tf ( N W ¢TOx3/4' REX WASHER HEAD TEK SCREWS ® 12" as IF APPLICABLE L lb ji11 u:l l 1• 1/4'0-2pz3/4" H,S 1{tt j t/4'0 TAPCON OR PHILLIPS TRUSS HEAD---•~- 2 i4' C01TT. TAPCON Y/LFki ADVANCED N'n MA„ryLME SCREWS STU PLATE iI� \ THREADFORM TECHNOLOGY W/ 1/4'-20 NUTS REO'D i !E Vf/ 1 1/2- Min. PENETRATION 0 12. O.C. 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFOR� ` ji� L 1 OF THREADED AREA TD TECHNOLOGY W/ 1 1/2' Min. PENETRAYON OF THREADED 2 PdIN.— {{{{{{17 11 EXISTING WOOD HEADER AREA TO EXASONG WOOD HEADER. (SEE SCHEDULE ON SHEET 15) I (SEE SCHEDULE ON SHEET 15) V HV WALL SILL INSTALLATION SEE at " USE Q OF USFOR sHV FLOOR INSTALLATION ��,'�� •• ��%' i D2017 T47ECO. INC. '•�,1GEMS�•• �� *' n IL ECO�N�. n: O, TIWi TESTING & ENGINEERING COMPANY •. i • Q AS 6355 KN. 36th. St- Ste. 305. WF IIA GARDDV. 1`10.70A 33 11 (305)871-1530 . Fax : (305)871-1531 e-m 7: UltsaaBaoL.— S��NAL ��'1 EB-0006a WALTER A'RLLR J7. P.E. P.E. SEAL%SIGNATLIRE/DATE FLORIDA Lc $ 44167 (fF APPLICABLE) EXISTING WOOD TRUSSES OR 2" RAFTER 0 24' O,C_ REQUIRED EXISTING SOFFIT 3/4' Nax• THK. z'x4'x1/8' CONT_ ALU)A. TUBE O © (6063-T8 ALLM W/ or 73 or 5 (3)5/W6 LAG SCft_Ft9S;' EACH RAFTER OR TRUS' LOCATE LAG SCREWS Ai; IAIDWIDT14 OF EXISTING -I MEMBER. (2' 1Lat• NOMINAL WfDTH) Vi 2' Wfi J T/ PENETRATf0N OF THREADED AREA VALID FOR INSTALLATIONS WITH 72pef MAIL A.S.D. DESIGN LOAD AN 9'-0- MAX_ SPAN. THIS INSTAL1ATIGN IS ONLY VALID FOR WOOD VI/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS. r1.OR 9* FIR OR SOUTHERN PINE Na 7 OR EQUAL � sEPARAnoN — �ON SCHEDULE 1 EXISTING clAss-� 2'x6' MIN. Wa I DECK REQUIRED (NO FINISH ALLOWED) DECK IF �_ EDGE OF DECK APPLICABLE r' --_ IF APP 1/470 TAPCON OR TAPCON 1VITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Min. ' 2- WIJ PENETRATION OF THREADED AREA TO EXISTING VIGOR HEADER (SEE L SCHEDULE ON SHEEP 15) �X HV WALK —OVER INSTALLATION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone @2017 EASTERN METAL SUPPLY, INC. A S S A BER HA ter S Accordion Shutter System ■ ■ ■ ■ Hv 1� #� w/ oR w/o KV WINIM �E American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 AWING No 17-107 END INSTALLATIONS I HY BLADE OR 9 WINDOW BLADE INTO 2"x4" MIN WOOD STUDS zk• 1@1 WDO[I �"sTDDs tarn. 2,�• �_ ,� I 'J6 •G•�,-rsJ•p•�o END CONNECTION DETAIL (b .END CONNECTION DETAI Q END CONNECTION DETAIL E>oslrls r� ,ne 1.F00N AM1IXD l,is a m,n• re/ , f/2• mt1 ` p— FQLRt 0 12' O.C: % CR 13 VIEW Y - - _DETAIL X END CONNECTION DETAI 11FE�nu,,,,w t �,�t�P�',.•• �zan taTEco, Mr. ' \,\CE1ys+•, v� IL ECOm.. TIWT TESTING & ENGINEERING COMPANY 6355 tt.W. 362. 5t, Sta 305, W GW A CARDEt15. FLORTA 331 .Phone : (305)871-1530 . F- ; (305)871-1531 e-mdl: Git—a..lcom /ONAL L�v\� EB-OWS719 WALTER A. TILMT J, P.E. P.E. SEAUSIGNATURE/DATE FLORIDA UE. g 44157 1/2• t1Rl. a nr =V. '— i• M 2. 42.)G ILLICFR 0.P A•L!E('� t11E�- i1/N{or) LLSA•oloiT (21i/4C TAMad TO aat u r on SEE Oc= 1( sas mar NO w t X0 MOS. s AF:LICABLE) L N LOW CL455 END CONNECTION DETAIL .. -WLMW mar w ss'us G,=AR-R nUA w-a- ♦ SEE L1LIRATIONS OF USE FOR GLADE. to ON SHET i9 A �'■ ■ S A ■ ■ American Shutter Systems Association, Inc. 4268 Westroads 09ve West Palm Beoeh, FL 33407 C 2017 EASTERN METAL SUPPLY, Ric. BERT A HVTM Accordion Shutter System H.V. MADE #1 W/ OR W/0 KV. WINDOW RADE MV. N DESCRIPTIa11 DATE DRAPA! By: LC. 1 OLD 15-085 7/27/0 DA1E: 07/27/17 2 DRAWING No 17-107 3 4 �a0. TYP_ EA END 4 MAX. 5 YANDGWS ALLOWED AT FU/ WTNOOY/ BLADE (1 �7 SEE END coroacrioN DETAILS ON SHEETS to & 1B SYP. FULL HEIGHT (64> (-N lt4z IlNll�w���� ELEVATION 1M SEPARAI1 TO CvsS EXISTING cuss .SEE scT E na E ON sr it n Fore atsnE 0 ------- ------------Z---------- r------ ------ mooNlwSsEErFcaoADEsp&� �� TYP. srMLTLZRIcaL cENTLTBJATEs 21 9 W/D� (SE�"NOTE 4 ABOVE) � PLAN ,�1��Q? " CEPS ✓f� 02017 TILTECO. INC. 0 �� SF •� { FTIL ECOIN.. ;•Q ,' TILLIT TESTING & ENGINEERING COMPANY val_'•. ........... [na1nP"" a4i W55 N.W. 36U. St, Sta_—a 305. IRCM GARGD6, FLORIDALOR33 Fhano : (305)871-1530 . Fa:: (3G5)871-1531 •••' �' ',11 3: t3ttce0aaLcom SS�OlVAL E� EB-0006719 W.T. ,L TTLLIT Jt. P.E. P-E. SEAL/SIGNATURE/DATE FLORIDA U.' If 44167 1. UAX. A.S.D. DESIGN PRESSURE RATING: +110, - 110 psl. 2. L4VL SHUTTER SPAN: 96' 3. ALLOWED MOUNTINGS: A. D. G & H ON SHEETS 6, 7. AS WELL AS MOUNTINGS M, 0, T. U & W ON SHEETS 16 & 17. ONLY CE�� (BOTH� AT EXTERIOR OQS CASE SIDE OF OIPPOStNG 5. (A) HV WINDOW BLADE 9 SHALL ONLY ALLOW A MAXIMUM OF 5 OPENWGS (3'0 HOLES) FOR O PER BLADE AT SPACINGS SHOWN ON SHEET 4. (8) LON' CLEARANCE FROM TOP OR BOTTOM EDGE OF HU WINDOW BLADE 1@ OF ANY 310 HOLE FOR 4 SHALL BE 12•. (C) FIRST OR L5kT BLADE COMING Our FROM STARTERS AT ENDS MAY BE ITv , WINDOW BLADE 1 (D) HV WANDDN BLADE 1a MUST BE USED ALTERNATE TO A SOLID Kv suDEC.'" THROUGHOUT SHUTITWSs WID% (E), TES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV SlACE i AT FDHER ME OF THEW. (F) POLYCARBONATE HV WINDOW ® SHALL BE INSTALLED SO TFjAT TABS FACE THE INTERIOR OF THE OPENING BEING ,PROTECTED. HV WINDOW L& MUST Be ONLY INSTALLED AND LOCKED USING A Hv SETTING TOOL PROVIDED BY ASSA, INC. S. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15, AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABA). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS'INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND OESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 8. MINIMUM SEPARATION TO GLASS SCHEDULE, PER ASTM E-1996: WAND ZONE IDNIJUM SEPARATION TO GLASS i THRU 3 1• 4 � toiAs�Saj � \1 y ^ 1 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407- High Velocity Hurricane 7 EASTERN METAL SUPPLY, INC. 71- " ■ f1i1 WE V TM Accordion Shutter System N,V. BLADE #) W/ OR W/0 KV. WINDOW IAAM AWING (No 17-107 ;. 1 1 J2'i 653 G TIflADE 4 GRADE 40 !lu1. _ VF_RIES G_6 M". G-60 CHAT STEEL 2 IEOK� !. ST11C5 AT 16' O.C. a r I/4'x 0.035- Twat L". i STEEL TRACK CHAMEL.1 a GRADE 40 LG . G-60 1 FASTENED TO STUDS I I/2' TEK SCREWS cw 1 DOEMOR FACE ; 43c LQ 6" O.C. O 6' O.C. EXISTING FINISH AS APPACABLE • i EMSTIN3 GLASS-ti MIN. SEPARATION TO GLASS _ —(SEE SCHEDULE) ® 6' O.CrF 40 <1 INTO METAL STUD WALLS w C i N 6 SJ4'x 0.035' TIIICK !.r+.. � L\G F`N SFt lift 'I� i I. STEEL TRACK CHANNEL 1A5 APPUCAELE E`f 553 GRACE 40 Ill.. G-60 1, 1 �� :O FASTENED TO STUDS I [fix1/2- TEK SCREWS CN ; 43c & EXTEI00R FACE , �j 06'O.C. 66'O.C. t, Fla v fp t 2' 38 ## BLADE SLACK DETAIL EiVF IS ALSO VALID �OFO]R----- / 12 CENTERMATE21 APPUCATtON WITH BLADE or-------- 43b - T //2'x 0.005- THICK.' ® 6" O.C. ASTN A-653 GRADE 40 2[-; fde n C-60 GALV. STEEL :1 MS WALL HEADERfSILL INSTALLATION -TAIL STUD, AT Is' O.G. Min- _ -.- - - ZEXISTMG GLASSJ. - I'"`- 43a 436 43c SYMMETRYCAL ; `'wCTcralnQ RYCAL CENTERENTERMATESMATES W/ EXTERIOR ArrcACCESS SIDSYMMETWl.= `.: "_ oA U35 (6" Min.) -.7- HVB BLADE S 44P .n 5 CY�TC P r gqFtoAID P.E. SR06iJA' Min.) LJiI;IC Ut tAIL HVF II VC ID2017 TILTECO. INC. TECO mc. TILLIT TESTING & ENGINEERING COMPANY ""' N.W. 36LR S. Ste. 305. YIRB1IA GARD`aM FLCROA 33 \\ Ph— : (3p5)871-1530 . FCx : (305)811-1531 a-Mcl: tat—CeaLeom 11 EB-WO6719 I! WALTER A TILLrr J,. P.C. nT-c FLORIDA Uc. # 44167 GENERAL LIMITATIONS AND CONDITIONS OF i m FORBERTHAC1�_HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS I. MAX. A.S.D, DESIGN PRESSURE RATING: +75. - 75 (psi) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLYOENTERMATE 2L W/ 24 HV LOCK ARE ALLOWED WRH 21 ARRANGED A SY MEFR[CAL LAYOUT. USE 0 (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT -EXTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. �4VTA I LJ 1G Il -12.000- M".r �J y0lri 83- a- ���__ 0 00- 1 f4"o NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE n 3.000' Mo . WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 4 4" EXISTING FUI5H AS APPLICABLE (TYP, T�O.P_& BOTTOM) t--VA �5 MIN- SEPARATION TO GLASS (SEE SCHEDULE) 6 1/2' MAX. SLACK A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 -7 (g LENGTH + I' 43 1 /4"0-20X3" BOLT MUST PENETRATE 43c.1" 1.373'� . 250' .050' 1/4 0-20 THREADS 43c 1/4"0 ELCO CONSTRUCTION PRODUCTS FAB—LOK HD COMPONENTS SCALE: 3/8"- I" 1 1 3/4'x 6 1/4'x 0.035' TRCK Min. NT. GALV. STEEL TRACK CHANNEL. G-60 ASTM A-653 GRADE 40 Kin. GAIAANaED FASTENED TO STUDS W/ (2),J6x1/2' TEK SCREWS ON 1 WTERIOR & EXTERIOR FACE l <1 HV HEADER/SL ENDS [L VIEW Y SIDE CONNECTION TO TRACK CODE (Hon High Velocity Hurricane Zan, ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V. WINDOW BLADE V. DESCRIPTION DATE DRAYfN BY: Lc. 1 OLD 15-085 07/27/1 DATE 07/27/17 2 DRAWING No 4 _. 17-107