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HomeMy WebLinkAboutPRODUCT APPROVAL/ 1 A,12018 ■ 1 1 r r 0 BCIS Home i Log In I User Registration i Hot Topics [10�d' I�r ,. Product Approval USER: Public User Florida Building Code Online SCANNED BY :St Lucie County Submit Surcharge i Stats & Facts i Product Approval Menu > Product or Application Search > Application List Z.DLIT DBPR,DBPR, DIVtsiotfsr ¢ORTAGTDBPR. Search Criteria Refine Search Code Version 2017 F (:::389 Application Type Product Manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Caarrh Raa dtc - Annliratinns FL# Type Manufacturer Validated By Status FL389-R9 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Accordion -Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ®MCI W 99 E RECEIVED APR 2 6 2W ST. Lucie County, Permitting ?61zsN,-- f�l Of) q--v -Tg ( 5 Ise— vi2W_ ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIAN REVIE � DATE ^, PLANS AND PERMIT MUST BE K T ON JOB SITE OR NO INSPECTIONS) WILL BE MADE Credit Card Safe THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD FILE COPY https://fioridabuilding.org/pr/pr app_lst.aspx 1/1 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION OCCUME14T (PLED) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (61h EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SIHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85, USING ASCE 7-10 AND SMALL NOT EXCEED THE MAXIMUM (AS.0) DESIGN PRESSURE RATINGS INpIOATEp ON SHEETS 11 THRU 15. 19..& 20. IN ORDER TO VERIFY THE ABOVE COMMON. ULTIMATE DESIGN WINO LOWS DETERMINED PER ASCE 7-16 SKULL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX, (RSA) DESIGN PRESSURE RATINGS INDICATED ON SHEETS I THRU 15. 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED., AS TESTED, WERE NOT OVER STRESSED, A 335 INCREASE IN ALLOWABLE D�1.6D STRESS FOR WIND LOADS WAS H4L USED IN THEIR ANALYSIS. HOWEVER, A WIND DURATION FACTOR CWAS USED FOR vmncxTION OF FASTENERS INWOOD. BERTHA N.V. ACCORDION SHUTTER SYSTEMS ADEOUAC'r FOR NAND AND LARGE MISSILE IMPACT LOAD MAS. BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MUMONE0 CODE AS PER -HV BLADE OP 10214.01-03. 10715.01-03, /1004.01-05. 11214.01-05. 10317.02-06, 110609.01-10 AND 10210.01-11 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 do 3) do 111220.01-10 AS PER TAS 201. 203.& 203 PROTOCOLS LAKE MISSILE, -HV WINDOW BLADE m 10505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D. MIND ZONES. 1. $ 3) BASIC PROTECTION ONLY AND / 0725.01-88 AS PER TAS 202 PROTOCOL 2. HV BLADE(D AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND. CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA•H.V. ACCORDION PINS (HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 1102.75• AND f14xI.75' RESPECTNFLY, 410-W MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 k51 YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. AS MANUFACTURED BY APPROVED 4. ALL ALUMINUM EXTRUSIONS SMALL DE ALUMINUM ASSOC'A ALLOY 6005-75 ALLOY: AND TEMPER AS .INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY IS 30.0 Lai AND 35.7 Its) FOR 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 5WIS WITH 50 k1T MIN. YIELD STRENGTH AND 90 ksT YIN. TENS1I.E STRENGTH. AND SWILL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3A.4. S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIOM STRENGTH, 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE PD : T2,13,14.15 AND 20 _ HV BLADE 0 & ® WORKING IN UNISON: 12. 13 & 15 B. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT /6'779.582. COMPONENTS OF TADS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S. PATENT JW458.178 ISSUED TO EASTERN METAL SUPPLY, INC. Q. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE .SHUTTER i5 TO BE ATTACHED TO NSURf PROPER ANCHORWE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN. THRU FASTENING IN CONTINUOUS CONTACT WON THE BUNTING TO PREVENT WIND/RAIN INTRUSION, 10. EACH UNIT MUSE SEAR PERMANENT LOCK LABEL -IN -A -VISIBLE L PLACE VAIN WARNING NOTE DURING PERIODS OF HURRtME WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENIEOM7E5 AND ENGAGE OR LOCK ALL 1N AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION..SHUFTER IN ACCORDANCE WITH SECTON 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. BERTHAH.V. ACCORDION SHUTTER SYSTEM$ INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THe PERMIT IS APPLIED DI DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE 13. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND. DOES NOT PROVIDE INFORMATION FOR A SIX SPECIFIC PROJECT. Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.EO. (D) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFM OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT WMATE FROM THE CONDITIONS. DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. - (0 THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.ED. ENGINEER SHALL SUBMIT TO THUS LATTER THE SITE SPECIFIC DRAWNGS FOR REVIEW. (a) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED fT. � '�jGlrNSs� � ✓9 02017 TLLTECO. INC. � IL ECOiLV4:. .*� O t 1 6P TILLIT TESTING & ENGINEERING COMPANY BJSS NW. .'�4^p .... R ..• ' �a ,t1 �� -WA SILL SW 305. V91PNN Q41111 5. FLOROA 33 Phana : (303)871-1530 . Fcx : (309)871-1531 a -awl. lgtetoOoo.CO n ES-0006719 'VS/ONAL.�ER ,1+ P++ WALTM A. TRUT Jr. P.E P.E. tMISIMAYORE/DATE FLORDA Lk. 0 44157 U •welej► ► GENERAL NOTES SHEET'1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET,3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2: HV BLADE (1) AND HV WINDOW B An AS (WHERE APP ICAB ) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILSG-M, CONCRETE/BLOCK SHEET 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 SHEET 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 18 AREA 3: HV WINDOW 13LADF Q ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW BLADE in ONLY INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 2017 EASTERN METAL SUPPLY. INC. HwN.N7 N ITN n M TM Accordion Shutter System H.W; BLADE #1 W/ OR W/o KV. WNWW aAX CAWING No 17-107 YO HV SOLID 9LSDF COVERED UNDER US PATENT 8 6458179 OF USE OF BLADE. -WON SHEET 19 ®tIV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE i � 663-76 ALLOY D-JPAPER $ tstT 4 L..OBY ' _oar Q r 670 1.680` 4 11 HV CEILING HEADER Q0XUFIED FOR USE W/ HV BLADE i ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER L4`L % MM Y MN. t 1' I 1' 0.092' 16 SIDE ANGLES QUALIFIED FOR USE W/ HV 0 00. a: 3�HV UNIVERSAL aL nerFR OUALIFlED FOR USE W/ HV BLADEQ 6005-T5.ALLOY AND TEMPER .085' BLADE 1p HV HEADER/SILL QUALIFIED FOR USE 1Y/ HV BLADE_ I ONI: 6063-T6 ALLOYY AND TEMPERe�- ALUMINUM ANGLES QUALIFIED FOQ USE W/ HV BLADE W ONLY. 6063-T6 ALLOY AND TEMPER .) IDP ®NV DIRECT MOUNT QUALIFIED FOR USE W1 HV BLADE 1 6063-T6 ALLOY TEMPER_ ®HV WALK —OVER TRACK QUALIFIED FOR U(�1 )E W/ HV BLADE A 6061-T6 ALLOY A.D TEMPER COMPONENT A B TI TZ © 2' S' MAX. i1W 1/6' 1® 2' 5' UAX. 0.192' 0.192' 19 2.5' 7• MAX. 0.190' 0.190' 19 2' 5' MAX. 0.139' 0.131 ` 02017 T&TECA, INC. �t P� �� IL ECO LINE. * TILLIT TESTING & ENGINEERING COMPANY v b]55 R.r. 36:h. St, St. 3A MGM 0MOW5. RARAA 33 Ph*- : (1053871-1530 . Fav : (301871-1531 tt, •— .': V1U000w.-. 1t E9-OOO8719 WALTER A TUS ,Ir. P.E FnATC ILOR011 Lk. 144167 O HV 90' f 1 BD' �STARTE,Q QUALIFIED FOR USE W/ HV BLADE 01 6063-TG ALLOY AND TEMPER 994' 842 c Ln a 1 ' Q9 HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE n ONLY. CORNER POSTS ALIFlED FOR USE W/ HV LADE 0 606 OY AND TEMPER A.S.S.A. American Shutter Systems Association, Inc. 4268 1Vestroods Drive West Palm Beach, FL 33407 CODE HV RAINGUARD QUALIFIED FOR US�E W/ HV BLADE f1l 6063-T6 ALLOY A1177D TEMPER. 02017 EASTERN METAL SUPPLY, INC. --.. 0 m .w " W TM Accordion Shutter System H.V. BADE #1 W/ CR W/o H.V. HtMW BLADE AVIING No 17-107 HV CENTERMATQ ,� FOR USE W/ HV BLADE lO& 1 LY i«J 6063-T6 ALLOY AND TEMPER QUTA�bFFTIED FOR USE W/ HV BLADE 1 & e ONLY 6063-T6 ALLOY AND TEMPER �_ � 9.Y30 I I ].750• PLAN iROtNT ELEVATKIN LOCKER FOR 'Tp LOCK CENTERMATF QUALIFIED FOR USE W/ HV BLADE DONLY 6063-T6 ALLOY AND TEMPER 1.9t 06.i• .214' 4' gV. AO HV MALE p p LOCK CENJERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY q 6063-T6 ALLOY AND TEMPER 13' (� ED CENTERMAT WZ NO LQCKING RO QUALIFIED FOR USE W/ HV BLADE(1 & A� 6063-T6 ALLOY AND TEMPER LOCKING ROOD QUALIFIED FOR USE W/ HV BLADEQ 6063-T6 ALLOY AND TEMPER ,)INSTALLATION WILL REQUIRE A 7/1 lll1LLED AT TRACKS FOR PROPER EMBE 6063-T6 1.1 ' tV 7So Li P.E. ED FOR USE W/ HV BLADEt)ONLY 6063-T6 ALLOY AND TEMPER 4.045' 9 ^- o �} 4 566' QUALIFIED FOR USE W/ W BLADE (1)ONLY 6063-T6 ALLOY AND TEMPERR'' 3.161 t n h HD CENTER RT QUALIFIED FOR USE VY/ HV BLADE 1 & 1� 6063-TS ALLOY n D TEMPER t1/2' 1/4'0 (37� HV 1 f4" m-20 AISI 304 SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE Q 'LS 02017 TILTE00, PIC, jlLE CO ,Nc. TIWT TESTING & ENGINEERING COMPANY 63" N.W. Uo' SL, SLL 3M NR01" G\RM6. FLOR0.1 33 Poem : (305)871-1530 . For : (305)871-1531 4_com UOX671167 oo.s V L\L`L EES %nn7r ELORM Lk. / 44167 .) p 710iG.Dm E CAST of 1 PA�(EO PAO m n o x1>RN 75. :1 � 1G+Gs. *7' 55 CriLROCRPUTO) (owou(omw PLATED) ®�� ® HV EGRESS 100 UALIFIED FOR W/ HV QUALIFIED FOR USE W/ HV ONLY. BLADE 1(J & @ ONLY. 250' O.D. .318' PLASTIC HEAD 18' -42 • DOIDSCREEWW cp 8 : .360' AFTER RNEIWO n BEFORE RNERNG. 1/4n f-20 x 3/4p S.S. THUMBSCREW I WO-20 RIVN 1Ts {SERIES 9N4 ALLRIMM (2024-T3 ALLAY) LARGE MANGE TW.Y SNEET NUMRT. PART I MO. AS MANUFACTURED DY AVM CNEN;yRrMaORN. PARSWPENY. NEW JOtSEY 07054 OR EQUAL @ HV "T" LOCK HV ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED FO USE W/ HV W/HV BLADE G ONLY. BLADE 1W ONLY. M 0.875' Lra 1 .t25' Nor. u�i o TKUM8TURN CYLINDER OR KEY 1.57 Itin CYLINDER L78' Mo., ® HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. --QUALIFIED FOR USE W/ HV BLADE lO & (A A.S.S.A. American Shutter Sysfems AssoclOtIOn/ Inc. 4268 Westroods Drive West Palm Beach, FL 33407 t L92017 EASTERN METAL SUPPLY, INC. I soda■""% nrTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O RV. WNWW BLADE AWING No 17 - 1 07 SHUTTER ASSEMBLY SCHEDULE FOR HV C1 HV Q Q HV BLADE 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/ #8 HEAD ® HV 2 3/4' ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINOOW * It 3g F (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR ® N N BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV (9-BLADE. TYPICAL SHUTTER ASSEMBLY r.s (2) HV PIN @ MAY BE USED IN LIEU OF � AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(j) ao z4- BLADE WHEN CORRESPONDING TO INSTALLATION "Ill". SHEET 7. '3) HV PIN @ OR W/ 1/2" O.D. 1/16" THICK S.S. WASHER Trn 0 ,HALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET 8> WHEEL L CARRIAGE DETAIL ASSEMBLY LAYOUT N. 12' ►CN, tLEAF VICE TO BLADE T E HY WINDOW BLADE's '0 OPENIN KNUCKLE (rip) _MT P'ORTI 2 7/87 M?L 44 Hv WINDOW SEPAL CLEAR BETWEEN BLADE OPENINGS t 5 3b ON CENTS EXTERIOR .1875'� BLADE ,0625' .0625 ,0625- � _ ■ i Yi i (� E� I '0_ ':[:•►: \lei 1:31: RESINS, UV -STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F' ON SHEET 19). POLYCARBONATE SOURCES FOR TYPICAL FROPUTTI$ APPUCAW s1Asaw RnTRnea Rc�xT .np1 ..o..i� tYC AADK.� � uAammi Aw ,a ,m a aDRral: SKCM CRWV Etaa+t�ett ASTO TIM C'm efo' "a m/n• 700AE t1OD 5TWCM A61M oats 9.400. P+L 0.500 P.U. TIFR M ST am" AT YIELD ASW [A20 12= 0..l M400 P.1 FUMAL lNOltli7 .?ML, AMU ONO 34CLM p. 315.000 P. I. NOTQQp I= AST-0256 m rE-ot. n n-lol. Sue¢ DENSITY AST 0ia43 47.2. IT 64.5 x TIM PATE OF TAIANNO AMU Gals rr1 Ous C-1 CLM SCUF A1d1gN A3T D1920 /0.0 'r Oo0 T > AST 015S TENRX WRENOTH AFTER ASIY us 0302 DAA am P.l TOME SIR=MOiE ITFAWOiMC I AM 535 alai ,. L em IME ++►+ r: ���i EtUs• - v�L+ `� � 02017 nl7EC0, INC.020.17- A■S■S■I■ American Shutter Systems Association I . Inc. 4268 Westroods Drive West Palm Beach, FL 33407 EA�TERN METAL SUPPLY. INC. Accordion Shutter System H.V. BLADE. �1 W/ OR W/0 H,V. WNDOW BIADH .j /� o,�,'•.,_ [npinP ,:� ,! "•_.`s's�or�iAt.��6 L+L ,,,,,,,A•'''`, P.E. SEAL/SIGNATURE/DATE TILLIT TESTING & ENGINEERING COMPANY a35s"L 31 (ss, 71 3G5, . To. (305). FLORIDA1-10 331 Pnane s (305)871-1570 , Fo:: (305)67i-7631 a -ma: wmoGood.wn 10 WALTE A TILLUT J, P.E, MMU Lk- 144167 . H DESCRIPTION GATE ORAww DY_ Lc, 1 OLD 15-085 /27/1 DATE: 07/27/17 2 3 DRAWING No 17-107 4 s SHEET 4 OF 20 a (0•0� 0.0- (B-P� 41. ri, tt, fw a. 9 % A k 1_, A- .-, 1� ;ti�ta•�rr,�r;rirlrr��ra•tanl���_ vr1 'I O 6 1�1.■�fJ�`�t�Li��lat�til�ttai�tili O�O������ • .l�15i`117iffn;wn SEE I CONK SHE Q Q 18 TYP. FULL it HEIGHT. i «mow©• ��®� 10 .(�I« 10�1�5�Q• 13«1(�7 r�ox (D-0'Q«©'7O.18« TYPICAL In HV BLADE SHUTTER ELEVATION N.T.S. a QyRfla 1. MANDATORY CONDITION./t: ONE HV LOCK @ or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR SVW 62 OF SHUTTER SPAY FOR SPANS UP TO 105-, AND FOR INST TIONS T ANY ELEVATION. HV LOCK Gr MAY. BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TOU OR 0 CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDIG SHUTTER ELEVATION. -L KS q5 j(Qi qq MAY IF DUST OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS f��4¢ �, OR ((22§§ IIAY 8E USED AS AN INSIDE OR OUTSIDE K. CONNECTION OF LOCKS TO CENTERMATES �t ®- SHALL BE AS IND LOCATION , L BE AS INDIG ON TYPIGIL SHUTTER ELEVATION. xx /2 1S USED 1 LOCKING RODS ARE NOT REQUIRED AT VURRICANE POSITION, BUT MAY FO BE USED IF DESIRED TO ENHANCE SHUTTER PERMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). AND INSTALLATIONS AT ONE HV LOCK ® ® FIML BE USED AT CORNER R ANY SPAN OUTSIDE OR INSIDE LOCK, ATTACHED TOCORNER CENTERMATE W/(2) I/4 0-20 x 1/2' LONG FLAT HEAD SS. M.S. TWO LOCKING•RODS �. AT TOP & BOTTOM SHALL BE USE0. LOCATION F LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPIN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. S. FIRST ALTERNATE TO MANDATORY fVWhr u A. —11n INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK MAY BE USED AS AN`fNSIDE"OR OUTSIDE LOCK."ATTACHMENT OF 1/4.0-2Gx3/4- S.S. THUMBSCREW TO @ OR CENTERMATES SHALL BE MADE W/ 1/4b-20x3/4' ALUM. RIYNUi 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 CONTXTION {R FOR KEYSTONE MOUNTING INSIAIIATIONSi ONE HV LOCK I& or ® or SWILL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPIN FOR SPANS UP TO O. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or ® or ® MAY BE USED AS AN INSIDE OR OUTSIDE LACK, ATTACHED TO ® or @ SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ®Wf (}� OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. OF CORNER "NOTES ON HV "T" LOCKS AND CENTERMATES: CENTERMATE 1' ONE ALTERNATE HV "T- LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND I STALLATIO AT ANY ELEVATION, AL TE LOCK ®�jAAY BE USED AS AN INSIDE O S10E LOCK. ATTACHMENT OF LACK 0 INCLUDES USING REINFORCING AS SHOWN ON SECTION HVG, SHEET 8, WHICH MUST BE CONNECTED TO CENTERMATES @ AND 0 W/ 1/4.0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8.0 x J/32' WINGNUT OR W/ 1/4"0-20x1' S.S.M.S, INTO'A 1/4 Vx 5/8' RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12- MNOMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS .. TOP AND 80TOM IS MANDATORY. i 1• : ONE ALTERNATE HO LOCK � MAYBE USED IN LIEU OF HV LOCKS OR Iq FOR ANY SPAN AND INSTALLATIONS AT SAANNY ELETO VATION, ALTERNATE HO LOCK ®4 MAY BE USED AS AN INSIDE T I SERTOUTSfy LOCK. � QAC N SE TIONSDHOB-KHVB D HDC-FR IS C, SHEET O0.8LOCK MAY BE INSTALLED AT � REINFORCEMENT INSERT Ry MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS tsS 6 COMPLETELY OPTIONAL LLI• `Y•. .......... .//• - •'•,EfUS�:••, �y z 02017 TILTECO, INC. �T::l�LrE �0,c. 1 / * ' • Q ',• TILLIT TESTING & ENGINEERING COMPANY :. i \\\ o.. ILM. 36tA St., W . 305. MAG11rA GWXN% rLWXA 33 Pnona 1 (303)871-1530 . Fo. 1 (303)871-1531 o-m EW09 oomz BOCb n 1411 • -,-.V-�- 11 IOJr.PEEONAL WXM A LUr P.E. S;SGU"R,F/DATE FLGROA Uk 1 4067 AwS.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 0 2017 EASTERN METAL omn I nw nvTM Accordion Shutter System KV. BADE Q1 W/ OR W/O HKV. WINDOW sanE AWING No 17-107 POURED NCRETE ANCHORS POURED (SEE SCHEDULE ON POURED CONCRETE OR CONCRETE OR CONCRETE BLOCK CONCRETE REQUIRED , CONCRETE SHEET 13) REQUIRED I CONCRETE ANCHORS 1 4'0-20x3/4' &S. WE SCREWS ✓ CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) i ,. FOI Q 18 ME (SEE M7UNTmO®OR SHLYT 7) f�i r (r f ! (SEE SCHEDULE ON SHEET 13) W/ 1/4'-20 NUTS m 12' O.C. / 7-7 � ff .! P 1' 1/4•o-2Da3//4' SS. Ym. i ,� , l ` , • f __� E MACHINE SCRElYS USING 1/4'- NUTS _ - �', '_ 19 E T/2• / I + I / 0 12' O.C. `!E'D. •y/Z' l E. O.• ! / .25T Mw. �" �-_ = E. Dad' (t�f^!T -- r ti _ 3 OR 15 • -- j p I 3 OR 15 O L I f ' ✓ E f 1 , \ 1 I .250• Max: IT - I!`/ f ` D✓ ,r�� tr 1 1 .250' '/ ✓ �/ /' :/ OPTIONAL 1 1 1 t 1 I '+(i `E � I YH .43VRgipi PTIONAL 1I 1 II - 1 OREla ® 1 FOR, GI155-•� 0f�m•® I 1 I N. SEPARATION TO.GLAS 1 DOSTING MIN. SEPARATION TO GUMS GLASS 1 (SEE SCHEDULE ON SHEET Ilj 1 r(SEE SCHEDULE ON SHEET 11) I STING QHV WALL HEADER INSTALLATI © HV WALL HEADER ATION INSTALLATION BQ 1O WALL HEADER INSTAL I ATLON + KEYSTONE EXGLAU 1 ULM. SEPARATION 10 GLASS ' m nwss ' , , 1 OR �• , , �-(SEE SCHEDULE ON SHEET 11) 93MIN. SEPARATION TO GLAS 1 EXISTING__,1 ELAM 0 f"(SEE SCHEDULE ON SHEET 1 T) CLASS ON SIMIiALl6mtl0„j Daf UG SIN-tl .r+' ,�' =' fOpi 11 f _ / r ` j' r, / 1 OPTIONAL 1 I I I 1 4• MCx. l' ! E D.• f ',. ✓'F1 i 13 OR 15 OR �E E T/ 12OR,4 LT� , EO i/PHILLIPS TRUSS HEM CONCRETE ANCHORS ` J' / r' 1 oa 18 MACHINE SCREWS USING I / CONCRETE ANCHORS t/4'0-20x3/4• S:S PHR11P5 4 /� ,✓ - © O Y 1/4'-20 NUTS O 12' O.C. �)' (SEE SCHEDULE ON TRUSS NERD MACHINE SCREWS (SEE SCHEDULE ON SHEET 13) w/ 1/4'-20 NUTS ®12' D.C. i POUR£D CONCRETE - / .'� �' Min. POURED CONCRETE SHEET 13) CONCRETE BLOCK -' f OR CONCRETE BLOCK w REQUIRED HV WALL SILL INSTALLATION 4 (SEESCHEDULE SC �LE ON REQUIRED RED CONCRETE SHEET 14) FO HV WALL SILL INSTALLATION ATION OR CONCRETE BLOCK WALL REQUIRED EO HV WALL SILL INSTALLATION ATInN NOTE FOR COMBINATION OF SECTIONS, 1- SEE SHEET 4 FOR TYPICAL SHUTTER . INSTALLATION DETAILS W/ ASSEMBLY E. O. - EDGE INSTANCE • SEE LRI AlIONS OF USE FOR 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE ON SHEET 19 1C) HV B LA D E IN ANY WAY TO SUIT ANY INSTALLATION, 'TT F1 A T! _ FLORIDA BUILDING CODE (Non High Velocity Hurricane tone `,41 : •'. \Cj ENs • ✓� 02017 TLLTECO. INC. 02017 EASTERN METAL SUPPLY, INC. q T I TM ML E C O L N 6. A■ S■ S A.S.S.A. Accordion Shutter System HV. BADE #1 W/ OR W/O H.V. W DEAN BADE Q ,� TILUT TESTING & ENGINEERING COMPANY American Shutter Systems Irv. R UE,CRIr1I0N OAT[ pRAn17 F,T: LC. �•••••• 11 4]3s HM. 34U. S1, std 3os, NRGAu ulRppas, Rcaa 3314 Association, Inc. , ORIDp: ;�k... oLD 1s-oes 7127/11 DAD:fN 7 T'_ : (306)971-15N , rox : (303)871-1531 4268 Westroods Drive 2 -•Ss/QkAI _ ' Ee tat".Go C011 West Palm Beach, FL 33407 3 DRAW�IWAUER A. PLOT ".P.E.4 1 P.E. SEAL/SIGNATURE/DATE TLOFMA Uc 1 44167 s -1 J,J CONCRETE (SEE SCHEDULE ON SHEET 13) REQUIRED ( m CA (SEE Ev4E CN E76STING IF 1:01 / % ff J b. .• AP PU EX ' 9AD6mNk� ANCHGN 1 1 cR 13 GR 15 , tGq ' ' �j Am 3/8 ' 110.3/4- HEX WASHER HEAD TEK SCREWS O 12' O.C. • 1 © 7 j CONCRETE ANCHORS 1 11 ' i (SEE SCHEDULE ON SHEET 13) I I i E)ILASSGLASS­ -- _- , i EDGE OF--I�ff� SLAB IF ! !J % %! 1 I % 1/2 -1 / ! ! 1 J EDGE OF UK To am O l �, APPLICABLE ' J J% /. `E.O. j. ! Q. • • , �f ,: f SLAB IF I GLASS — EDGE ro rm UN UL I mN.Mn tU 1 11 )i 1 1 _! 11 ' E/ • 1 d - !i 1 e Sowawpf CLASS 1 rLSEiSCKVULC Ow i 9 EIGSi1NG ; 11 11 class EDGE OF _tLAB IF �% "1 ' / /'!' `,• �jfJ' APPLICABLE EDGE OF SLAB IF APPLICABLE I / "1 211 FOR -(DAL 1 e Sowawpf CLASS 1 rLSEiSCKVULC Ow i 9 EIGSi1NG ; 11 11 class EDGE OF _tLAB IF �% "1 ' / /'!' `,• �jfJ' APPLICABLE EDGE OF SLAB IF APPLICABLE I / "1 211 FOR -(DAL ' J lJ '' POURER / •i ll % / f: ! % '!' J ,! %�.' J ! / ! /' • �J% !`%!j ' APPLICABLE RED C RETE POURED FIAT NEAR CONCRETE ANCHORS D• CONCRETE ' 0`1 947:7T Lc iOR 1 0 ®*CONCRETE 1 �� R ED FLAT HEAD CONCRETE ANCHORS REOUFtED (SEE SCHEDULE ON SHEET 14) REQUIRED £. D.• E. D.• (SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION © HV CEILING INSTALLATION (RI KV FLOOR INSTALLATION t }IV WALK -OVER INSTA I ATIAN AUD ONLY FOR UP To +70• -75 PSF A.S.O. DESIGN PRESSURE RATING el FOR SPANS PER SCHEDULE 13. SHEET 1 roW ' , Dos104 97 AAUgn CONCRETE ANCHORS OO (SEE scLIEDULe oN —ME sc ® ts�— IT air t EXISTING I —' E)ISTING--{ 1 I ' 1 SHEET 15) EXISTING 1/4.0 11W ML&X TAPCGL W/ M MET 11) ANNANCfD 71YIf'AOIpR. Ot GLASS clAss Ipl tVAt4Tp 10 am -ILA tomu w i [II tU ' 1 GLASS —� M0901.00Y OR 1/4-0 POAIRS FAS 04M TAPPER. ANCHORS W/ 0 1 1 1 ' J 11% 413WW01 ra 1 3/4' WL OI cuw O 6' MAX. ( 1MAY- LIP TO V-W SPAN AND 4 0.�10R SPANS LARGER LAND ' i 3 1 r 1 SEALANT AT CVU -*FASMAX TENER 1FAOY `3 OR Q I , 1 I /V10i3 4 HE E..O e . SKcE t L L(DR wwNrrslav_3 I+--•. 1) tat. I ILK SCREWS CONT. sEAenxr /14.3/4' HEX HEAD _ t TEK SCREWSO.C. OR 1/4'0-20 S.S. M.S. I CONCRETE ANCHORS 1 3 _ _- f (— 6. .,O_j 3/E 9 I2' O.C. p14r3/4' S.B.S. ! - r' / f _ % �- g I( i 1 i i j ' 1) 1/4 •1.6� I� 1. • i t%�!� i J �' 1/4'0-ZOr3/4'SS YS W/ NUT O 8' O.C. (5 SCHEDULE ON n O 8' O. L. _ u0.. I` �' USINM 1/4'0-20. NU(5 __. SHEET 14), 111 OR 18 i/2•� 1/2 /!r r - •• ' ' • " • • O 12' O.C. DUSRNO NON / / I i f / LAB IF APPLICABLE ' t, r! �� /`� f � /1 17. 8 j O 114.9O. F.H. S.D.S. 2.00' ierN:WALL • • 1 :. E.D. • IdQJ.. � S RLICTUWt ITIN (ODbRAfi'E SILL) II / /� �•7 / / j J /��•- (�fi_�i J CONCRETE ANCHORS SEE NOTE 13(D) POURED CONC (SEE SCHEDULE ON ON SHEET 1 OR -SHEET O 8' O.C. SEE NOTE 13(b) • �' POURED C12NIiilTE R�� r` TorLAI LroPrLCD CCONCRETE CK 14) ORURCm CONCRETE TE CK K p p REQUIRED 0 ON SHEET 1 ©KEYSTONE FAOUNTING INSTAL I eTInN REQUIRED © HV WALL WALK -OVER INSTAL I ATION oOk�7µPSZESSUI. +64.-7s Par INGUARD 0 t: tC 1- SEE SHEET 4 FOR TYPICAL SHUTTER • E. D.. EDGE DISTANCE (SEE smanCAnom ON SHEET 13) t THIS INSTALLATION SHALL DE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXR OR ENTRANCE • 5EE L44 ATIONS OF USE FOR L)L1DEaDH SHEET 19 2-ASSEMBLYMOUNTING 2- MOUNTWC SECTIONS CAN BE COMBINED INSTALLATION DETAILS W/ O HV BLADE IN ANY WAY TO suTr ANY INsrALunoN.%.� FLORIDA BUILDING CODE (Hon High VelocityHurricane Zone AI r •'�,icFivs� 02D17 rIL,EQQ. INC.02017 METSUPPIRNALV� * T L ' ILE��A.S.S.A. Accordion Shutter SystemOC American Shutter SystemsMV. ttv. BLADE (yl w/ ai w/o Hv NINDOW aaDE TWITTESTING 0 A OM & ENGINEERING COMPANY NJ-"- 3M S. SIC Association, Inc. NJ OESUIPNON *Arc DRAWN en 1 c .:' p` W4. NRONM GARWIS. FLDROA 3]16 I OLD 15-085 7/27/1 DATE: 07/z7/17 �A� �NGILIIII on. Pe: (305)571-1530 . Fax : (3G5)671-IS31 0-1 : Vftaga.oteam 4268 Westroads Drive Vest Polm Beach, FL 33407 2 DRAWING No ��•��iiiipAA01 3 WALTER A. Tuff dr. P.E. 4 1 7-1 07 P.E. SEAL/SIGNATURE/DATE FLORIDA U-_ If 44167 5 _ cul cr Fo-071 SEE NOTES ON LOCIM0 RODS S© . M LOCKS © w I IN r EXISTING GLASS INSTALLATIONS W f 1 HV MD ALTERNATE W LOCX ® On SHE* 5. a, BLADE W HV CENTERMATES **CENTERVATES i APPUCATION WIN BWE01 ©«®«©'OO «®«10 •®«N QR 1G * ®«®• ®a©•0« SSE ENO WALL CnNNE TiON /r EXISTING GLASS ©•O •Q«©tO •®« 1 1 QQaw----------------------L-------- - --------------- — 2'.2'at/a'.o'-z BO6S-TB AHOY) ALUM. I ®.©aQ9•©«1g,Q s 1/2'7' W/(2) 1 { C IAPCON wcHBRs % coHCRLTE I 1/2' « ®•® I ET YC (s. Toa/BorroN) s )=1/2' s.MTO TUBE dlosds- S.us. 0 12• FULL LENGHr. CENTER ATES 5 CENTERMATES MI . PARATION AT EACH ANGLE. (SYP) I W/ HV LOCK 7 j o s 5 �I 1 ®°' * 35 * IN 3 * 3 (SEE SCHE oN SHEET „ --------- - - - ----- -- --- � --- -------,-- ----- --- -------- ©•O •p«©•O•p�'I �XI�sn11iT • ®«Q• ®«®• Q �� GLASI MIN. SEPARATION «®•® ® a TO GLASS (SEE SCHEDULE EHI OPTIONAL ON SHEET 11) (INTERIOR) OUT iVA OUT M V (EXTERIOR) . �•J sF'� _9 P.E. HVB to -@aa — - - 7 HVE 02017 TILTECO, WC. IL EN— . TILLIT TESTING & ENGINEERING COMPANY BUSS KW. Oah St- 64. 705. %ROM GR0M FLC$WA 73 Phone : (a0s)871-1ss0 . Fax: (705)871-1631 e 02: Vwt0000 l.cbm ES-0006712 WALTER A. TNLR Jr. P.E. FLO.00A Uc. / 44107 OUT 7 «® to ®« HVC ` EXISTING GLASS r� « �ap©•O•®« MIN. SEPARAnON TO GLASS �• ®«®• ®« (SEE SCHEDULE 5 «) + ON SHEET 11) -CONCRETE'/I ANCHORS 16' D.C. AN .I 6 1/2- MAX. SLACK HVF** FLORIDA BUILDING CODE Hon High Velocity Hurricane tom 02017 EASTERN METAL SUPPLY. INC. VTM A.S.S.A. ■ ■ ■ ■ oBERTHA Accordion Shutter System American Shutter Sysfems KV. BADE #1 W/ OR W/O H.V. NINDOW BADE tEv. Associafion. Inc. wcDESMPTION 1 OLD 15-085 OA7C 7/27/1 DRAWlI BY: LC. T1ATE o7/27/n 4268 Westroads Drive 2 West Palm Beach, FL 33407 s DRAWING No 17-107 INSTALLATIONALTERNATE V „ " LOCK oHV MA E/FEMALE "" LOCKSC E S 8 LOCK E S 1 B D giM END CONNECTION DETAIL nu SHEETS 40 s 4n OUT I euoEpwae oEu,� ens. warwtEu aN s>�ET a. �a�p1©•O �� ® AS wELL AS UNIYERSAC 11DAIWO filADE®OETA1 !®a-MW IDCAQ. 7 u 8 10 • a ED ON TIM SWEET. WY eE USED N IN wmt 7 6 K i ce)•a)-A.rh-n-a. * SEE NOTE 6 FOR W LOCKO , 'r LOCK. ON SH EF 6. t SERSS. 9M4 At.Wa w (=4-73 ALLOY) I/RCE FLANCE THR SWEET 11MERT, PART / 0M, A5 YANUFACTUZED 9Y AYM CHUM TEXTOM PARRMON, KIT JUMV 07054 OR EQUAL 1 0 1I i ►J _qi L Gib L- — — — — — — — — — — — — — — — — — �---IN—------------ FULL w4w.#(4) N.V. —7IKAL) IN () ,OHv "T" pNs�)LOCK (INSIDE) I Y Ve PM t ©0 HV "T" LOCK (OUTSIDE) .E. `—& w OUT 1/4" 0-20 x 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. —HVG* HDD—HW* FLOATING STACK - 02017 TILTECO, WG IL ECO.N.. TIWT TESTING & ENGINEERING COMPANY 1L153 R.R 36Jw St, Su. 309, YIRGtICA fLROQ6. ROR04 33 Pno--.: (305)871-15W . Fu : (303)971-1531 a-mo7: nt4eo0oaLcom F11j11 ®-rA06719 n IDC /nATC WALTER A. TLUT Jr. P.E. FLORM& Li . / 44157 (>HDBHVB OUT SYMMETRICAL HO CENT RMATES W/ Q r! LOCK (YTrat R) A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 SYMMETRICAL HD CENN ERMMA,TES LOCK (IINTERI0R) I to xOTp ON IOCCttl RODS®k q® IOCNS fAV sH S L@BVa M IL04PJ4 &AD* MAi 4O-WAS :S WUO FOR ALL ODIFOWAM APPL%tgVa' ffH WK(D CODE (Non High Velocity Hurricane Zone 02017 EASTERN METAL SUPPLY, INC. BERTHA TM Accordion Shutter System H.V. BADE #1 W/ OR W/0 KV. WINDOW 9ADE AWING No 17-107 ,1 POURED CONCRETE OR `J f` POURED CONCRETE T POURED CONCRETE —POURED CONCRETE CONCRETE WALL ✓ OR CONCRETE OR CONCRETE OR CONCRETE F. •J % ,/� REQUIRED �� / BLOCK WALL REQUIRED • �� F BLOCK WALL REOUIR[iO I = y %,., BLOCK WALL REQUIRED i� .. �r '' EXISTING CLASS fff �/ ewsTMO O1A55 . CONC�OR / EXISTING GLASS ' ' j" --� / �J �i e 16' O.C. , f'' 2• MIN. EXISTING GLASS '�� ! F ~-2• % '' • UN. SfPIFAIION� I j '�TO �•' f — J '`1:. 1 f/" (f r' YIhL SFP/RA710N ✓�. F ASS (SEE EO ' EO : TO SCHEDME O (SE r 11 FOR Eu� mAtrD I TO CLASS (SEE I I r W SEPAPoGION. i j MADE 6 SI-C163- 3' MAX ON SHEET 19 OR f SCF1mlAE ON Sf£EF i I ET ( TOR ® I TO CLASS (SEE AND(LOCATE AT ON SFfET 19 iCR - M. CLOSER ON STET 19 T� 1SCHIMUL8LADE AMJ ETTH SIDE& ® PIAIE (LOCATE i/2• / I BlADE50k ® 1/2' ON SHEET 19 FOR Of 5) I AT EITHER S E MIN I ' MADES Oh 1/2• YIN• 0, ) I I I �• USE I- OR 2• YAX. JINN/2- S. J #104 2" S.o.c. I I ----- (AS APPPLICABU )X21/8%0 a 16" O.C. -----� I (6063-T6 ALLOY) ANGLE MIDHEIGHi -----! 4 I (1) If10.1/2• S.M.S. To(J) & (2)1/4.0 TAPCONS ANCHORS TO V I SEE DETAIL X,F WALL AT 1. O.C. (LOCATE AT 1 OR SEE OETAIL X FOR SLOE CONNCR N ) DR Q� EITHER SLOE Of Q) 1 OR SIDE CONNECTION I OR ®� , TO TRAC a EE DETAIL X FO v 6 • 77 - B 1 .0- TO TRACKS a a 8 . 7 a 8 1 t0.0q©•07 aO. 10 :®� DE CONNECTION '®°'©•Q7 n•®I f0 •®o f0•®'®•vim-©• . t0• p® 0•@-0'0- TO TRACKS 8:0-s-0-6-3. ® ®-®•®®•®a®'®V'®a®-0•@-0 ®u ®'®�®•®�®® 8 P1 0•®�®•®n®•®�©� 8 OI q END /CONNECTION D TAN t_END CONNECTION DETAIL O END CONNECTION DETAIL 3O END CONNECTION DETAIL ONCRETE OR O +REQUIRED ONLY FOR SPANS GREATER THAN 12•-0• EXISTING GLASS i v CONCRETEBLOCK WALLQUIRED G ASS c 4 �' f KW. SEPARAMOu TO GLASS (SEE a1 SHEET 11901/2• S.u.S4 ? a 16• p(C. D ------'-- ---'---- =- I. ---- - n QAM) CONCRETE 1/2• YIN. TO samuE ------ _— -L-- --- ---- 6 OROOROOR JORN(� POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED END CONNECTION DETAIL ANCHOR ® 11 FOR BLADE ®AID---- ------ Q� 12' .�/r ri ON SHEET 19 FOR 4 -- -- -- 1© OR®OR®OR@ �ED I 5 SADES(D&"® -- - f. -` OR@ -1 ? MIN_ EQ - -- 6 OR®ORI1 OR 2Mw / ♦SEE LIMITATKlNS OF USE FOR i BlAOE ©ON SHEET 18 OR OR I OR i OR I VIEW Y 60 WNI PLAN DETAIL X �•� ®q 1D•®a®•�©•©„ END I S LLA 10 0-0.0. 11 HV BLADE OR HV WINDOW BLADE INTO �'�°'�' ®'®'©•®'�'�" CONCRETE OR CONCRETE BOCK WALL ol EC ION DETAIL (g) 1 ozo» mTEc FLORIDA BUILDING CODE ®zo1 HEASTERN Yelo�Tcit SUPPLY. INC. Zone �10ENSF . 9 _e ` A.S.S.A■ T VT, Accordion Shutter System �j Tt N.V. MADE #1 W/ OR W/O N.V. WINDOW B!" �� •^� ``� TILLIT TESTING k ENGINEERING COMPANY American Shuffer Sysfems EV. DES ON oAr< DRAWN �, La • ,(• �K, ,� wss Kr. UOL Sr,. SP.. ,m, Vamak cwpE m Rpa k „Ia A9SocTaflon, Inc. 1 OLD IS-oas 7/z7/1 a,1E: 07/z7/17 lip lT Phww : (365)e71-1550 . For : (3116)971-1531 4266 Westroads Drive 2 DRAWING No .,s/DNA` Ea�P,,EI e-1icoOom West Palm Beach. FL 33407 a '• �•�,�iIIIIdIIP WALTER A „UT Jr. P.E 4 1 7-1 O7 P.E SEAL/SIGNATURE/DATE FLORDA Lk 144167 s CIJCL-T MAXIMUM SHUTTER SPAN" "L+" OR 'L-" MAXIMUM SHUTTER SPAN* "L+" QQ. FOR INSTALLATIONS W/ ' CENTERMA ES, ® & ® or or OR "L-" (ft.) FOR W/ ONE H.V. LOCK ,® ar or or INSTALLATIONS W/ PEE wa & HD LOCK (a W/ NO .LOCKING RODS or ONE HV LOCK or ®or CENTERMIA28® 29 W/ ONE W/ NO LOCKING RODS 1Q"T' LOC 30 W/TWO LO(QK NG (SEE NOTES t tt). RODS 35 TOP & BOTTOMi0SEE 3&nnol CON 11DO INSTALLATIONS 0 wwum CONCRETE & WOOD I DESHN PRESSURC WALL Uoula G PfiSS" WALL MOUNRNG FLDOR/CdUNG uouNTwG PAY & nOOR/CEUNG UMUnNC 125 6,-7• 50 140 P.E. SCHEDULF 93 AXIMUM SHUTTER SPAN* "L+" R "L-" (ft.) INSTALLATIONS W SYMMETRICAL RMATES & W/ ONE KV LOCKS OR W/ NO LOCKING ODS (VAUD FOR UtMNO.Q SHEET CONCRETE A GF3H2I INSTALLATIONS ROM FwDR/CMJNG Mow1111M (ral). . OR II wfl -) FLOOR ALL M3 NU TW6 L4 IN t-W 30 151-V 35 15'-2" I6'-1D" 40 14'-2" 15'-2' 45 13'-4' 14'-3" 50 12'-3' lY-1' 55 11.-1- 11"-11' 60 10'-2" 10'-11" 65 9'-5' 101-1' 75 1 8'-9" 1NttAlATION EQ�ND CONCRETE & WOOD MANSORY WALL A. B. C. D. E. M. N, 0, P, Q. MOUNTING F. K & L R, S. & V. FLOOR/CEIUNC MOUNTING g, H. I, 11, J T. U. W & X & M 0 MAXIMUM SHUTTER SPAN 'L+' OR "L- FOR INSTALLATIONS INTO WOOD SHALL BE .LIMITED TO 105 paf. A.S.D. DESIGN PRESSURE RATING. 'I' HV CORNER CENTERMATE 83 MAY BE .USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION 82 NOTE 65. SHEET 5. ttEXCEPT THAT IdAXIMUM SHUTTER SPAN 'L+' OR L-' AND MAXIMUM A.S.D. OESING PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE &M SHALL BE ULOTED AS FOLLOWS: 1- CONNECTIONS. TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE MOUNTING ®ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" T HV BLADE OW17 TMTEC0, INC. IL ECO �N�. TILUT TESTING & ENGINEERING COMPANY SM IL/L 38It. 54- St.. 305. MRCVS/ GAXW, FLORM 33 Ph-.: (M)871-1530 . I" : (305)671-1531 o-ma2; Wt4wOod,tpm WALTfR A TRUT h. P.E FLORiOA Lk. / 44167 AmS.S.A. AmeHcan Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 (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 70 DETERMINE MAXIMUM SPAN. FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING- GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN L+" FROM SCHEDULE GIVEN A NEGATIVE A-&Q. DES16N 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 A.S.D. DESIGN PRESSURE RATING: DETERMINE: L1+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, L2+= MAX. SPAR FOR FLOOR%CEIUNC MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.U. DESIGN PRESSURE RATING DETERMINE: LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOR FLOOR/CELUNG MOUNTING INSTALLATIONS. - FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN L7+', %2+% L1- AND 17-' (4) CO TO ANCHOR. SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING, 02011 EASTERh METAL SUPPLY, IN; B THA VTIA Accordion Shutter Si FLV, RAM #1 W/ OR W/0 KV. WINDOIVr I DRAWLING No -7 I ® WALL WEAM MOUNTING Y0' ®m®mEQl0000 0®a m®mADAO©m��E70000�®mQdOQOmmm000C0iC "KElmn�R7m1A ®mOn�pOm®mp.....Kum0 mmm[7�7E70©wmmn[70eap pp mE>•ElDaam@mOpO[7C ""EXaOmay mmmOO©aC KA0C Pmm0 �mmQOmaO mm000Qpm®m[7 OQ©mmmim ... 17®m@[7UanO0mmQCfrfIIOC mmmoomvommmo�amom®M""" mmmonmavmmm��oE.mammmEaoor�nmmmEannna mmmnnoaom@mo.;.oaommmonmt©nmmmEa®anes�immo;mnao mmmavr�an mmmnnnQo 0mQ/[�IVw"m ml63mdOOaO m@mQE3lmaa mmmmon000 mmmraronnm mmmEsoOt�a "mmQ9mQanam®mmmmmm a1mmly®aav ®mQ®ppa= mmmoumao ��ppmommoa= la XEc11Qn ' mmm000pa [n®MEMME 1U"Mm1•wM==miEimOOQa®[L7mmOt7i70ammm[?7aaC>tam®mf7[E]paG mmmA®TrciaO mmm0EEl10aQ mmmKRES MEN MIRA mmmWE" mmmEX...p m®mnnnao CAKEEIKEAKE"KA mmnn�mMma RAMmmmE70anammm[70F�aC �a mmmpaaleil0 mmE/a0aaa MR ®®mavoeommmm®Mdoo Q7mmL3]DaaC mmi�EEiCam= us KIM= Mgo ' m�mf m mmmQaaanm®mE7©aaOmmmd®aaamim�]Riaanl mmlt>•aa0m[fEmE7FF�aammmm0E7apammmaoan�Immm"MEXao maaam@mAmOpom@m5:31 mmmmmQpaaaa®[�7[3iDaaaC mmm0i7aaa mmmrltr�aalol mmmOElaaL7 MUMS ]Qaa= mmmQQQaa mfY�mE7©aanm@mE7©vaOmMMWX"naaEO[ mmf�E7®aaORl�imOmaaammmOC>•aa0mm©aaaaa�immml©ppo mmmoaai�n m@E7©©aaaa mmmnnaao mmmi7E�aao mm[I]t7Elaaa m@©aaanammElMR mREiQopann mmaaaaaa 1a100ana [IID�ipEEiaCfap Q7mmMUMEMS ADaaadO MOM �mm®v000aai�mmmvovvo��momca mmm©oaiovoo�mmpapdvoo BAER mmmaaaa®mmmaaap®mmmaaaaa m®® anm@maaaaommmaaaa0mamm m®RaaaaOam@maal�ppE�3Ea•aaaana�]i7®aCfaam �ima0aaaammEiaaaa0 MUBHUMMipaam MM MRINUMMMMMIM mm©aaaanmmmaaa 11 aam�0o0�o0mmo0vaaA aaam@oaaiiaa0Li�1aa0AaaEmus==iiaa0 ommmapaap�jmoaaaaammma iD0ooCam mmmm aao MM0 m®laaaaaiim®aa ' mmaaaaaaa 0maoaaaommaaaaalolmmac�aaaol]F�a1raCEanaRoapapap mmaamaap mmappaao mmassaaa @aoraaap ' mKENXX mmaaaaa iaOUNKEN mfYlaaaCtApOm®aapQap[7AaaaapppE7a0paaa an MMM 7aaadliLE]paaaanalIDmaaCiaaO mmaoaaac�ii mmaapaaommaapolopmE7aaaaaCfmmdaaaaa m©a0aa0ommalOCiaaammoaiiaL7aiLldaaaaa�mmaaapao 0ijd7aaaaalOmmaaaaaOmmal<•iaaaOli>taaaan i�itaaada0 maa maa�Oiaaaramaaaaaaomoaoi4Qa�mm�i�i�aaamaaaaaao Lou pp aaaar�oaocaaao aaaaaanmaaaaaaamopaoap aoaara ac>.o apoaoaa maaaaaanmatae�aaaomae�aaaanmaaaaapermaaaaaaa maaaInM11OmOaaaappmiiaaaiiapppaaapppp0aaR maaaa asaoaoaaomaaaoa0omaaaoaaaa�aapaaao�Aaaaaaao madOaaaEimOatyaaapmaaPia�T.L42!�3aiiaaaa an 0aiiaaaaa maaaaaaamaaaaGfaamaaa0aad maapp0aa oars �• t uuu[r7M Omso®m] WAMEN© OnEuO0 oo®oo E£9QCE7m= WIM"Mm ""K11Ll93 "E7000 MED"MG MMMMM ���m0 KAmXm 4mpolo nodmo vQdoo �:UKipp0 MEN=== OOOE�R� DtiQam' ©Qaod MEN== vomdo v®aaoo MMMMM Ex Room G UM= raME=== ©eaoae Aappgno�l Nan v0000 �ooe�o �a000 see�� TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ALL POINTS SOUD-SET BLUE TAP TAPPER+ s SEE ANCHOR SPECIFICATIONS ON SHEET 13 ♦SEE UMRAT�ONS OF USE FOR BLAOE I�A ON wig HV BLADE OR M HV BLADE W/ C1A�i HV WINDOW BLADE WORKING IN UNISON — "wTU Accordion Shutter System HV. BLADE #1 W/ CR W/O H.V. WINDOW BADE American Shutter Systems Icv. Associaflon, Inc ' I MOUP110a OLD 15-085 wTE L/x71 / osUxH sn LM OATE! 07/27/17 4268 Westroods Driv 3 West Palm Beach, FL 33407 DRAWING No 17-107 s e�r� YGUNRHOSS E. 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ANCHORS TO SUBSM7E SHALL BE AS FOLLOWS: OSTI W TO DNG POURED CONCRETE. (Min Ye - 3 kw) ANCHORS. SPACING Lcr_s_un- - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY LT.W_ BUILDER. (Min. re - I/4'O ,x 3/4' ALL POINTS SOUD-SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW. BOLT &'SPECIALTY TAPCON OR COMPANY. (Min. rc . 3 Ici) - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS OGTECT, INC. (Min. Cc . 2 k.0 TAPCOREADF RMWITTECHADVANNOLOGY TECHNOLOGY COM � OR ANY OTHER APPROVED 4 AS MANUFACTURED UCENSEO OR AUTHORIZED VENDOR REGSTERED WITH THE AMERICAN POINTS SHUTTER ASSD�CiATIORn, ALL FONTS ALL PaNis SOUR -SET SYSTEMS INC, (WA. Fc . 3 kSi) BLUE TAP W/ CAP NOTES: TAPPER+ Al) 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 1/4'0 x 3/4' ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE RD EMBEDMENT 4 siE A1oNs trs[ roA BUDC G+ SUQT 16 INTO STUCCO SHALL BE PERMTTTEIX 1/4.0-20 S.S. MACH WE SCREW USED SHALL BE 1 1/2' LONG MINIMUM 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. ON NOTES At) &, A2) ABOVE. FOR INSTALATIONSL ON VINYL SIDING OR En WITH OR WRHOUr METAL STUDS CONSULT THIS ENGNEFR FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. . (6) To EXISTING CONCRETE BLOCK; (AStM C-BD) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUIL)EX. - 1/4'0 x 3/4' ILL POINTS SPUD -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 DI. INC. REOT - I/410 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENE RS. INC.. AND DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTYCOMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORREO VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC. NOTES. B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+. ANCHORS IS 1 1/4- AND TAPCON WITH ADVANCED THREADFCRM TECHNOLOGY ANCHORS IS 1'. 8.2) MINIMUM EMBEDMENT OF 1/4b x 3/4' ALL POINTS SOUR -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. I/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM 'SHOULD STUCCO DOS% AND 1- MINIMUM FOR- WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISRNO WALL OR Float. AL FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES ANCHORAGE SHALL AS ON NOTES ELI) & 0.2) ABOVE. FOR INSTALLATIONS ON VINri SIDING OR DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR WSTALLATOM INTO EUS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER fM ccr mucrunr a � ..,�. L tT�1 , ► • • L 1 • L • i l EDGE DISTANCE VERSUS SPACING SCHEDUL UTA)aMUM ANCHOR SPACINGS ARE VALID FOR EDGE DSTANCES 0106CATED BELOW. FOR E. 0. LESS THAN THE INDICATED, REDUCE ANCHOR SPRANG BY MULTIPLnuc SPACING SHOWN ON SCHEDULE BY HE FOLLOWING FOLLOWING FACTORS. -REDUCED SPACING OBTAINED USING FACTOR SHALL NOT LESS THAN UINIAIUY SPACUNG INtCGT-e0 FOR EACH ANCHOR TYPE. FACTOR ACTUAL EDGE TAPCON TAPCON WITH ADVANCED THREADFORM ALL POINT SOUD SET BLUE TAP W/ CAP TAPPER + � TECHNOLOGY MIN. SPACING E.D.E,p, MIN. SPACING . 3' MIN. SPACING a 3' MIN. SPACING . 3 1/2' WN. SPACING . 3' 3.3/4' 4' POURED CONCRETE & CONCRETE B3L6p( R7tfifD C0�37E LONDiIi 90IX POURED CONCRETE & PoUIffD CONCRETE & P0� COCRM OMEFUC a= Ra m.3 1j2' LOLL M.2 I/Y REE BLOCK ro V ��. MIL ETA.3 I/Y kUL M 1/2• 3' 1.0 090 1.0 0.78 1.0 0.84 1.0 2 1/2- 1 0.81 1.0 - 0:07 1.0 0,71 - - - 0.51 - 1 0.81- 1 C2017 TILTECO. INC. i7 P IL ECO �N�. TILLIT TESTING & ENGINEERING COMPANY 6M NK 34}A St. Ste. 305. VIRMNA GkQWM FLOFOU 33 `V� Pnone: (3053871-1530 . Fax : (365)871-1531 1V a -moat Wlecoo..I coni ,L EB-0006712 WALTER A T1LUT dr. P.E. %ATC FLORIDA LW- if 44167 A.S.S.A. 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To.: (305)871-1531 '" Ea- n�is C0" 4268 Westroads Drive West Polm Bench, FL 33407 --. .-1` YiALTER A n, 4-�P.E P.E. SEQL73iPrPo <1 E/DATE FLORIDA Lk- 1 44,67 02017 EASTERN METAL SUPPLY. INC. 1 &-ff7 ■ "84 will r TM Accordion Shutter System KV BLAIX #1 W/ M W/o H.V. WNM RAM !AWING No 17-10 . ' • • v, , "� , ^, vIMAX�_SHUTTER SPAN L+ OR Lul FOR INSTALLATIONS INTO WOOD WITH H• BLADE Di EoNL� S APPLICABLE WALL FINISH I 0. 1/4.O IIH AD A•S•D•��SIGN PRESSURE RATING FOR LL DESIGN P S U G S S 9 $ L;' ( TAPCOOAKI N vCN ADvaHCED INSTALLATION WITH BLADE 1 & A)dORKING 1N UNISON • THM READFORTECHNOLOGY ' 1/4 O TAPCON OR OW//1 12ED AREA �Ei1tATIOH I1 TAPCON WITH ADVANCED THRIAOFORM TECHNOLOGY EXFISTRIG WOOD HEADER. W/ 1 1/2• Min. PENETRATION OF THREADED AREA TO EXISTING (SEE SCHEDULE ON SHEET 15) I 3 WOOD HEADER. (SEE SCHEDULE ON SNEE7 IS) : ALL SEPARATION L �,,,� 1/4'0-20.3/4• SS. MACHINE I TO GLASS SEE 1 OR CA i I IIR 1 \ // Sr 'LJ , B SCREWS W/ 1/4'-20 NUTS I'— l EEtON SHOET a 12' D.C. / tL 1' Yin, .C. ( ON SKIT 19 FOR. - t EXISTING I BLADES ®k i 1 I r I GLASS-1 'I , I OR , E WALL IN, l FINISHI I �� I I �I�-0PDONAL ny�' 2.M. WOOD I 1 vG PAIN HEADER REQUIRED OR @0 �1SNOOD. EXISTING GLASS I MIL SEPARATION I , HEADER REQUIRED N I y ':; 1%4'0 TAPCON OR TAPCON WITH ADVANCED GLASS --I TO ��` (� I ! I ( 1 ` ,j.��—THREADFORM TECHNOLOGY W/ y I/2' 1� 6CIt�UIE a'' SNKET � I FOR BLADE 0*1D— MIN. SEPARATION TO GLASS I I I Mtn. PENETRATION OF THREADED AREA TO I lON SKEET 19 FOR E GSfING (SEE SCHEDULE ON SHEET 11) % I EXISTING WOOD HEADER. t aAOEs ® LASsy I (4 y �. (SEE SCHEDULE ON SHEET 15) 214" CONT. SILL O PLATE REO'D. OHV DUAL ucencR INSTALLATION ATLn1� O OM HV WALL HEADER INSTALLATION 1 I }TION EXISTING1 ' GLASS--, NW SEPARATION TO GLASS 1 I LAN. SEPARATION TO GLASS MIN. 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W/ 1/2" Mim PENETRATION OF 2-MOUNTING SECTIONS CAN BE I/2• MIN. COX PLYWOOD REO'D. REO'D. PLYWOOD TO BE WALL FI THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO rLG MIN. 2'.4" STUDS o 16' O.C. MAIL. REO'D. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET IS) SUIT ANY INSTALLATION. ®HV WALL SILL INSTA I ATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH zs_ WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ©HV WALL SILL ® HV WALL SILT INSTAATINSAAI F.B.C. Inu SEE Lu�A ON SHEET UE OF BLADE11 { FLORIDA BUILDING CODE Non High Velocity Hurricane Zone A44111 P�,\�R T![/�' o2on mTEco. INC. 02017 EASTERN METAL. SUPPLY, INC. A Ns;. BERTHA H ,TM M��EcO,N(:.71A■ S■S■A■ Accordion Shutter System Kv. BADE �, w/ GR w/o Kv Vat�oo/I BIAIDE TILLIT TESTING & ENGINEERING COMPANY American SIIUIteF Syefema . N DESK R PI1oN DATE 11r, tlRADATE: WrJ L.c * L GM N.W. ]a:A. SL SU. MS. NRQM aq pE nOFMA 331 Ae90C10}IOn. Inc. + OLD 15-oB5 7/27/t y, L.Q 17 1i Fnone : (305)871-15D0 . 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THIS INSTALLATION IS ONLY VAUD FOR 11000 W/ MIN, SPECIF GRAVITY OF 0.50 AS DOUGL nR OR SOUTHERN PINE No, TO G4AS4 (SEE SCHEOL ION SHEET 1 I I EXISTING II 1 DECK IF — EDGE OF OEC APPLICABLE LAP�GONI 'PLICA6LE1/4-0 TAPCON OR WITH ADVANCED YIN. THREADFORM TECHNOLOGY W/ 1 1/2- Min. 2' MIN. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) Q HV WALK —OVER INSTALLATION FLORIDA BUILDING CODE Non High Velocity Hurricane Zon 02017 EASTERN METAL SUPPLY, INC. A A on S HVTM Accordion Shutter System FLV. BLADE 1 W/ CR W/0 FW. WINDDN BADE AmeHcan ShuRar Systems Ik oacRwnoN oAn ORAwn 11r; LC i1980CI0tt0DA Inc, 1 OLD 15-085 7/27/1 GATE: 07/27/17 4268 Westroods Orive 2 West Palm Beach, FL 33407 s DRAWING No 17-107 (AS APRKAM w Is DaSTJ40 CLASS- -o.ao•o�a•z�- a�• is-s�• ca-o• �. END CONNECTION DETAIL END INSTALLATIONS n HV BLADE OR a WINDOW BLADE INTO 2"x4" MIN WOOD STUDS r x• lm Woo _ .IOL � .�LAWCs�AiEt a! V1 to o.o. S 016 dc, 5� OLTAt i. 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(E) C TES SHALL ALWAYS BE INSTALLED ADJACENT 70 A SOLID W BLAB: CVMATES 191HER 519E OF THEM. (H) POLYCARBO IXE W WINDOW t�} SHALL. BE INSTALLED SO TtfAT T1185 FACE THE INTMOR OF THE .OPENING BEING PROTECTED. HV WWDOW 4�1 MUST A ONLY OWALLED AND LOCKED USING A W SETTING TOOL PRONGED U AS E Inc, 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS WTO WOOD FRAME BUILDINGS ON SHEET 15. AS LIMITED BY SPAN AND DESICN LOAD (SEE NOTES 1 & 2 ABOVE. 7. SEE ANCHOR SPACING SCHEDULE FOR INSrAUAYXM INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED 8Y SPAN AND DESIGN LOW (SEE NOTES 1 & 2 AHOYE). B. MINIMUM SEPARATION TO GLASS SCHEDULE, PER AS1M E-1996: WIND ZONE MINIMUM SEPARATION TO GLASS 1 THRU J 1- 6.45- A.SmS.A. American Shutter Systems Association, Inc. 4266 Westroods Drive West Palm Beach. FL 33407 02017 EASTERN Accordion FLV• BLADE #1 W/ OR 1 ,ity Hurricane Zonl ill SUPPLY, INC.. A NYTm stutter System H.V. W!(DOW BLADE 'AWING No 17--107 6 i f 1/2x..0.D35• THtpt i- ! in. VARIES Mln. ASY4 A-653-GRACE IO 1Cn. 0-60 GILLV. STEEL J 2" Mos. METAL STUDS AT 16" O.C. •- y! W 1 6 1/4's O.OW THICK Mir. l �411c MLV. STEEL TRACK CHM'ND- o -SW GRADE 40 1ro. G-60 I d30 6" O.C. a 61 D.0 LED FASTENED TO STUDS tJ6 11//2T'- TEX SCREWS FA ON i EXISTING FINISH AS APPUCABLE !j EXISTING MIN. SEPARATION GLASS-i TO GLASS (SEE SCHEDULE) THICK w1n. h EXTERIOR FACE 1 `O 6" O.C. I , INSTALLATIONS W In HV BLADE & HV CENTERMATES 4f INTO METAL STUD WALLS * a * GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA t i� HV BLADE ACCORDION SHI ]nR- SYSTEM INSTALLATION TO MAL TUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 2- MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: 0 ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL'LAYOUT. USE O (2) 35 (6' LONG. MINIMUM) MUST ALWAYS BE INCLUDED AT ­EXTERIOR OR INTERIOR ACCESS SIDE OF CENLERMATE.. �� w 1 T , .• 1 Y' lu 38 CLPJJL SLACK DETAIL HVF IS ALSO VALID FOR r / f- 21 CENTERMATE APPUCATION WITH B10 LADE 6"s 1 1/2'x 0.035" THICK W 1 7 ;::.Vp}G�'} �• 43b Min. ASTM A-653 GRADE 40L6f8X 0 6" O.C. Ytl1' `STU S AT �0. ';" I MS WALL. HEADER/SILL INSTALLATION METAL STUDS AT I6' O.C. n. �1 r« � ,;;i,.••• VOA _. _ .- _ _ _ & _ - _ - ZEXIST NG SYMMETRYCAL 43a'43b,`43c ;. a: I = CENTERMATES W/ -1 2.000' Mox.I- p083' o L 0 oa 3® 1/4"� NOMINA ALUMINUM S EV 6063-TS ALLOY SEPARATION TOG ASS SCHEDULE 0 3:000• WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1 4 4- E1aSTINo FINISH AS APPLICABLE (TIP. TOP & BOTTOM) SYMMETRYCAL ' YCENTERMATES r • I.rINTERIOR ACCESS IN I ... 3z (6" Min.)' I I q3z�3 T/<' (TYP•)--.7 (6" Min.) I". 24' (Cont.) 6 1/2' .(T7P•) 7" �71-1 t1YABY13 BLADE SLACK DETAIL HVE HVS A i all r,P ok /�� _ 02017 TILTECO. INC. I L E C O l INf:. 1 l/�1iI TILUT TESTING & ENGINEERING COMPANY BSSS M.N. 36N. SL. St.. SOS, W0.4:244 WADOS, FI.CRDA 33 . •�t. 111\ Phone : (300871-1s3D Fos : (305)871-1531 —0. t1teco4hol— . . ORIOGG�aa�\ ,+`l1 WALTER TwT1 ir. P.E. P.E. SERL �Ait7Rt fDATF FLORIDA, tk 111 44167 MIN. SEPARATION VARIES II TO GLASS Y I 1 (SEE SCHEDULE) )J=. I 1/2" MAX. SLACK A.S.S.A. American Shutter Systems Association, Inc. 4268 Westrcods Drive West Palm Beach, FL 33407 C. 43e LENGTH + 1' {- 1/4�Y3" BOLT MUST PENETRATE 3c 1" 1/4"a-20 THREADS 43 1/e ELCO CONSMUCTlnu PRODUCTS FAB- OK HD COMPONENTS SCALE; 3/8"- 1' 14 x 9.035' THICK Min. STEEL TRACK CHANNEL. GRADE 40 Mm. G-60 AsrENEO TD stvos 12' TEK SCREWS ON XTERIOR FACE HV HEADER/Slll ENDS VIEW SIDE CONNECTION TO TRACK er ZUT / FASTLRN METAL SUPPLY. INC. ERTHA HVT, Accordion Shutter System H.V. BLADE #1 W/ OR W/o H.V. WINDOW aADE Y. No DlSCAfPnOil DATE DRAWN BY: L.C_ , OLD 15-on 7/z7/1 DATE: o7/27/17 y DRAWING No 17-107