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HomeMy WebLinkAboutPRODUCT APPROVALs 1/4/2018 Florida Building Code Online dFI rids sr. ' . pir &k.�#{ BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 8 Facts Publications FBC Stall BCIS Site Map Links I Search �^I�:E: Product Approval nf u. O USER: Public User Product Approval Menu > Product or Application Search > Application List 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 Search Results - Applications FL# Tvoe 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 DERR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commisslon if necessary. Contact Us :: 2601 Blair Stone Read, Tallahassee FL 32399 Phone: BSO-487-1824 The State of Florida Is an AA/EC-0 employer. Copyright 2007-2013 State of Florida.:: Pdvacv Statement :: Accessibllity Statement :: Refund Statement Under Honda law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. 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 emalis provided may be used for official communication with the licensee. However emall 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: ® E E Credit Card Safe MAR 0 2 2018 Lucie Cow https://foridabuilding.org/pr/pr_app_Ist.aspx 1/1 GENERAL NOTES: I. BERTHA H.Y. ACCORDION SHUTTER SYSTEM SHOWN ON BITS PRODUCT EVALWRON DOCUMENT (P.LO.) HE9 BEEN VEWF�D MIMING CODER COMPLIANCE IN ICCORONtlCE WDN THE 3017 (6N MITI OF WE FLORIDA I� ACCORDION SHUTIER. SYSTEM SHALL NOT BeBE w. AlED AT WGH WL HUWICANE 20NES DESIGN WIND LARDS SMALL BE DETERMINED AS PER SECTION 1620 OF THE MOVE MENTIONED CODE FOR A BASIC WIND SPEED REQUIRED BY WE URGEOWEB, NNERE STUTTER, WILL TABLE OF CONTENTS BE BBTA Im Torl A D0gCT10}W1IY FACTOR K6-D.65• USING ASCE 7-iD AND SHALL TIM IX® TH CE MA)MUM (AS.D.) DESIGN PRESSURE P.VLYGS INDICATED ON SHEETS 11 WM 15, 19 & 20. IN ORDER TO NLPFY WE ABOVE CONDITION, URNATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHVL BE FIRST REDUCED TO &S.D. DESIGN NAND LOADS I AREA 1: NV BLADES (D & BY MU1.TIPLNNG MEIN BY 0.6 IN ORDERTO COMPARE 11USE W/ MAX. (ASD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20, I IN OILER TO'EITY MAT COMMNENS AND ANCNOR.S ON THIS P.ED, AS TESTED. WORE NOT OITA STRESSED, A W S INCREASE IN ALM UBIE STRESS FOR M,,, LILACS WAS NOE USED W MEW GENC.J NOTES SHEET 1 ANALYSTS MOVITVBL A VITRO DURATION FACTOR Co-I.SD WAS USED FOR VOnrcMNTN OF FASTENERS W WOODE11'COMPONENTS 1-20 SNEkT 2 BERTHA H.V. ILCOROION CLATTER SYTEI ADEQUACY FOR NtND AND WAGE MI IMPACT MAGI HM SEEN VERIRED IN KYORDWCE NUB SECTION 1M9.1,3 OF ME ASOIE MENTIONED CODE A$ PER SYSTEM COMPONENTS 21-37 SHEET 3 AR REPag15: TYPICAL ,SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL�4ANOOW BLADE & WINDOW DETAIL -RV BUDS 0 E0715.Ot-0. 1-05. -05. 0017.02-06. /0609.01-10 AND f0210.01-n AS PER TAS-201• tAS-202 STANDARDS AND TAS-203 PROIOCOI$ ANO ASTIR E-1886 ASEA Ery g &SIP n NO FiV WNOOW B A11F (tA OAS No ZONES 2 & 3) MO E-1996 STANOAg05 (YSSRE LEVEL D, WIND 30NE5 1, 2 @ ]) @ /122D.01-10 AS PER TAB 201. 703 & 203 PROTOCOLS WAGE MISSILE PP 1 A (WEAR Ei -HV NtNDOW BLADE 0 1OW5.01-0 AS PER MN E-1856 AND E-1996 (MALE LEVEL D. WDID ZONES 1, 2. 3) BASIC PROTECTION ONLY AND / OA29.01-BB AS PER TM 203 PROTOCOL TYPICAL SHINIER ELEVATION & N016 ON .' lOCNS SHEET 5 2. W RUDE IJ AND HY'MNDOW BLADE 0 ME ENCwEEREp TO WORK IN OWN ITW EACN OTHER DINNER WE GENERA. IPWTAMONS AND CONMIONS OF USE WO.GIED ON SHEET 19 INSTALLATION DVWLS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILSG-M, CONEREFE/BLOCK SHEET 7 3, BERIMA H.Y. ACCORMON PINS (NV SCREMS). USED AT GLADES 'INUC'e-E MD FOR DIRECT MOUNT CONNECTION TO TRAC16 SHALL BE #14.2.75• AND /14.1.75• RESPECI&41Y. 410-K M114MUN SERIES CENTERNAIE DETAILS W SHEEP B SMRa EBB STEEL ROOM "I 135.0 WYIELD STRIENGIN AND ISO kM TEfSUE SBENCB. FUNS SMALL BE COMER WNH BERIM WOACROSMBID COATING SYSBM AS DANUFACTIIRED BY MPROhO CERIERWTE ALTERNATING DETAILS W SHEET 9 WARNG APPLICATORS' REGISTERED WITH BN AVOW 9NRER SYSTEMS ASSOCIATION. FINE MUST BEAN WE W MARIDDG ON MDR HUD. 4. All ALUWNUM C%IfiSIONS SHNl BE ALUII9:MM A55WGj1ON ALLOY MO TEMPER M INOGIED ON SNEER 2 AND 1 YwWUM WEl-0 $TITENGIII FOR 6O6,T-T6 ,yLOY IS 3pp ky AqO M7 W FOR END CONNCCN $ 1-6, CONCRETE/BLOCI! SHEET 10 6W5-TS AlOY. T BLES MAYIMUN.ISPM TABLES SHEET I1 5. ALL SCRENS TO BE STAINLESS STEEL AIµ OR 316 MS SERIES OR CORROSION RESISTANT COALED CARBON SIEEI AS PER ON 50016 YAW 50 WT MIN. WELD STRENGTH AND 90 k MIN. TENSILE STRFNORL MCNOR SCHEDULE- CONCRETE .& BLOCK SHEET 12 MO SlWL COMPLY W/ RORgA BUILDING WOE SEC110N 2411.]3.4. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET is � 6. BOLTS i0 0E ASIM A-]0) GALVAN¢ED STEEL, OR AI9 ]04 OR 316 SF)eE5 STAIRFS$ SIEL WITH 35 EM YIINIWY YIELDSBFIWTH. ANCHOR SCHEpUIE- CONCRETE & BLOCK SHEET 14ANCHORBCHEDUIE- MOD SHIEST IS 7. SEE WE FOLLOWING SHEETS MR ANCHOR SPECIFlCARONS:W BUOE (' : 12.13.14.15 AND 20 II.. INSTALLATON DETAILS M-R, WOOD SHEET 16 W BLADE (2) & 0 WONMND w UN150N: it, 13 & IS INSTALLATION DETMS S-X, WOOD SHEET 17 D MIS DERMA N.V. ACCORDION SHUTTER SYSTEM BEARS A US PATENT /6'379.STE COMPONENS OF DOS MPRVIAL ME COVERED. IN NHORE OR M PANT BY U.S PATENT /8459.179 SSUFD TO CASIERN END CONNECTION DETAILS 7-12 & X. WOOD SHEEP IB METAL SUPPLY, INC. 9. AF S !. BE THE RESPONSRTNIY OF THE CONTRACTOR M YEMI ME SO UME55 OF THE STRUCTURE TIME SH✓TTER S TO BE ATTACKED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SE.l EG 1 AREA 3: W WINDOW AlAnE 6k ONLY ALL SNUnFR COMPOROfF EWES NRICH REMAIN. WRU FASTENING IN COKWUOUS WNTACT DI WE BURNING TO FRE WIND/RUN INTRUSION. A R OL TYPICAL SNORER ELEVATION SHEEP 19 All. 10. FACT UNIT MUST BEM PEIN A VISIBLE NICE WRH WARNING NOTE: WRING PERIODS OF MURWEANE WARNINGS HONE.ONNER, IENMI, OR OTHERS, MUST PROPERLY =BE ALL W AND, M CENIER1lAlE$ AND ENGAGE OR LOCK ALL. W AND, 1N LOCKS. I AREA 4: F{V WINDOW BLADE n ON Y 11. FUkCED OR EVERY LABEL Stall BE LOCATEOUPLY ON A READILY VVUEUI00.91 LOCATION ORKCBIOION SM E w ACCOMDNRCE DORM SECWN 1M9.S.3 OF FLORIDA 9URDNG CODE DUE LABEL SMALL BE WBRAUAlION DETMS, METAL Ene WALLS SHEET 20 PLACED !W E1RAY OPENwC, LABELING TO COMPLY WAFH SECWN 1)09.93 OF MC FLOPoG BUILDING WOE 1 ., 12. BERWA M.V. MCOROION SHUTTER SYSTEMS WSIPIUBON 5W COMPLY YAW SPECS INDICATED IN THIS CRANING PINS ANY BUILDING MO ZONING REGULATION PROADED BY WE JUPSOICIION WERE:PERMN 16 MPUED To. 13. (a) TADS KEG, PREPAREB BY WO ENGWEEN 3 GENERIC AND DOES TIM PNOWDE INFORMATION MR A SITE SPECIFIC PROJECT Le. WHERE ME BILE COHORONS DEVNIE FROM WE P.EO. I (6) CONTRACTOR TO BE RESfVNSMIE FOR WE SELECTION, PURCHASE MIT INSIAlUTION IRCLVOwo LIFE SAFETY OF WIs ON YPRODUCT. BASED ON MS PEN., PROYSTD ,F/SNE GOES NOT BODGE FROM WE CONDTHIS DRAWING SHALL ONLY BE USED TO WONS DETMED MS DOCUMENT. CONSTRUCTION SAFETY AT SINE IS ME CONTRACTORS REEMNEGMY. (P) Mrs P.E.D. WRLL BE CONSIDERED INVALID IF ALTERED BY ANY USANE OBTAIN PERMITS IN THE STATE OF FLORIDA (4) SIRE SPECIFIC PROJECTS STW.L BE PREPARED BY A FLORIDA REGISTERED 04VNEM OR ANI WINCH NULL BECOME WE ENGINEER OF RECORD (EOR) FOR WE PROTECT AND WNO N91 BE I' RESPONSI9IE FOR ME PROPER USE OF ME KIM. ENGINEER OF RECORD. ACING AS A DELEGATED ENGINEER TO YNE PLO' EIGWIEA SHALL SUBNR TO REVIEW. THIS LATTER WE SAFE SPECIFIC ORAWM,5 FOR I (e) ORIGINAL P.EO. SHALL BUR WE DATE AND ORIGINAL. SEAL MD SIGNATURE OF WE PROFESVONLL ENGINEER OF RECORD RAT PREPARED 9. I II' \" •.......,�Y� $ =17 TMMC0, OIC 02017 EAiERN vETAL SUPPLY, wE p'SQr'.GENgF:�9+s B RTH VT, IL EC O,n A■S.S.A. Accordion Shutter System it RY. HARE >/1 W/ CR W/O KV. WADI MADE O/A 6� Q Amerfean ShuHer Tema D xRnn DArt aR NN W: Lc F' N TILLR TESTING & ENGINEERING COMPANY A390NOBOn. Inc.S1 W § 61s3 ... rzm M. V...wT. W.ewn FJABCNL FtMrtA .1e OLD 15-p /n/t, aIT o7/z)/17 A PI,- : (30)371-ux . ro. , (TOTIR.-1531 4268 West,QS Drive 2 DRAYNND No flpy...•R••'��fas\a1d1 �-^'^a_aoo�,e to<w^ West POIm Bcach, FL 37407 6 - -- `-V�IO�R� WaRR A D 1, PE 4 17-107 D r 2be..tc.cuAy',or In.m FMNIK Uu 1 4.167 Ot HV SOLID BLAnc COVERED UNDER US PATENT # 5458179 OF USE OF BIADE.WON SHEET 19 ©HV ADJ. FLOOR TRACK OUALIFIED FOR USE W/ HV �r _ 093• F- 9 H ADE 0 FlED FOR USE 9P/ HV IS FOR VBlAOE 7 ONLY, SEE SECRO ALID 6063-T6 ALLOY AND TEMPER MV z MN Y µ•( t 1' .C62' 1j6 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE (Q �6. 9 4 365' (D;HV UNIVERSAL F OAT R QUALIFIED FOR USE W/ W BLADEQ 6005-75 ALLOY AND TEMPER HV HEADER/SILL OUAUFIE 6063-TO ALEO� AND TEMPER i�ONL I ALUMINUM ANGLES QUALIFIED FO$$ USE W/ RV BLADE V ONLY. 6063-T6 ALLOY AND TEIAPFR OEfY DIRECT MOUNT OUAUFIEO FOR U;E W NV BLADE I �6063-T6 ALLOY TEMPER, (8)HV WALK —OVER TRACK QUALIFIED FOR UtE VI/ HV 6063-T6 ALLOY EAT TEMPER TI R I/e 1/0'0.192• EB* M192'M190• 10.190'0.139' i0.131' 99T' 6.2 S 12 920 CHV TRENCH TRACK,' OUAl1FIEO FOR ME USE VI/ HV BLADE.n ONLY. I! W/ HV TEMPER AND TEMPER HV RAINGUARD QUAUFlED FOR U(($5�))E VI/ W W63-TG 8 oDEA1E0 TEMPER, TI2T (�� =� e2on mrzcD, ae. ETAL ®zat> EASTERN usUPPLr, me. acerusF r9 i rt Eco1■Q. A S S A BER A VTM Accordion Shutter System y TILUT TESTING k ENGINEERING COMPANY ■ ■ ■ ■ American Shutter Systems KV. 9/DE �1 W/ OR W/0 HV. WINDOW BLADE LV. N m13-oB 9ATT mMAx ? - p° uTJ; OF i ,p': -- fs`••.QRIDp :'aAt, va N1e. 2ew sl. >a. 3W. Nsce. w¢ms. r1am1 L1 ITm.: poT)9a-law. Fm: ryn)e2t_t551 m�l91W06)ic .mm Inc. 268 Wei t PCI Beath, Drive West Polm Beach, t OLD IS-095 /27 t 9Y: Le. 012 W/D/V 2 DRAYIINC NO c iT3t :� s/Q •ee•'.'• pp,\ II1t lCtr. A,h'ICMATP worm A TAMr a, P,C. WORM Uc It .167 R 35407 A 17- t 07 • 11 HV CENTERMATE FOR USE v// H✓ BLADE 1�& 6063-T6 ALLOY AND TEMPER L �• Val �M1� PUJI �+ rRxJr nrv<„ox HV MALc "T" I 0 K 'NTE¢Q�ATE I� LOCKER FOR "T" LOCK CNTPRL/A) QLVkUl1EU FOR USE V// NV BADE `)ONLY OUAUFIED FOR USE W/ HV BLADE DONLY 6063-T6 ALLOY ANO TEMPER 6065-T6 ALLOY AND TEMPER OUAUFIEO FOR USE 19/ HV BLADE(& A 6063-76 ALLOY AND TEMPER ® LOCKING RODS OUAL.IFIEO FOR USE W/ HV GLADE 011� 6063-T6 ALLOY AND TEMPER 6063-T6 iC,� HD CENTERAIAT ' OUAUFIEO FOR USE V/ HV BWDE 1 & 1� 6063-T6 ALLOY AND /Y TEMPER I1�f2, .i LL/.•A (S7 HV 1 /4" 0-20 AISI 304 S RI THU6'B¢CEENS OVALIFlED FOR USE v!/ IN BLADE O oxo,> tarzc0, D¢ A " - �ANLED Itt0.lM0 C6iT 0t 1YMK pYu6 6 �ID PARfm f ' a fA[5$ TW! 6P.65 CrtMLft OPISa nWO� RI.RD) (DOOK MRft) HV LOCK ® HV EGRESS LOCK QUALIFIED FOR W/ HV pUN.1FIE0�rOR USE W/ NV I' ONLY. BIAD 00 ONLY. 230' O.o. S,A" Tic BU`D te- . 2 ' u0lDE0 SCAM � • I �]60" AFTEH RNLTWG BEFORE RK NG I1/4"9-20 x 3/4" S.S. THUMBSCREW 1/4"0-20 RIVNUT* Aa>n6s wu u�vnvM (2o2.-U AUoY) VAGE RANGE iHN L� SEE M1UyR.PR Iam, aMWVFK vb9 Mpp fNE6RY TEnocA wvsMPENr, »Ew JET66Y Rroa. oR D]MaL LOCK fB HV ALTERNATIVE LOCK WALIFlEO FOR USE OUAUIMU FOR USE 1V/ NV W/HV SLADEOI ONLY. BLADE )O ONLY. ITNDUBTUR CIVIOER OR A CYIMDER 0475- We 1 .125• Mu. In o N EOPURN NDER 0 OR YOR >6• MCq I$ HD LOCK BY REGENT HAROit'ARE MORTISE LOCKS SERE, 23M HOOK BOLT LOCK. OVAUFIEI7 FOR USE W/ HV BLADE( & CAA - 0 b 3.r 0 - i]G _ I L E C O ENp. A S.S.A.ccordion ■ ■ ° Shutter Systel N.V. RABE g1 W/ OR W/0 KY. WNDOW 6lODE TILUT TESTING & ENGINEERING COMPANY American ShRHer Systems , N DEs Me. • ! 6� AMM u". w 54 va aPl. nacvw G.ai6, qym. xn .: (ms)sn-1sm, F, CMMI_IN, A990CI0110n. IOC. 4268 Westroads Drive 15-085 mtt /2T/1 Dun» a< 1.c OME: 0T/D/1' a ,a63a ®Lsooiim �^ West Polr Beach. FL 33407 a DRAVRNG No MaL,p1 A ,LLM1 Je, pL 1 17-1 07 I a A SHUTTER ASSEMBLY SCHEDULE FOR HV HV Q1 HV BLADE 1 ® W BLADE to ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING d® HV NYLON HAT WASHER ® W WHEEL CARRIAGE A1SI 302-303 SERIES e.870"s3/16" THICK NYLON WHEEL. 0.188"e AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ 18 HEAD ® HV 2 3/4" ACCORDION PIN W/ ®8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV PIN D SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV ® BLADE. �p (2) HV PIN ® MAY BE USED IN UEU OF E) AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. (3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET YIHEEL CARRIAGE DETAIL nL. SjEMBLY LAYOUT moll mirAn, ce, � L�MC TILUT TESTING & ENGINEERING COMPANY W5 I(n. 1A 54 Sla ]OS Y.PL WLp.R RtlNL !] Rmm� : pm)enn Na , ro.: (5ps}en-1NI e-mmk LT,vaeaol.<pn ®-a1 4VU,1 rrIt a 4 P.T. "Ito, ROlk Lt6> 2 ""'RIOR L 625 BtAOE ,p625' , ._.' .16i 1'�['li �Lik�p323 1 1. m I iKP�YCARBONATE IIAPACT RESISTANT HW WINDOW GAYER MAKROLON 3103 POLYCARBONATE RESINS, UV —STABILIZED GRADE OR SABIC lip ep�u�pE 07,,V I INNOVATIVE PLASTIC LEXAN 103 RESIN �� `_� 1 'T (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR a sr4a� mmA� mvala aau: r ` v nn IpSbWd{. Nip mu a4w aAd aW Mt romA nm snmmm rsnl wN i..m ...L pAm Rax u tM Tp0 :iAm u..m RJ M1GI6A KVRK ' avea, esv oiN pp,Y !loaao x ].sAm RaL [ECt 17 rt�o me psul mew .rA • w a p.. Gfi 0i BV4e au0 pSn ro]5 0.l CG6 0.l 4 �r IXR=1 l mpA pp T pep T frA➢5�. µTl GIN 1R911 SIPG4ne GInL[.w ASYu ye Obi eat Wp R.A mmLc own eras.tinsua 11 ern esf ewe o-•L seep w1, A.S.S.A. HV ABBE` American Shutter Systems I. Association, Inc. 1 pa 4268 1Westmads Drive a West Palm Beach, FL 33407 �„ s .. a ew el l♦ TM :)n Shutter System OR W/O H.Y. WINDOW BADE AWING No 17-107 S R C 6 C'CYp M N 5 j ��m�la ��r�r�`r�ri r�>•ulrr+ar�ao�rrSEEK 6r��a 1. MANOImRY roNOR10N �1x ONE HY LOCKSHALL BE VS@ AT 1j2 Of SHUTTER SPAN FOR ANY SPAN OR 12'.ABOVE pR DE�TV 2 Of 5HUTSED SPAY FOR SPANS UP ip f05', ANO FOR INST TONS AT ANY ELEVATION. MAY 6E U5@ AS AN IMSIOE tlk OUi510E LOCH, AT(ACNED TO OR CEFIFERUA7E5 W/{2) 1j4'0-20 K 1/2LONG FLAT HEAD lOUIION OF LOCK SHALL BE As "DISHUTIER EUDATON. 1I 2. OPTOONAL COMMON A1: IF OESI R. FOR SECURRY PURPOSES, UP 10 M w LUCKS QS , q;t OR fF§ MAY BE USED AS AN ASIDE OR OUTSIDE LOCK. CONNECTIT) OF LOCKS TO CENFERMATES OR k� SHALL OE A5.IND II LOGi ION BE AS ACT ON TT11 5IMIIE ELEVATION. 3. .,yq .S I2 5 USED W/IWD HV. LDCK51• LOCKING RDOE 'ARE'' NOT REQUIRED AT URRICANE POSITION, BUT MAY �3NN gE US@ IF DEBIR@ R7 ENNPNCE SHUTTER PERFO MANGE TP'AMM, LOCKING RODS f(' OR M! ALTERNATIVE DEVICE ;M�MOUNTRRG LSO BE USED AT STACKING POSIRON�PURRI�CANE PoR 5'FD$PCEy SHALL BE US�BAT DORNE If, 10� ER OftEIN510E ANY•ONE HJ LUCKSTALATONB ATEp TO�CORNER CENTERMAIE W//(220 x;1/2' LONG MT HEAD SS. N.S. TWO LOCKING RO05 k BOTTOM SHALL (]E USED. IOCAROK SHALL B£ AS INDICATED ON TYPMAL SHUTTER ELEVATION. M SHIRiER SPAN SMALL BE OETERAIINR Si WUIE$ SHOWN ON SHEET 12. • ONE ALTERNATE FIV LOCK MAY BIN UEU OF IN LOCI( or NATIOFS AT ANY ELEVATION. AL RNATE MAYI BE USFD AS AN NSIOE OR 1/4'0'0-20xJ/1' 5.5. THUMBSCREW Tp �ENTER!wMA�TES SHALL BE MADE W/ 1/4'0-20K3/4' ALVM. AS SHOVM ON SEtt10N HVE, SHEET 8CK I51 BE USED At 1/2 OF SHUTTER SPAN OR TWD AT f/3 OF SNtRiER. SPAN. RY ro d110N 4 mR •^ - •- ONE HV LOCK or or SHALL BE USED At 1/2 OF SHUFUNt SPAN FOR ANY SPAN OR 12' ABOVE OR SELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO Be, AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCI{II��� or 0 e, @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHED TO @ of 0 SYMMETRICAL CENTERNATES W/ (2) 1/4'-20 .1/2' LONG FLAT HEAD S.S. S.a M.S. LOCATION OF LOCK. SHALL BE AS INDICATED ON 1YPICAfJ SHUTTER ELEVATION. USE OF LOOKING RODS 0 W/ 40 OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. 'NOTES OI OF CORNER 1. `_:1 ..�• - CENTERMATE $; ONE ALIT IN�AUANON A' Of LOCK 66 A ((1�0 •(Q�Sf t(J7• 3�a//••�� (Y,,^gy�m WHNUTO TD MAXIMUM ABPA 5/3ry1• V•�m �•�Jm�'�m'lS'•t'T TYPICAL M HV BLADE SHUTTER ELEVATION 7L0a5I 0 N.T.S. AS AN INSIDE 0 REINFORCEMENT MIDSPAN OR TV . 3/32' 1 OR 12' N1ATE5 (li OR's2 W/CU ;'ONE ALTERNATE HO LOOKQ MAYBE USED IN LOU OF TAN FNO INVt IIO S AT ANY IEIEWORON. ALTERNATE HD LOCK 8 MAY BE USED ATTACHMENT OF HD LOOK 41?4 @ IS W/ 3 pB A 3/S' F.N. S.S.M.4., AND INCLUDES OWN ON SECTIONS MR-" AND HDC-HVD, SHEET 10. LOCK MAY BE INSTALLED AT F OR Atewr UMIAK. USE OF LDCIDNG son 5C%- 3 COuPtkTELY OPTIONAL IBUILDING C On High Vetocity H,,,i.... Zen, LaY \N ..•••••••••.. •//' NSF`••. CMT71 nwE MC. 02017 EASTERN METAL SUPPLY, WC. ERT A Accordion Shatter System �` �� LLTLEEC_0- A■S■S■A■ o • i�F' American Shutter Systems Kv. aADE gT w/ aR w/o tv. vnrmoY HIDE IKSlalmwx DAfe I#MRx IS Lc. 700; F •: 1t* TILLI7 TESTING B ENGINEERING COMPANY axv TIN. wm. s.. sM. we. lmcc• wwo0w Association, Inc. T OLO 15-085 ryv 1 MIc 07/27/17 nma..m (30a)e71-fam . rA. ; (MR71-ISTI. 4266 WDstrocds Drive f.... '•, s �a LILL ' x D DRAWING No -mm: w.ceoeelrom 0-mall. West Polm Be'= FL 33407 ° =Lr/RIVAL 6�O;aj1 solo A J'.. PA. 9 17-1 O7 a m.— nORDA W: I 11,67 A i ......-.. y CCMGNZIE AMOIORS . 17 18 a"I'srovE (ssE laaTe00w sl¢T N ` /I (SEE SCHEDULE ON rv/ 1/i•-za .o (SEE SCNEISIIE ON SHEET q) _ ( - SHEET"13) MUrs a Iz• O.C. 3 UK -}• i/Z USING 1/1'-20 NUTS 19 0 12' O.C. /2T 3 w 75 _ II 13 w IS r OTIOML ff 4 ` i • OPt10Wl i ♦ i ENISTNG w vm IY Ni I 1' OR ® CPSTNG MW. swP IICY TO OV55 I GUSS-ti °��am IUV. SEPMr Ni To GVSS I 1 GLASS —r—(sEE xFmutP ON 9 m 11) r'(SEE SCNEDAf ON SNEEi IT) STeG�; OA HV W 7 LLA �HV WALL HEADER INSTALLATION B� BY —WALL HEADER INSTALLATION + KEYSTONE "W. SEPN ITW1 TO QASSdA ` 11 Wsa — I�N. OR 19♦ USEP.rON TO GI 1 EYISIwcJ (SEE SCHEnuu: ON 6MEET 11)--' 1 Iw v0:6)a•D _(SE[ 6CNEOUS ON SHmE It) ' w sm n rm !INryyAlt ; f nvm6et9 y [xISING l �� fOPiMtW. rr 1/4' uor. JLE E. a... 19 L E EQ 12 DRY°s/a• Ss. 'I vn m TO r PHRUPS IPu55 HEaD I .'/,` ,Nj �1/a"e-30PJ/! S.S. PNRUpS --' CONCRETE ANCHOR$ 1 M18 MafHINE SCPEWS USWG ,�-5 \ CONCRETE ANCMar6 TRUSS HERO NACNME SCREIVS I. 1/R•-?0 NUTS 0 T?' O.C. (SEE XNmUIE ON / / ?O NUi6 _ tY O.O. POURED CCWCPEIE '♦ (SEE SCHEOUa ON SHEET 13) j • Mtn. PWRm Co.oCR[T¢ SHEETI 3) w I a•_ CONCP6lE aLaOK OR CONCRETE SLOG. 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TRa(aa J]IE Association, I o(a 1s-oss T/?T/I wm oT/n iT tjl .•--�c••-E^ rl.�. :.(m�)a.. u , ra.:(.tm)m1-lasl 4268 Wiation, Inc.nc.04�1z s/ONALENGr''I mlew¢1o`� West Palm Beach, FL 33407 D DRAVANG No u.... e/UTA L PUR AA P.E a 17-1 07 or /crPnuTlor /nna MORGA1 1-1167 POUF CONCRM MINORS I 4Y �NtRat CONCRETE (SCE SGME u ON SHEET 13) ip yg 7 OR I ' REOU:Rm �.muue t9T:. EKlsnna p JJ )—i " 9¢L N iw GIl55---1 Y murnd 9 ~RQ DORiM1C OR CD yrt E%T � DR6mA� •b as � ravSOe�t B I-E Eo-� IEAHOE - I � 1 � - �' I �^ �! ✓ � Eoc�'npa � � —( j aosnaa 11 oR t3 d75 II I I) DOW.•M WA HEAn 6 TEK SCREWS O 12- o.C. r / �' '�'/ /l ! w•. coxcm7E nrvaoas 8 4+,,,: " EDGE of 06 - G�— (SfE 5b®UEE ON SHEEC 13) i, E -U ;' ^ ,' -SLM LE CnSRNG r / j';. 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O.C. 1'/e 7EK SC@EA5 O 9" OC. _ F- _ OR 1/4 0 20 5S. MS. CONCRETE p POR5 bb _ ..©a Q] J/ [1{e3/{ S.DS _ l i 1/{ Y^/' 1 .Y-JUJ/.a II K W/ NUT O 9" O.0 (SEE SCNE➢UlE ON B �2 / O 9' 0. C. �1/1 _ ' I' %'rf' 'O�jY OC " I MEET I{ r�F i 17 w i B 1/2' 14, I Y I vmvc nnu smucvua EDGE OF ✓ T y 17 IB 1. • 2.00 MM. <Nl 1wK (MCOPIU2 7 �. t 7/e'-Lt 7/8' ' ` PUCU EE `i \— I_, \. fl;1' fx S.DS. WN. . E.O. su) f L--�--ED. CtfNCRER MGroRS SEC NOTE t!(e) 4 O 9' O.F aroCwvmC f r r POURED 001C (SEE SC W= ON ON SHf1 1 SEE n F 1Xe) OR CORMCIE K S'FM 1Q POURED CONLREIE IXi SHEET 1 ) REOUNm OR COLKREM DLOCK - • • • a�§RA L00 AL 0 O Rmuarco © KEYSTONE MOUNTING INSTA I ATION L HV WALL WALK -OVER INSTA LATInuU RD INSTALLATION t t tars IxsrMJA71D.Y sxvE eE II • E O. •EDGE IXSIANCE REuOYA&E 1:HER PFRfORUED _ 1- SCC SHEET +FOR TMF 511URER (SEC SP[C61G110N5 ON SHEL7 IJ) O nENIWNCE MI CPFP.t^lL EfG O EIADE Q� SHEET i0R 22-- MOUMWG SECT*Y. CMI eE Cd701Nm INSTALLATION DETAILS W/ C1) HV BLADE w ANY wAY TD surc WYINsuLunoN' 1l".' A A T i''' FLORMA BUILDING CODE Non Nigh Velocity Hurricone Zone �E /' •�`CENSF•.,.✓9== W017 OLTECO• Na � � 02017 EASiCNN MU& SUPPLY. WC. �+ BERTHA My i 7 A S S A Accordion Shutter System o • '� ,~C' ■ ■ ■ ■ II KV. R.ADE q1 w/ OR W/O KV. WINDOW LiADE TNUT TESTING. k ENGINEERING COMPANY American Shunter Systems . R o6rRaaeN wTE o W en Le 1 O..•..P ' • {4QsS1s elm ne. JW. sr. su Jn. vwm0 owa7o, TldL1 Jsm A930C10t1On1 Inc. , OEO 15-aas 1/27/1 OMG OJ 27/1> Pnen : (Jm)en-1s.T9 . Fm : (wspa-rSTI 4268 Weslroods Drive a S��NpLENG\1r''1 �1 pOE f YICSt POim Beooh, FL 33407 J DRAWING No roN719 17-127 P.E. SEAL/SIGNATURE/DATE J SHEET • 7 OF 20 I OUT ©w®w©• Qj w eOw 10 MW. SEPn41IpN w©'®— TO O S O (SIX SCHEME I N o I 9b uvn OUT i i I AILS ON SHEETS 10 g 18 ,l. 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YdtDPV 6(ADE TILDE TESTING @ ENGINEERING COMPANY American Shutter Systems . N v sm,n. one D.. 6„ 1.a ��'•.. (n0 nA .c� o uss N.. ss>:� s...xs, cwoas nwa m,< Association, Inc. 1 mn is -cos r lc m/n 17 c3T —p— Pom, (CO et)1-ISb , Fw : (M)!A,-6 t 4268 Westroods Drive 2 8( NAL E G\.'''1 6T a'"T Went Polm 9oach, FL 37407 2 ORAW NG No 0 0 W-«J6),G 17-107 A AH1" tv&TE11 A HUT 41. PA 4 P.E.lSEAL�SIGNATURE/DATE R0A9A u`' ! it6) ' 1 SHEET 8 OE 20 ,V ALTERNATE LA o w V "" O o MALE/FEMALE "T" LOCKS CENTERMATES _8_2 & OL CKERS n W/ (1) HV BLADE SEE ENO COMMON DETAIL ON SHEETS 10 & I6 OUT t i IN �''� evtt OSVM mu H.f, 9ae9rzn av v¢T e. 0"V" ©v ® �h� 4 .e,. AS VN0.9bL flpH.q pLlyf m OC.,1 Im-M9 . � � Oa"�®� 11SfiMlp W ib5 SRff. WR 8I Y'3]I'.f.M Tv5 N1fAvx I ®�®a A�la,_A�lAH .Y11MM 9NR N * SEE NOIC 8 fpR MI COaf� . r foal, oN veer s t�9... uwaw paxN-n r+o:7 LIRLf nfwc 7w� vRn nu+sur, PrRr /-o9m. N.wf.L7y,Np ar .wn caxRr 1[YIWI PAVSG9"1!. NCV JEfHY am. a cave JOIALLATION n HV BLADE Z HD CENTERMATEES I am 1 O Rn8 • 1 1 ; 1- CM17 iLRCO. PC. I L E 0 ,t . TIIN TESTING & ENGINEERING COMPANY 0.115 N.V. J fl. EH. sm HGLPM Glipfl9. 1Q .V' Pnpm : (005)871-1500 , fa : (M)0T1-w .-mex Eneeoeea� CB-Db9719 1 .-TEA ; } F. P.0 M1pflIDA . UC. N181 A.S.S.A. American Shutter Systems Association, Inc. 4265 tVeslroods D"e West Palm Beach. FL 33407 HDQ—L VQ MMETRICAL HO CC NTRMA SXT S W/ Ok LOCK (INTERIOR) II mxom a:ak+e Rx9py•wrBuw aMREI9 ♦� IMVILI M1O.ia4 IIUmo Rio KPMA 6 R'G rM 4l aMQ"u16lMlilCfy qry Hg0 META SUPPLY. INC. Accordion Shutter RV. 9t1E #1 W/ OR W/O HK VANE AWING No 17-107 i I POVREO CONCRETE OR ' f POURED CONCRETE POURED CONCRETE OVPED CONCRETE CONCRETE BLOCK WALL ,' OR CONCRETE �, OR CONCREEE i REWRNEO BLOCK VL REOUIREU BLOCK WALL RELUREO I - OR CONCRETE /--EK6nNO CLASS 1 BLOCK WALL REWME, CONCRETE ANCHOR i� L '( _ —EMTIM' OIASS ' te' O.c.-"� 1�EYJSU!Nc GLASS ;`r � i A 2• WN. 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'�'©' TO' BO'�•4�` WE COONNNEC CONNECTION ® ®.©• QQ - e ' o •®. ®-® Q© ®�© Qp•®- O O ©�O O ®a®•Q�©© ©O ©�©� ®� to RACKS ®•®gyp•®-O•d�i» ©.O7•®"©•O7�®" ®'p'©•® B•®- 6.O•©'©'O'®" ®®IMa 2 O END END CONNECTION DETAILQ END CONNECTION DETAIL — CONNECTIO1LP..®At ...,aQQ f END CONNECTION DETAI I ONCROR l•=• -_ _- --_-- A ACOVtltEO ONLY FOR SPANS OREA7EK 4EOVI71NN 12'-0' ,f--EKYSnNO G55 , CONCRETE BLOCK WALL— CLASSEXISTING 4 ETE RRE(! m aAs (SEE a 16• D.C. V Rl SPEEI ARANSN 1 ab_-1 .,• - IRN79EET 1 mAW NICH'Jft ea �'/I NN. �E ON ___ __ `O O O OR CONCRETE r8J`Rs(a&® .. 12" 11 FOR 8Al1E Q/ND - - •' C ON 9AORET 19 FRt 4 I - I©OROOR(o r.__._. ____ OR 1 ANCHOR5D.C. aKE9®&® -- Ll ! � 4 2" YW. 2• WN. EO -- ♦ SK NLrfAiyt$ OF N9E FOR 6 Oft®OR0OR I BUpE�ON SHEET 19 $ �� I aK OR I OR I OR I VIEW Y / OR ®.' PLAN P L IwoREo CONCRETE oft 1 OR ®' ` ��©.O. to .®. Oa©•OO • BO-®•®� CONCRETE BLOCK WALL®°'©� ®P CLOCKED lo. p^Cp•®- E D DINS ALLATIO 0-0-0 0-0- ©O•1lHV BLADE OR ' HV WINDOW BLADE INTO ®X0•®'0' 0-0-0•0-0. CONCRETE OR CONCRETE BLOCK WALL AND CONNECTION DETA4 5� O•®ad�i ®. •®-Qy . _ CT 0 DETAIL ©O ®�� ®�® FLORIDA BUILDING CODE Non High Velocity Horricone Zone' 1`',1P•``jCENs''." - a2w7 Mn"®201T FAstERN UETAL SUPPLY. INC. BERTHA HVn, A€ �L ^■Y■Y■A■ 1 Accordion Shutter System ,, �+ ; Hv. anDE B7 W/ OR W/O Kv. wNDN MADE yO:•�F.11�yy A American Shutter hems DES." wn wA.N rR, LG TILLIi TESTING k ENGINEERING COMPANY . 1 eaa N.W. aaa s, a.. sm..,aau, O�®O+Y. rsMa ava 26aAssWeaRo . Inc. V 1 OLD 15-085 \ de FA°"° ` tw epzl-1sJD. Fe.: (JDs)s71-uSt 4288 Westro0ds Drive 2 /17/1 wYO o7/zT/n ''• s/0NAL ENG✓''1 - ®'m""on�'�" west Palm Scocn, fL 33407 s DRAWING NO /F.r✓' W4RR 0. YLW L. P.E. tl A 1 7-107 P.E. SEAL/sic NATURE/DATE RORDA aa. r 44167 1 J —111 OR W/ ONE H.V. LOCK Z4 Or U or NO LOCK (9 Y7/ NO LOCKING RODS CENTERMA iT4 28a 29 W/ 01 uoUNnrvc `wawa Pain4 HHI. NWIIIIIW RCOR/CDUAG G+W (. w -7 wmmuM SHUTTER SPAN* "L+ �. OR -L-- (it.) FOR INSTALLATIONS W/ or ONE: LOCK or 6 or �� W/ NO LOCKING RODS 19 (SEE NOTES F: tt) CpxCRRC S 11'DJD le �V4 YHt uONlivq pp1.) A • , nWRfcE1W:Q ,IEUNING SCHEDULE &3 IMUM SHUTTER SPAN* 'L+' R 'L-' (IL) INSTALLATIONS W & ONE HV LOCKS )W/ OR W/ NO LOCKING DS (VALID FOR UOLRRWO© SNER 7) CONCREIE AA1�p(.ta MSrMlA1wN5 r"•IAp nCSN/RNNE YWd111M15 wAl) (s rtOPR Au uNn to fD L -IN SD 35 40 14'-2' 45 SO 12'-J" 1J'-IV 55 11'-T' II'-11' 60 w-2-2" 101,- 65 5'-5- 70 6'-e' 0-4' 75 8'-R' INSIAIIATR)N LEGEND CONCRETE & MANSORY WOOD WALL A. 8, C. 0, E. M, N, 0, P, 0, MOUNTING F. K & L R, S, & V, FLOOR/CEILINO MOUNTING G, H. I, IT, J T, U, W & K & M O UNUMUM SHUTTER SPAN 'L✓ OR 'L " FOR INSTkLATONS IWO WOOD SHALL BE LIMITED TO IDS PSI. ASO. DESIGN PRESSURE WHO, 1 N CORNER CENIERMATE 13 WY BE USED AT ALL MOtM,MG INSiALLATONS. LOCKING SPECFIGAT10NS SNAU. BE AS IHMWED ON MMAMTORY CONOMON (2 NOTE is. SNER 5. 'f1'E%CEPT THAT M 91 SINTER SPA) 'W OR 'L ' AND MMOMUM Asa DEBUG PRESSURE MIRK: FOR LNSTAIATIONS INTO mNCFEtE OR CO"ICHEIE BLDEK � BE UMTED AS FcuO - I- CONNECTIONS TO KEYSTONE MOUNTING LIMBED TO +64,_72 P.s.l. AND 8'-0' SPAN, SEE MOUNTING AON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS i THRU 3 i" 10 HV BLADE C2017 TI TCO, M ILMECO- PINT TESTING & ENGINEERING COMPANY 6!b NH. xP.'Y. Mw !PR Varna cu6ws, nami. y vOmr : fJ0!)aT-KCVO. rm : (171j6fl-t Ut e- t: 1:IKO0xA,esn A I'LUT:B Wnb A TINT :r. 6Kc 7 RDRgA tt / 4416] American Shutter Systems Association, Inc. 4268 Westroaes D,Ne West Palm Beach, FL 33407 (1) L+: MAMMUM 41-LOVIABLE SPAN FOR A GNEI POSITIVE AS.D. DESIGN PRESSURE MTM& L-: IAAK. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A5.0. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETEMAWE MAMMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEUNG GNRI A POSITYE ASD. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L.- FROM SCKWIE. OVEN A NEGATIVE AS,O. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN -L-- FROM SCHEOUtL. FINµ MAXIMUM ALLOWABLE SPAN IS EOUµ TO THE MINIMUM DETERMINED SPAN SETWEEA -Li AT -L- �(3) PROCEDURE TO OE)ERLONE MA)IMUIM SPAN FOR COMBINATIONS IN BETYM GALL MOUNTINGS W/ FLOOR/CEIUxG YOVIITWGS; FOR A CNEN POSITIVE A.S.O. DESIGN PRESSURE RAKING DETERIAWE: iU+. I.-=. SPAN FOR WALL MOUNTNG DUEFµ ADONS, U+- M"X SPAN FOR FLOOR/COUNG MOUNTING INSTAUATKINS. FOR A GIVEN NEGATIVE ASA. OESIGN PRESSURE SPAN FOR WALL MOUNTING lt,,, ADONS. SPAN FOR FLOOR/CEWNG MOUNTING MAIIIIAUM 4101VABLE SPAN IS EOUAL TO ME IY BEYVIEEN 1W. 'U+'. 'L✓ AND 'U-' TO ANCHOR SCHEDULE Va N FINAL MAVIAUM ABLE SPAN AND NEGATIVE AS.D. DESIGN ONE RAKING TO DETERMINE MAAUUM ANCHOR tAY,CMN METAL SUPPLY, WG E TH I TA Accordion Shutter System FLV, aADE RI W/ OR W/O HLV. 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SL..101; NflGMt Vp6p6,.{]ypq J] '[S�—J4 d ttcna : (JUJ)oT-IOJO. te.: OMlei1-1sv wu]0] A. mOr a. P.L. P.E. SI P]aRa' G Y .416t A.S.S.A. American Shutter Systems Association, Inc. 4266 Westmads Drive West Palm Beach, FL 33407 M RIANCLOONOLOGYID-SET • SEE ANCHOR SPEClnCAnONS ON SHEET 13 -SEE EINNAnONS OF USE FOR etAOE 1� ON SHEET 19 ®2017 EASTERN METAL Sam, INC. BER t1A HVm Accordion Shutter System RV. SALE #1 W/ OR W/O RV. 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ANCt1oRs M SUBSTRATE SHALL BE AS FOLLOWS: (A) TO E)(GTWO POURED CONCRETE (Wn. I'G - 3 LNT - 1/4'0 TALON OR TAPCGN VRNI I A➢TM TNauItImBu - I/4•F . 3/4' NE MINTS SOUR-SU ANCHORS, AS M 1/4'e ME MTV EGNCRETE ,,on w/ V' P As 4NIU1 rG - 3 E.) AS 4ANUFACT10RED BY LT.W. BUODCA. (WG. rG . J W) SCREW; BMT a sPECW.TY CONPANY. (Kin. h - J b) SIFNERS DIRECT. NO. (UUI. F. - 2 451) BISTROUIm Of ALL PORITS SCREW. BCLT a WON&W D VAIN TIRE ANERK" SMUnER SYSTDts ASSOCIATIOU. M NaTEs AI) WNMIW [ueEDUDR WIT PoUAa CONCRETE OF TIKON W TAPCONi WAN ADIANCED 111NFADiDRu IECNNMOC ANCHINtS AND TAPPER. ANCHORS IS 1 3/4-, AND FOR ME TAP W/ CAR m NORs IS 1 1/2 J A2) Y;NWUY DISS AIDIT OF 3/4'0 . 3/4' AIE MURB SOUR-g Mo,,RS SHALL BE T/e• INTO THE PoWtEB CONCRETE No EUB.TYD2f INN STOCW SHALL BE PERUATEU. 1/4.0-20 S.S. WZftE scAM UOEe slWl BE I I/2' EONG UW sNM40 sTOCCO E%5T. AND I• uwluw TOR WALLS WBVT W BTGi,G- D. AJ) IN CASE THAT PRECAST $TONE PRECAST CMMPEIE PANELS. PAVERS IBIT Ntt VENEER BE FOUNO ON THE DOSNIG WALL OR MOOR A on SXNE BE T"IG EAGUOX TO REACH TIRE JAW SIHBCIIIRE BD@10 SNO WALL FINISHES. INCIROPAGE SHALL BE S NN]IaVEp ON nroITS AI) a A2) ABOVE FOR DTSTIIS.LTIOI4 W V 401NG OR M YOfEt OR WITHWF WET, SNOS CQVSVLT TINS ENMNEER. FOR WST`U TION RTN EBS WTIH UETAL STUDS SEE SHEET 20. (a) TO E%RnNG CONCRETE BLOCK: (A C-00) - 1/00 TAPCON OR TAPCON M ADVANCED INRFADrORU TECAWMoC'F AND I AS WNUFACNRED W LT.W. SIMEN. - 1/4 .. 3/4• A Po saI ,ET ANCIIOI6. AS MSIRRDIm W ALL TS POWSCRDV, MT a SPE W c WPANY. 1/I'0 ME TA➢ CONCRETE ANCHORS W/ CM AS EyNUFACMRD BY flO FASTENENs DAER. INC. 1/4.0 TAPPER. ANIWfS AS. W-W4CTUREO BY PoI S FASTQ:ERS, INCJMO B.SIMBUIED BY ALL PONIS SCREVI, BMT h $PttUttt DauPAW BR A Mat APPROVED UCENSEro OR AUIHOU3ED VENDOR RECSIERED WAN TNE.MaeC SNUIFER SYSTEMS ASSOCIATION, INC. NOTES.j uWMN CUBEDYDR Ort0 WNCREIE BIMN M rIPaDN, BLUC PAP W% V' P MG11DR$ AND TAPPER: MKNOR$ Is 1 I/4'AND TAPWN WTTH ABVWlCEO DIIIFMFORY TEaUiOIDG'r MKHORS W 1'. 8.2) WNNRBI ENBEOAtEM OF 1/4'0 A 1/4- ALL POINTS 5DU0-4T ANCN T s1A1L BE ENBREEY ENSEDDED INTO ME CONCRETE BLOCK. No EDBEDIAFNT INTO STUCCOSHALLCO SHALL BE PEk41TTF0. 1/4' P-20 SS NKNWE SCR,. USE, SWLL BE I I/]• t G NNBDW s W SIUMo ElosT. `;]NO I• UMONN FOR WALLS URN NO SNCCO. - 11 B.])µCHORS SHN1 BE G ENOUGH TO THE TNT WAN STROCCONCRETE PAHUS. NVAE GEHINO B'OT W nNOR RN V11ICER IGHGM ANCHCOLINDERA4E INICATINGWBE AS IND:CUEO ON NOT[i B.T) a Bz) IBOVE Fop ASTAUATRINS ON WNTL SLANG OR BFS WM OR WRHWT ,EEAE STUDS CDNSMT THIS ENGINEER TOR INSTAUAnON BrTO ffS WTM YEFAL SnAs SEE BNEET M. 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