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HomeMy WebLinkAboutPRODUCT APPROVALdFlorida m RECEIVED (s'� Product Approval aMAR q USER: Public User 0 2 2018 Product Approval Menu > Product or Apoliw[lon Search > Application Ust Lucie county, Permitting Search Criteria Refine Search Code Version i 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 FL# Tvoe Manufacturer Validated By Status FL389-119 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Accordion •npprgveg gy u.Ie nppmvai gy ..In snap ge reweweo anu mnneu or me rv, anu,u, me wnn... on n nae>.a, y. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EM employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Arressibilty 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 mall to this entity. Instead, mntaR Me 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 Me Department with an email address if they have one. The smalls 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 dick here . Product Approval Accepts: 1G09 ® M Se'curitym ErRICS' CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD https://floridabuilding.org/pr/pr�_appjst. aspic 1/1 GENERAL NOTES: L BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT MIJARON oo U (PEEL) HAS BEEN 1ERFIED FOR COMPLIANCE N ACCORDANCE WON ME 2017 IBM MOICH) OF ME FLOPoG BURDWO CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT NIGH VEL HURRICANE ZONES. DESIGN WIND LOADS SW1 BE DETERMINED AS PER SECTION 16Y0 OF ME ABOVE MENTIONED MOE. FOR A.BASIC WIND SPEED REOUIREU BY ME NRISDICI1pN YCIE,E SHUTTER, NULL BE INSTALLED WIN A EUMVIV NARY FACTOR Kd=0.85. USING ASIDE 7-10 AND SHAM. NOT UNIVED ME IMBNMU (AS.a) BMW FRCSSURE RATINGS NDIGTED ON SHEETS 11 MRU 15. 19 & 20. IN ORDER TO VERIFY ME ADGME CONDITION, ULTIMATE DESIGN NO t0AD5 DETERMINED PER ASCE 7-10 SHAH BE FIRST REDUCED TO.ASD. DESIGN WIND LOADS BY MILTPLYINC MGM BY 0.6 IN OROERM COMPARE THESE W/ NAK. (ASD) DICTION PRESSURE RATINGS INOGTEO ON BEETS it MRU 15, 19 A 20. IN OFOEH TO VERIFY MAT COMPONENTS AND ANCHORS ON THIS P£D.. AS TESTED. WERE NOT OVER STRESSED. A M T INCREASE N NUCKNBLi STRESS MR WIND LOADS WAS UNUSED N THEW ANALYSIS. HOWNER. A WND DURATION FACTOR CO-1.60 WAS USED MR VEWFIGTON Or FASTENERS N WOOD. BERTHA H.V. ACCORDION SHUTTER SYSTEMS ADEOVAC'Y FOR WND AND LARGE MISSILE IMPACT LOAD HAS BM, VVT M N A,ORM C N1M SECTION AFL REPORTS: F-0I4.T.2 OF THE ABOVE MENTIONED CODE AS PER -NV GULF O' 10214.01-03. 110715.01-05. /1004.01-05. /1214.01-05, 10317.02-06, 10609.01-10 AND 10210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-IMB µO E-106 STANDARDS (MISSILE 1 D, WIND 20NES 1, 2 @ 3) A /1220.01-10 AS PER TAS 201. 203 & 203 PROTOCOLS LARGE MISTFE. -W WINDOW BLADE m /05E5.01-08 AS PER MUM E-1S98 AND E-199G (MSSILE LEVE, D. WHO ZONES 1. 2. 3) BASIC. PROTECTION ONLY AND / 0725.01-88 AS PER TAS 202 PROTOCOL 2. HA 81ADE0 AND W wmEoW DADE ® ARE ENGNEERED TO Y.ORR IN UNISON WITH EACH OTHER UNDER ME GENERAL UYIUTGNS µ0 MHORGNS OF USE NOGIED ON SHEET 19 SYSTEM SYSTEM TYPICAL TYPICAL TYPICAL 3. BDNHA N.V. ACCORDION RNS (W WRENS), USED AT MACES NNUCRLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114917S' AND 114XI.75- RESPMRNMY. 110-1 MINIMUM SERIES CENTER STAN ESS STEEL SCREWS YAM 135.0 bi YIELD SIRNOTH ,DUD 180 W TENSILE STRENGTH. PINS SMALL BE COATED WITH BERTHA W DACROSHE(D MW o SYSTEM AS MµUFAGUREO BY AFPROVED MAGNO IPNLCATONS, CENTER, PORSTERD0 WRIN µENT SHUTTER ST91FIA5 ASSOCIANON, PINS MUST DEAR THE W MARKING ON MEN NEAL 4. ALL ALUMINUM EIGMNGNS SMALL BE AWRAIHM ASSOCAPON ALLOY AND TEUPER AS INDICATED ON SHEETS 2 AND ] UNNUY YIELD STRENGTH FOR 600-TS ALLOY 6 30.0 kM µD 15.7 kri POOR 6005-T5 ALLOY. END CO MAYIMUA 5. AL1 SCREWS TO BE STAINLESS STEEL 304 OR 316 AS SORES OR CORR040N RESSTAM COATED CARBON STILL AS PER ON 5M,B WITH 5D W MIN. YIELD STRENGTH µD 90 W ANCHOR YIN. TENSILE STRENGTH. AND SNAL COMPLY W/ FUMDA BUILDING CODE SECTION 2411344. ANCHOR S. BOLTS 10 BE ASTIRA-307 GALYANRtD STEEL, OR AS 301 OR 316 SETBES STAINLESS STEEL WITH33 kY YIHYMM YIELD SLRJNGM. ANCHOR ANCHOR 7. SEE ME MI.IOWING SHEETS FOR ANCHOR SPECUICATONS: HV BLADE (D : 12.13.14,15 AND 20 W DIRGE AQ & © SWWpNG W UN50Re 12. Tl @ IS A INS BERTHA N.V. ACCORDION SNUIMt SYSTEM DEWS A US. PATENT 1079.582. COMPONENTS OF THIS APPROVAL µE COVERED, N WHOLE OR N AMY BY U.S. PATENT 15'458.179 65UED N EASTERN METAL S1Pr`PLY, INC. 9. N SHALL BE THE RESPoNSIEUIY OF THE CONTRACTOR TO VERFY ME SOUMMESS OF ME STRUCTURE WHERE SHUIIER 6 TO BE ARICNED TO W,,,X PROPER ANCHORGE, CONTRACTOR TD SEAL/CARN Al SHUTTER COMPONENT EDGES WHICH ROMMN. MRU FASTENING N CONTINUOM CONTACT WITH THE BWIDwe TO FFIEVENT WJN/RAN NTRUSIOY. 10. EACH VNR MUSE BEAR PERMANENT MAEM N A VISIBIL PLACE WON WARNNO N07E• WRING PGRIOM OF HURRICANE WARNINGS NONE OWNER, TENANT, OR OTTERS. MUST PROPERLY CASE ALL IN AND NO CENTERIMIE$ AND ENGAGE OR LOOK ALL W µ0 HO LOCHS. it, SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READRY WSIMID tDGBON AT AEMBBIOM SAUNTER N ACCORDANCE W11H SECTION 1709.9.3 OF FLORDA BUILDING CODE CARE LIBEL SHALL BE RACED FOR EVERY OPENING. IABEIDNG TO COMPLY WHIN SECTION IM-91 OF THE FLORIDA BUILDING WOE 12 BERTHA H,V. ACCORDION SHmER, SYSTEMS tNSTPRABON SHALL COMPLY T01H SPECS NDIGIED IN THIS DPAWNG PLUS ANY WryONG µ0 20NNG REGUTATKNS PRONDED BY ME JURISDGTGN WHERE PERMO 19 APPUED To. 13. (a) MIS P£D. PREPARED BY MIS ENGINEER IS GENERIC AND DOES NOT PROVIDE NFORMANON MR A SITE SPEGFG PRO=, U, WHERE THE BOE COIOTONS O"M FRW ME P.ED. (a) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTAIlATON INCLUDING LIFE SATEIY OF THIS PRODUCT, EASED ON MS PED., PR0I0E0 HE/SHE DOES NOT CtY14TE FROM ME CmwD DETRttED ON THIS DOCUMENT. CONSTRUCTION SMCFf AT SRE IS ME CONTRACTOR'S RESPONSBIUTY. (C) THIS P.E.D. WILL BE CONSIDERED MALT) O ARRED BY ANY MFµS, (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLOMA REGISTERED ENGINEER OR ARCHITECT WHEN WILL BECOME ME ENGINEER OF RECORD (EO.R.) FOR THE PFDI AND WIND W'41 BE RESPONSIBLE FOR ME PROPER USE OF ME P.CD. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO ME P,ED. ENGINEER SHALL S116MIF TO THS LATTER ME SITE SPECIFIC DRWVIGS FOR RENEW. (a) ORIGINAL PD.O. SHALL BEM ME DATE AND ORiWLL SELL AND SIGNATURE OF ME PROFESSONLL ENaNEER OF RECORD THAT PREPARED R. M17 MIECO. NO, it C O °06� f� TILL( TESTING & ENGINEERING COMPANY SERA NW. Na 0. sN. xs, WAGW 4VANA AN nad a Pmm� : t30%) . ror : (30$)071�15J1 T1-1S3D Eb...2euv.AA6o� m„� aoRoA Li. 1 44,67 ENO TABLE OF CONTENTS AREA 1: HV 13AOCn& dA NOTES DMPONENTS 1-20 DER ELCVATON & NOTES ON LOCKS DUALS A-F. CONCRETE/GLOCK DETAILS 0-M, CONCRETE/BLDCK DETAILS NV ALTERNATING DETAILS Iry N DETAILS 1-6. CONCRETE/BLOCK TABLES ULE- CONCRETE & BLOCK JLE- CONCRETE & SLOG( RE- CONCRETE & BLOCK TE- WOOD DUALS M-R. WOOD DETAILS S-K, WOOD TOM DUARS 7-12 & K. WOOD TYPICAL SHUTTER ELEYATKIN SHEETT 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SKEET 7 SHEET B SKEET 9 SHEET 10 SHEET I SHEET 12 SHM 13 SHEET 14 SHEET 15 SHEET is SHEET 17 SHEET is SHEET 18 AREA 4: HV WINDOW RIADE In ON V M DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 Westrcads Drive West Palm Beach, FL. 33407 Accordion Shut HV. HARE g1 W/ OR W/O HV. INC 'LING No 7-107 (D HV SOLID BLA;#545:811,79) COVERED UNDER US PATENT I HV WINDOW BNS OF VSE OF BIADON SHEET 19 OUALIFIED FOR USE W/ W 93' .093' D- iI - 4' 8]0 •1,868' 11 HV CEILING HEADER flEp FOR USE Yr/ w BLADE DPONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER MR x " Y MNt r .ce2- EE SIDE ANGLES O ALIFIED FOR USE W/ W e.J a• n 3�HV UHIMERSAL FLOATER QUALIFIED FOR USE W/ HV SLADEQ 6005-75 ALLOY AND TEMPER HV HEADER/SILL QUALIFIED FOR USE Wf KV DfADE�i ONLY 6063-T6 ALLO AND TEMPE 1 ALUMINUM ANGLES QUALIFIED FO$ ONLY. USE W/ HV BLADE 1 6063-76 4LOY AND TEMPER 13 ®HV DIRECT MOUNT OUN-JHLU FOR USE YI/ HV BLADE 1 W63-T6 ALLOY TEMPER_ GHV WALK —OVER TRACK QUALIFIED FOR U$E W/ W BLADE I 6063-T6 ALLOY O TEMPER TEMPER CpIPWENr A e TI tt I 4:9) I J2.5-)• NAX. O.T90' 0.190' C2011 RIECO, we .' rL� L EECO TILUT TESTING A ENGINEERING COMPANY I. 6 Na. MV S4 W, AS VAG'0w GM006. e . :• JI Pnm+: (20516)i-Im . Fe.: (]¢518)I-t STI Y. P.E. .167 AND TEMPER 0' 991' 6s2 1 .920 Var,u BLADEQi ONLY, I HV RAINGUARD 6063-T6 ALLOY AND TEMPER' GUAUFIED FOR %E PI/ My YMbES L936' I 6063-T6 ALLODEA.D 1flJ7 el .Op3' .Im 811 �I 14 HD WALL HAD R/iLn OLIALIFIED FO$ USE W/ MV I BLADE I ONLY. 6 TEMPER x r I 2• 1 2' 10.125" I FQQBNER / HVMPER 1 FLORIDA BUILDING CODE (Non High Velocity HMrricpne Z6 02017 EASTERN NELAL SUPPLY. INC. BERTHAh— A S S A ■ ■ ■ ■ Accordion Shutter Systel RV BADE Q1 W/ CR W/0 HV. WNDOIN BLADE American Shutter Systems 19[srnmnN y Association, Inc wTT dIA.N eY L¢ IA OJ] 15-085 )/2) I G2 0]/D 4268 Westroods Drive 2 West P01m Beach, FL 33407 s DRAWING No a• 6' USE 1V/ HV BLADEQ)ONLY ALLOY AND TEMPER NIA FRONT a Aomq "T" -I-r-.. ' A 668 LOCKER FOR "T" LOCK CENTERMATE OUAIIFIED FOR USE YI/ HV BLADE 1 ONLY HV FEMALE "T" I 0 E QUALIFIED FOR USE W/ HV BLADE 1 ONLY ..A-,, dLLOY AND TEMPER Safi]-T6 ALLOY AND TEMPER QUALIFIEDFOR USE W/ AN tl g a, J i .214' _� ici vED CENTERMo cROD QUALIFIED FOR USE tY/ HV BLADE 1 & A' 6063-TS ALLOY AM TEMPER (@ LOCKING R01M, Ol1ALIPEO FOR USE W/ W BLADE q 6063-T6 ALLOY AND TEMPER ,/INSTALLATION WILL REQUIRE A 7/16 6063-TI 11 • � i I J L_s Ys �6, HV 3/8"0-16 A( OUAUFIEO FOR USE Yf` HV BLADE 1 & 600 — ALLOY Np TEMPER SI/2- Ip'R 0-20 AISI 304 SERIFS S S, THUMgBCIREWS )— OUAUFIEO FOR USE Vf/ HV BLADE 1Q 0201, TILTEW. est Ow wi of xwsc EIRM2 4Q Y� ne I CNS! CfiAA9ER t ® HV LOCK ® HV EGRESS LOCK 2'1 QUALIFIED FOR W/ HV QUALIFIED FOR USE W/ NV I. 1� ONLY.— BLADE IQ & 0 ONLY. „� b' 0.0. 2 MaDED " SLFaY L e !• �: .J60' AFTER RAIERw 1/4"p-20 x 3/4" BEFORE RI. NO S.S. THUMBSCREW 1/4"9-20 RIVNIL e sanEs RNA rL6ssvw (2e2A-n Au6r7 uRCE rw,ct Twx SNER M1VIlEF). PART / 0820' !3 MMNFACIYRED OY AYio rHTRRr 11Y1C"A PARSiPPENT, - JERSEY eras° OR 6,I ® HV "T" LnCK �61 HV ALTERNATIVE OCK QUALIFIED FON USE QUALIFIED FOg USE IV HV W/HV BLADE Cl)ONLY. BLADE vONLY, O1.125 a0 � 1MIMBNRM hLxpFR — OR REY 7 M;: rnmOaE Tee MC . ® HD LOCK BY REGEMT N'LiM RE MORTRE LOCK5 SERIES 2333 MOOK BOLT LM. OUAUFIEO FOR USE W/ FN BLADE 1T& G L l—LAco A.S.S.A. * i /• T�i American Shurrer S }ems * TILLIT TESTING & ENGINEERING COMPANY is, a, w. m 10cu vm�s. nm0. ])I Association, Inc. L: WI-u3p . F°.: (305)571-1331 4268 lVeslroods Drive ?'��'•-'• /,T0RV0P•'aAy Ltd West Palm Becch, FL 33407 ssf4L 1 , 1LEE wTY)R A. , IT a.. P.E. �F�tFn A IE3r4n.,r FLOAAAM../MI67 2012 EASTERN METAL SUPPLY. INO. Accordion Shutter System Kv. BaaDE ®1 W/ OR W/Q HV. WNDDN aAM No 107 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 64 Q1 HV BLADE I ® LN BLADE IA ® IN LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING d® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE A1SI 302-303 SERIES 0.870'x3/I6' THICK NYLON WHEEL 0.188'0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD ® 1N 2 3/4" ACCORDION PIN IV/ #8 HEAD 'W ® POLYCARBONATE IMPACT RESISTANT HV WINDOW t 9 RwNy QUIREMIENTS AT EXTERIOR BLADE KNUCKLE FOR (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR HV 1-A BLADE. �p nTs (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iQ 3LADE WHEN CORRESPONDING TO INSTALLATION "II", 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 6SSEIABLY LAYOUT ON17 I TILUT TESTING & ENGINEERING COMPANY vnan.: Lsm1s]1-lssa , r[.: (sos)en-1vl ®JNe]f9 W4][A A 10.1R J[. haNNA UI516t WKX 0"") 3 on Aus .te>s•IL wF J1 aVDE .eWS' {f� A635 .063!' RESINS, UV —STABILIZED GRADE OR INNOVATIVE PLASTIC LEXAN 103 RI (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCE7FOR nvu.recmxxl [rvuusMHaar>m mM !as mA:+. axm e..:... uw! o-LL YIAW W.. n n-aM t.! x uu0esfrss o-� awss ao +.. eev! r[:slc2s e4[0av mn e.: AT.S.S.A. . American Shunter Systems Association[ Inc. 4268 Westmacs Drive West Palm Beach, P. 33407 III Mc. Accordion Shutter KV. E4ADE ®1 W/ OR W/O KV. W1HE AWING N. 17-107 ARTY' 10 k FULL III � �a I' �- ' fuIuIIr'l�rlar�Y�SIr��Ll�r�'i'Jlr�i�r�s�s'� 0• fY� 3i kk� D�9 OF CORNER CENTERMATE �al�n©• 0u®O110 .la TYPICAL (1) HV BLADE SHUTTER ELEVATION N.T.S. .E. 'NCT£S:OFI-HV LOCKS AND CENT RMAT c• I. ALVNDANRY MND111ON /H ONE NW LOCK J a 8 SHNL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN EL ATI M W ORB OW 1 2 OF SHUTTER SPAY FOR SPANS UP TO IOS-, MD FCR INS( nOMR T ANY ELEVATION. H✓ LOCK or e MAY BE USED AS AN IRSR C OR OUTSIDE LOCK, ATTACHED TOT Ofl CENTEIRAME5 W/(2) 1/4'0-20 K 1/2• LONG FLAT READ SIS'. M.S. LOCATION HURTER ELEVATION. OF LOCK SHALL BE M INpI 2. • W O OR MH SECUR, PURPOSES. UP TO Too w LOCKS D3 OR R§ MAY BE USED AS AN NSME OR GU@OE LOGIC CONNECRON OF LOCKS TO CERIEANAIES Q�E OR 00�� SHALL BE AS ND LOCSON BE AS NOIAT ON TYPICAL SI L R ELEVATION. /2 'S L'SY>•^W/IWO NV �OCxt)• LOCKING ft00S 'ME NOT REQUIRED AT RRICANE POSITION, BUT MAY BE USED li pE51RED l0 ENHMCE SHUTTER PERM. MPNCE LOCKING RODS OOR AN µTERNATIVE DEVICE MAY ALSO BE USED AT STACKNO POSITION (NON HURRICANE POSITION). ATTACHED TO QS CORNER CENTERMATE W/(2) I({ P-20 i i1/2• LONG FLAT NEAO 5S. NS. TW0 LOCKING Rpas '�9 AT TOP h BO OM SKALL BE USED. LOCATION OF LOCK SHALL BE AS INdGTEa ON TYPIGL SHUTTER ELEVATION. MAIDMIAI SHUTTER SPAN SHALL BE OETERMNED AN PER SCNEDVLES SHOWN ON SHEET 12. OF 1/4-0-20r3/4' S.S. THUMBSCREW TO @' OR @ CENTERNATFS BMALL BE WDE W/ I/a'0-2---- RMNALUUq�� ( AS SHOWN ON SECTION HVE. SHEET 8. ONE LOCK SHALL BE USED AT I/2 OF SHUTTER SPAN OR NA) LOCKS AT 1/3 OF SHUTTER SPAN. 8- uAurulDR/ CONdnON {• roR KCYCrn •o• •- —•--•...T_.•• ONE WLOCK. or or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- AWIE OR BELOW t/2 OF SHUTTER SPAN TOR SPARS UP TO B6'. AND FOR INSTAILARONS AT ANY ELEVATION, W LOCK 03 or 0 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO Q' or @ SYMMETRICAL CQNQWATES W/ (2) 1/{'-20 , t/2• LONG RAT NERD S.S. M.S. LOGTK N OF LOCK SHALL BE AS IND CATEO ON TYPKALI SMUm,, ELEVATION. USE OF LOCING RODS gS W/ �§ OR Q TOP AND BOTTOM IS COMPLETELY MANDATORY. i OF T. NOTaCIY LAI. W/ ND CENTFRYAlE9 (37 OR ii W/� HJ LOIXS Am m %TOR ANY SPAN AND INSTALLATIONS Al AS AN INSIDE OR OU15 b LOCK. ATTACHMERT OF HD LOCK N RENFORCEMQR SERT Q3 AS 910YM ON SECTIONS NDs-F IMSAAN OR 12' MAlOuM BODW OR ABODE WaSFAN. ME a7017 MIrsoo. PNC. > ILT EEC *: TIWi TESTING $ENGINEERING COMPANY C ,� evs NK. w:x s w. ua xi2KA rises¢ nsu_y �Y Pow : (]OSNII-1pA . ro.: b111B], _:9t AsS.S.ABE American Shutter Systems Association, Inc. 4268 WeslrooCs Drive West Palm Beach, FL 33407 NANMTORY. MNATE HO LOCK(M MAYBE USED W UW OF DW ALTERNATE NO LOOK (3 MY BE USED W/ 318 • 3/8• F-K S.S. 9 AND NCWDES -HW, SHEEE 'M LOCK MY BE INSlALLLO AT RODS a Is COYPLETELY OnwO JUL(IEon High Velocity Hurricane 02017 EASTERN METAL sUPRY. INC. KV. SA➢E M1 W/ OR W/O NV. tAWINO No 17-107 CONCRETE hKxORs (SEE MSEDUtE ON SHEET tJ) - 2 14 s i x5o' uw i L L. I •. ..JI..ILJU r J r (SUE SC E A U on POUFEO CONCFEIE` (SEE SOHfOUtE ON $NEfl IS) CONCAEIE BLOCK /- W �C; HY WALL SILL INSTALLATION 4 1'011 MICAt SEMTER ®• r-cEIM rE mmon (SEE scwotsu oN SNEET 13) 171E m �ER��EmW1a IEEE u:war,6e+sX¢r N I' UK 1/4'e-xOSCA SS E UENG 1 SCREWS 0 12 O.C. 0 NUT$ o ¢' O.C. 13 m 5 ` oPiloNLL i � i ! l To (✓ BY —WALL HEADER I�Mtt{[r IL enn�N +`{ KEYSTONE i19'• (SEE SCHUL'1. SEPAWrWN m E I r"EOIl ION SHE 11 ' f oP110NK 1/4- VI,, I ---- 1/4R-20.3/4' SS. • ' 'a- Eo-1 PNtLPS mum HEM • 7©w78. Y G•CNINE SCREWS uSCO 1/4"-4 NUTS a Ix' 0.0. wn, '"M ANCHORS (SEE SCNEaUEE ON cuYC SlmU 14) .REiE bUJCK EM W.RGI E(•} HUWALL SILL INSTALLATION • L 0. - EOCE o6TANCE •SEE 1➢ •TNn OC USE EON (SEE SPEanfAM-6 ON s,im 13) --- Z ga SXEET IS 444' : ` OtN 'X = sF..9`. am,7 TEIMO. AG 02017 CISTERN METAL SVFPLY, INC. 4 L E c O L N a. A S S A . . . . ERT A A Accordion Shutter System T '¢�y "� ••w4 American Shutter S stems Rv. aonE e, w/ a W/O 1Lv. W mn MADE '- C TIWT TESTING A ENGINEERING COMPANY Y tv. x snavnm, R•rt wu•77 er: La r4� �`••'•.. [ P : . ORIO _4.. `s —'�1i T- .••• x,.. Jm, n. m. a>eas. nnn4 me ExWw : (ws)mt-1sJo. ra.: (Jw3e71-1111 Assoctatfon, Inc 4266 Westroatls Drive 1 ut.B IS-ae5 /17 1 art o7/n/17 S7 NAL� G :' -'� 0 '' 'CCaI murna<eem m EB-000anv Wes! Palm 8eoch, it 33407 a a DRAWING No "F .....•""I ARISE A PLN Jb F4 4 ' %-t 07 O C /elcauT mr )nea ft R tit 1 44167 EfIKtrtCiC (SEE SG20UtE ON sNau IS) '40Q' I L /I OR W i PEOUIRW NO/6 (� +StP6llE EK6TINL I I i Nor .^.., EDGE W 11 sm le I�KR� DHSS—) " C�@�i{[ On T E 0.• N E1Q5T eT�m•® roaa"v siEtl to 9 1 �E 11 • vn 3 a I5 . I ( lToa/a• � wAsxtx HEAD ! I /, - t i r .r - 1/e TEX SCREWS a 12- oC ' T• i ' 06 - Ye fm. CONCRETE ANCHORS 8 I EWE Or ' G' 7 (SW SCNWULE ON sNEET 11) 1 E •/ �, - U GI.155—� F.00E Cr—J / '.'i / / / / EWE or I IPPLICf9LE $AD If •i ! r•r 1%1' '�l� ME or / APPIJU LE NN 9`NutY+ IPPtICJ81t' - - I lmlggwi2 mRO (� • ENErE POURr IPPIiCABI[ co MO• CONCRLIE FIAT NErD CONCRETE FucNoRs V_ry' CONCRETE R W CONCARETE (SEE SCNEOULE 0.H 1t) I G REN.REO . 0.` O• MT MEAD CURCBM ANRIDR$ (SEE SNEGUU aR.sEET It) I1 TRENCH INCTALLd TION iiV WALK —OVER INCTdI I dTl(TN ESIG ONLY SU UP TE +& ORS PSF AS.O. ,G HV CEILING INSTALLATION C3 HV FLOOR INSTALLATION t DESIGN PRESSURE ET 11 &FOR SPANS PER SCHEDULE I3, SHEET IT Q6ivq CONCRETE ORS DUE 'wrb OAt9� ' R�q ewmut'®- O (SEE.SCflQ1RE ON-7� � tab scnwp EFISNIG i , EIDsrMG I E%IBDNL SHEET 15) I/54 f i ram/ W ipsi Ix �' O pA55 —' GVS^. —Ilm •Gm.[ Cv cm �1J II _O LIASS—_ F4'Oad lA'sd�. 4M3% I/t- G i i J(Ol fOQV q0 O6N I Y1.10. LYCDIYQR O b YAII. 1( (i 1/t• aeRrw TmusroimcEnEn nua r b'-a' w M V' M RPwr— - 9 j i °A""• t t swm R rw+r FaTEllnm Kw CY 3 w 15 J /1D.1/t• NEx i r arPJ {sc wlE t o TR P W'A9tEq xEAO E 0. DRYT FUR IMAI[Y 1 B �l/2' •r i IEH i i 0 HuSCREWS cRrt. BA.Nt1 t—E - u•%' NMEN' y 11 9• 12• aE, I i TEK SCREYG/4*.-2 O 8. 0 C ' 9 _ an 1H o 2B ss Jas CrnxT1ETE Axmwgs I• 6 7 c ss W %/ NUT O 9. 0.0 (SW SCHEDULE oN l .O T� SHEET la) !� ,1/2 - _ 4av �': J ox'nC NUn EDGE E Or / 17 m 18 1/a' T ( 17 IB 2ao OUIN. 1 F/8•-.L.I )/8' dppUCAgtE IiN]H• PA 50.5. ! 61M. . CONCRETE ANNE, ' 0 8. O.C. f4 �• PDigiD CONCNIME �— SEE xDIE IS(ej —"ice' - r g PoUFEtl LDNC (SEE SCNWULE OH 1 RCDUPU ( r• ` E ) ON SN[Ci I HDIE I}(b) IL ' r - �E•0..' LR CQNCRETER COCK YIEET 11 COR CONCRETE ON SNEEf 1 •• • • / I�WTb: uE POURED"--( REWWT OR OR CONCRETE fttOCK I •. , CONCRETE QKFLOOR INSTALLATION Q KEYSTONE MOUNTING INRA1 T ATION REOUIRFD © HV COAL WALK —OVER INttdl I &TInN NA.vw .xo. I.[9RI PIIEQVR[ .a..-n Fa uNmRUN swmR sew e'-D• V RAINGUARO INSTALLATION t tmrc t TN�s Mstauanav sM4tL eE ' E. D. EDGE GwMCE RENOWBUE 11HEH PERRI.EB F� I- MIE SNCET t PER TvRck SNUFFER (SEE sPECIFKAIIBNs ON SHER IS) OR FNRLUTO AN DPERAB" M• ME V ON Or USE FoR AMOFOLF SKEET is 2- MOUNTING SECTIONS CAN BE Coa&NED INSTALLATION DETAILS W1 HV BLADE M fllYWAY To WIT ANY INSrµ DDN, 1 IF'TI ERA. T ''-••.. FLORIDA BUUNG CODE Non High Velocity Hurricane Zone' ' : `•\.\C EN LE9 MCI? TaYM, 0"17 EASIRUEAL SUPPLY. INC- ERTHA VnF LECOAccordion Shutter SystemSSA NV. 0" #1 W/ OWHV. WINDOW sAM�O n •.�^1• TILUT TESTING & ENGINEERING COMPANY American Shutter Systems . R DISErPnDR • C. d WE MF1 BY Le P , �/ 1d csls N.. 2fo, b4 sLL .wf, +,•�., aasx, nRw.,r, 268AssWestionf Inc. 1 aG a-oas T/2N1, IUTe oT/n/n P.,,.: (sm)sn-1ssQ . rm ; (11})BPI_1i11 t POI Westroads Drive %s/ONAL f�6�d111e 000sils b� west Palm 8eocn, FL 37407 R ORAvdNC No • r / /rxRRIR' RR,ER A VU.0 L. P.[. ll a 17-1 O7 P.E. SEAL/SIGNATURE/DATE no;D F we? I, 5 i 5 SHEET 7 OF 20 ®a: I no p 3 7 i z I • ii I I �aM VI rI r` •• � I Z w I O _i QO I I j = 0000® N� j 0 _ �o V 1 �N Lic Q O c nm o O�F�.A 0 x y��go � N C m c u ' . OE ME m a� a Q 3 iy wl C _ u x2 J 'all z'S1 "a 6 �Jr3 � ao I O a©oo —oeel I I ^T o O 0 ALTERNATE INSTALLATION W H " 'r LOCK Lo Hy MALE/FEMALE "T" LOCKS CENTERMATES LOCKERS SEE ENO CONNECTION W/ i1i Hy VAnE § 18 rGiiPFfdSa ORAL ON SHEETS to L.yj LIN 1''� suo[®suer a[ux „w, acmam ax vass a, 1,,wv Kcam v(��, l7�v(Bi G r PdGi[a IXI Ix5 Sxf[l. WY 9[ [il V.M TVS KilAw a `6�a6ii` 63n.(filrffyo ar3laLLAta" AM. MC 1pn I M T i' * s[[ xorz a roc wi eaa® , T teX M Sx,Z* S f $F9F5 9W 4WN1Y tsar.-n aaaa Lwtt nus[ nrn vSs mfrc-"+. curr 1 ouo, a eumranimm er aw¢ cwowr mrmn caemwe. u[r +a+sn asos. tw [arw ® ® O hr%i �Y�wY s� i1 2 ` ® D e 35 � aaa r: CL 5Z a "OR CM17 MUCC. NC IL ECO1Na. TILt1T TESTING L[ ENGINEERING COMPANY assa na xa a., ass; vuxeos. rtat. a Pnom: poe)aTl-f slo . r., rm : (am)esl_luf 0719 swn e aaab8 FLG I 0aa r4 Je. PC RCPAA qfa) AAA.& American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Iw¢ SYMMETRICAL HD HDC—HVQ W/ � LOCK (INTERIOR) >a.F,a w lava vw©a ro®fwa. �, tt ..waw nurx BtAMU mu •m-.m a Fua me .0 crxm�.ln uouures .m� euerfl w.-" .1E MuAt. SUPPLY, I,, BRHA TM Accordion Shutter System KV. MADE #1 W/ OR W/O KV.. WINDOW B.PDE NING No 7-107 POURED'CONCRUE OR f "—POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL OR CONCREFE J OR CONCRETE ' 'POURED CONCRETE REQUIRED ' - BLOCK WALL RECUIRED � BLOCK WALL REOVIRED R CONCRETE ' / `f • �� / BLOCK WAfT, RECUIRED E%ISTING GL65 / CON ANCHOR.-4 OC r—Exs11NG Gt158 �( J,' — — ( Ek1511NG CUBS r r }' t. 3' MW. E?RSTINC CVS5 •�-2• Mlny.' I KK $PNU14Ti r /A MN. YPIAAttxi. iD OASs (ATE Fy> , T , • jr -5 I - EO E0t TQ cuss.(SEE It �yeKY(D ` ^ To ISM i1 uti sCRA;AIC,, t I _ a sfET ,/,o'.r MAX ON saFT 19 m+ SOEVAE aJ snx .r ! I• , ; TO eau I= 11 F(XtftFLE(DARS tOCAT AT . CN S1EET ,R FOR (806J M. CLOSER , W S`¢EF ,9 Aw ,n' „�F�M�eME m v SIDE i BJCEi mk PUTE. (LOCATE 1/2' EtNxSpkQTA) r�_.� IoN srur T9 FOR OF ) 1 AT ERNER S E MIN ` I I I ` eUOESik® I/2• MIN. OF 4} I *USE P OR 2' !/AX. S.O.S. 1 jTo.1/z'sM.s_; I _____✓ tJvt APP(1CAeEEh2LT/s'.o _,3 O 16' DO, _____?� O IB' O.C. � AUMINUV CUP AN;U! _�__ T, (600-T5 ALLOY) AT MIDHIDONT 4 ,� (1) 11041/2• sMs. TO(Dk V ' JJ// SCE OETALC04 x } OR SEE GCTM. % FOR I OR SIDE TtlONNTECii OR ®^ I ER/IER SLOE OF©I OR ®P 3 SIDE CONNECTION �� • RAC 6 T -6 1 •®' To TRACKS [[## ®-©•O°'p'\5•®w SEE ITIAh x F -®-!a•�FB,• - •'La- IOv SIDE CONNECTION O-©•p^® ID•®- 10• �LLlI10-0 I - w6 T-a �.©.d-d•dw TO TRACKS lo. ©,p,©w©p ®-® idd L©.p•d-p.p•�- w ®® ®w� ., T END CONNECTION DETAI CTION DETAIL END CONNECTION DETAIL 1 END CONNECTION DETAIL 2� _(3 II FND CONNECTION DETAIL NCRETE OR t DRU TO ONLY FOR SPANS GREATER THAN 12--0• L/—E%ISrINQ GLA55 REOlC11RW BLOCK WAIL— CLASS MN, J To wuJ(_' - O 16• DC. fl F pWa CONCRETE ' 1/2' MIN. ,cc . ANCHOR O �. lO of E1EET LONCfl£1£ �2• I SlIII Na frA7Es(FD 4 ANCHOR 5 i e �k �. 33 4 O ,b' 1\, - ORO /pT MiN. ED t -1e�} _ �,i' Y I MINI 8 OR®OR�OR 2 MIN. 2' MW. ♦ SEE N FRONs dF USE FOR SLA / { - RUOEON SHEET 19 i OR CR I OR T OR j VIEW Y ' t /r}� I OR �1' PLAN PoUREO CONCRETE OR I OR It.'S ` w�-®.pw �•� ®-© p^O.�•®- RETAIL XX CONCRETE 810CK WALL ©•0- �w _lY (TOURED I ®- ' �'�®>p•Q�-d•©- END I INSTALLATION d•®-fl ®-O a C 0 E CONCRETE OR CONCRETE HV WINDOW BLADE INTO END CON NEOTION Ct� HV BLADE OR I ONCRETE BLOCK WALL. FLO t ` •. a2mT mTEe BUILDING CODE Non High VDlocit Hurricane Zone a �•'/R �.\GFlys�::• .S} = 02017 EASTERN MOAT SUPPLY, INC. TM 1 LT1 E C 0, 7 A S S A Accordion Shutter System ■ ■ ■ ■ Kv. BLITE QI w/ OR w/o Kv. VA=w mat �'^ .UY ?�2. i VLLIT TESTING 3 ENOINEER,NG COMPANY American Shutter Systems nftulPnml DATE oaAwTl ¢,,- Lc / ti fi aTss x... Ae9. M, u.. xa xnrnae cucOJs, nom. ATI Association, Inc. I w.o is - All A` ~14 0s5 T/2T t w1E: DT/2T/iT t nwne.: (sos}mT-1s:o., Far ; (aas)nTo- lsn 428H W6strootls Dr'rve a S�ONAt k�� .a''1 mrp rn n ctsam West Palm Bcoc , El 33407 s DRAV/INC No f6- .&P RL 1 07 IIfUt h P.E. A _ c. vI &;Ep Or UI' or to ' ONE H.V. LOCK 0 Or 0 or r LOCK (9 W/ NO LOCKING RODS oor CENTERMAT@ 28@ 29 W/ ONE 1()i' LOCK 30 W/TWO LGnX 4C, A$-0 IKC711 %��4 NAM. NDUNRNG R90R CDUfb3 bu) 40NhTING MAXIMUM SHUTTER SPAN 'I' 'L+' OR "L-' (ft.) FOR INSTALLATIONS W/ ONEC LOCK or or W/ NO cmXNG RODS (SEE NOTES t tt) WNGRETC h WOOD MANY AS0. CE"*.'N PPESSWL YVIL 4tKa"'IG (RAM'x4K/. nOnRfEbLIN6 MOUNTING(. m -1 MAXIMUM SHUTTER SPANK= "L+' R -L-" (Ft.) INSTALLATIONS LV & W/ ONE HV LOCKS OR W/ NO LOCKING ODS (VALID FOR MOUNTIN00 SHEET 7) CONCRETE A.S�dpM�Nx INS]AtyNIGN3 painp R0.R/CCMT. IAOIIMIML MOPE A uc¢rvnN n LA In1 I t-W JD 16' 40 14 45 'J'So '-t'S3-1 t'60 M-21•-2- -t I'65 '-1'70 -4'-9' INSTALLATION ' WOOD WALL M. N, 0. P0MOUNTINGR. S, &FLOOR/CEILING T, U. W &kMOUNTING 0 MAXMUu SHUTTER STAN -L+- OR Y= FOR INSTALLATIONS INTO WOOD SMALL BE UNITED TO 105 pst, AS.O. DESIGN PRESSURE RATING. t HY CORNER CENTERMATE fJ MAY BE USED AT ALL MOUNTING INSTALURONS. LOCKING SPECIHERGEN6 3MAL1. BE 9 INDICATED ON MANDATORY CONDITION 12 NOTE 15. SHEET & tt EXCEPT THAT MAHMU1A SHURFh SPAN Y+' OR Y= AND MAXR(UM AS.D. DEEING PRESSURE RK'NG FOR INSTALUTONS INTO CONCRETE OR CONCRETE BCOa( CANT. BE UNITED A9 MUOW5: f- CONNECTIONS TO KEYSTONE MOUNTIRG LIMITED TO +64.-72 P.M, AND 8'-0- SPAN; SEE MOUNTING QON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARgTION TO GLASS 1 THRU 3 T" 02047 TATEEO,;Nc 1 LT_TE C O FRUIT TESTING & ENCINEERING COMPANY ".'M a. a., a,. m M6tlmN crams ncP " Pharr : (JMie)I-15l0 . Fur : (!06)6]t-iJ31 a-, m1: DmCRPIpl.cem [8-0W6TB wALS[R 0. TtLr :c P.E MRPA LT.. ! a44b> HV BLADE A.S.S.A. AmeNcan ShuffeF Systems Association. Inc. 4268 VlOctroO¢s Drive West POIm Bloch, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSRIVE A50. DESIGN PRESSURE RATING. L-: MM1k, ALLOWABLE SPAN FOR A GNEN NEGATIVE AS.O. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MA\1MUM SPAN FOR WALL MOUNTINGS (TOP/BGOOM) OR FLOOR/CEfUNG.,. GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. DETERMINE n'A%IMUM SPAN 'Li FROM SCHEDULE. GNEN A N€GATwEE AS.D, DESIGN PRESSURE RACING, DETERMINE MAILIMUM SPAN %- FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN NS EQUAL TO THE MNIMNM DETERMINED SPAN BETWEEN 'L+' AND Y-' (3) PROCEDURE TO DETERMINE MoftMUM SPAN FOR COMBINATIONS IN EETNEEN'WALL MOUNTINGS W/ FLOOR/CLUNG MOUNTINGS: FOR A GIVEN PO HW AS.D. DESIGN PRESSURE RATINC: DETERMINE: U♦e MNX. SPAN FOR WALL MOUNTING INSTALUTIDNS a+- MAX. SPAN FOR FLOOR/CEILING MOUNTING NSTALLATIONS. MR A GIVEN NEGATIYA A.SD. DESIGN PRESSURE iATLNG: )ETERMINE .1-e MAX. SPAN FOR WALL MOUNnNG IN5FAUA7IONS. 2 MAK. SPAN FOR FLOOR/CEILING MOUNTING NSFALLATIONS. MAL NAMMUM ALLOWABLE SPAN IS EQUAL TO THE IIMMUM SE VN Y+4; Y2+;'LI- AND'L2-' 4) GO TO ANCHOR SCHEDULE YAM FINAL MAXIMUM LLOWABLE SPAN AND NEWTNE &S.D. DESIGN RESSURE RATING TO DETERMINE MAGNUM ANCHOR 2017 KV. DAM g1 W/ OR W/0 HV, WVIING No 17-107 3 SILL MOUNTING �mmm"umme mm®mm�QC lama, In N 1 MCI common o� ' mmmOm©DC mmmnoovo mmn®mFJQ� mmm��IUQIo ' mm0 OOC m�mppmoovoQoo mmmmnQQe mmnMmQQo 3EMES Qe mMMpOQQoo O��®v00o ®ntv®QQeQo �pmp®O®pQpOOQO ' �®IE�mQOOOO tomtoQvo mmnoQvo� omQQQ Qo meriumn mnQ lm== I��000000 o1v000QQ •mmQOQQQ� mmQOQQQO �3OQQ000Q m000 a000 m00000QQ ' tottaQQotaQo mt)aQt)aQQoo oQQQolvoQ ppQOQOQQQ 13G]voO0o00 MOUNTING IrcduraersalRa IOfnplpC Iv©�m_ta�m(o I�7�d C nfI70QC ra Eumo 0®000 DO1"wo ©KAM==o oC mODOC ©pmpQQO �F�lOOO vovoo mM=MM ®OOQO ©Qo)otla mQotoo 11QQ00 OQQQdo vQQ o O m m O w ME=== OQQOO SDR'J!W S 1. ANCHORS TO SUBSTRATE SNAIL BE AS FOLLOYIS: (a) TO ELOSnNO POURED CONCRETE: (Yin r'0 - 3 lal MOUNTING - 1/4.0 TARCON OR TOCON WxN ADVAAYED MRENCMRY iECION0IDGY ANCHORS. AS MANUFACTURED BY I.T.W. T.W. IRALO Oe , re ANCHORS SPMNIiCEND - 1/♦'¢ . 3/4• ALL POINTS sous -SET ,,,M AS p$IIBBUIE& BY µE Fears so,,,. BOLT k SPEMW aohep I' . (IGn. rc . J loi) - 1/4•0 BLUE TO co. ar IE AKNon W/ w AS YA RchvRE9 &/ nORNA FA5IMf26 f]RECf, M. (Yin. fc 90 20 N-0 20s - 1/♦•P TARPE+ AKNONs AS NµUrXMM BY MITORS FAETENCRS. RIC.. AND DN ANTED BY ALL MATS SCREW, BOLT 4 SPECXW im ANEO e a ¢ a NOLOGY caor` Y OR 4NY OTHM OPRDVED UCENSEO OR AUMONRED JEOOR REGI' RRED WRN ME NLERMl.4 SHUTTER sYBTEYS .0 ac han, INC. 8 B B e (Yin, rC - 3 Ice) e B e ! _SETB CAP NOTES5 A.9 Macau ENBEDNDR we FEVAEB CONCRETE OF TARCON OR TAPCON RIM AWANCED MRFADfaPN TECHNOLOGY HUMORS AND IYPPEf B e • As Mwo is a 1 3/.•, Awe FOR RWE TM W/ W A CINORS M 1 1/2%�. e B 6 3 5 A3) RNFAM ENBEUMET OF 1/4'0 . 3/4' all. Palls SOLID-sEr INCNORS SHALL BE T B• N, ME Murat INTO sroacs_5NA1 BE PEAUITIED. 1 ! 1 Ca4CRET& NO EY eB'➢YEM e ) SS ♦ • 5[L w,Tn'rns ri vsE FmI / •¢-20 S.S YALTOIE SCREW 16WSNVL BE 1 1/2• LIINO YwwUY SIWVIp S1UC[O n B e !J RISC G `'x`E) 1R E%al. AID 1 YWIWY FOR WAyS W1M NO $IUCDO. PN CASE MAT PRECAST STONE, PPECAST CONCRETE PANELS. PAVES ORIANY VENDER BE FOUND ON ME DOSTO'G WALL OR n00R, e e !3 )5 ANCHORS SMALL BE LONG EN'GININ To IeACX ME ILYN SiPUCTURE BEND $W WALL nN s M ATICNOPAGE SHALL Be M WdCAED dl n e ♦3 33 NOTES Al) h A2) As 5 wsraLAnax 0a0 usw FOP ANST/LATIONS ON YOTIL SONG OR IRSTOMOR leha r NET, Sr,RS CONSTLLT M,; M,R,mR FOR e ¢3 J3 IM NLTAL SRN$ SEE SKEET 20. ! ¢ 4 - (B) TO cosTINC CONCRETE BLOCK: (ASH ) 5 3e ] - 1/4'0 TAPCON OR TAPCCIN WRH YAM= MR Cft hOXHOLOLY MCHOns AS YN UFACIUREO BY LT.W. BURDEF. A se 4 3 - 0'0 • 3/4' ALL Fes"s sous' -SET OHCWM A 06TRBUlEO BY ALL PORN BETTER. BOLT & SPEfly1Y co~. 3 U - - - 1/4'e BUR: TAP CONCRETE ANCHORS W/ CM AS Y.4NFAC1uP.Ep BY ROIOM. fAEORECT SInAs . M- 114.0 TOPE. ANCHORS AS WTNFACTURED BY POWERS FASTETRS, INC., ANO oshroU1FD BY ALL Mars SCFEw. BOLT a SPE rr e ♦ J - LDNPANT OR off OMER AP Ncha` UCFNsoo OR NUMDRDEO YMDOR RE i RED HIM INE MIERGAN NUTTER MIEYs ASSOCINnOn, NC. 33 - Norm F : _ &l).N NNRM ENBEOUEAT INTO CONCRETE BLOCK Of TAPCON._BLUE TO W/ CAP MC,,Rs AND TOE P♦ ANaIDRB 5 1 1/4• AND TAFCON 3 TOM FIAANCED MRCIDFORU TECHNOOGI AICXORS Is 1. &2) NMMIN ENBEDNEM OF 1/4.0 a 3/4' ALL POINTS SCUD -SET ANCHORS ISIWI BE TARTLY EEW BED INTO ME CONCRETE BLDCN, No I ] ENBEDuEN1 INTO sh&CO SHALL BE PERNRTED. 1/4' 0-20 SS W E SCREH USED SLPLL BE 1 1 ' 33 - _ LOST. AND 1' NNIYIIM FOR NALLS HIM Ns' Srucco. /2 LONG NUB NUN SHOUlO SIU[CO I - 8.3) IN CASE THAT PHECIST STONE FREC CONCRETE. PA4EL5. 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