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HomeMy WebLinkAboutSETUP-INSTALLATION GUIDEGENERAL NOTES: 1. eERTHA µV. KWIRpWN SHUTTER S15TEN 4i0WFl ON nViS PRODUCT flALWTWN 0£ ME DOCUMENT (P EO.} HAS REEN V2RIFlW FOR WNPILWCE W KYOROANCE WWITHWE]Of) (ON EWRW} FLORI04 BUILDING DOGE THIS ACCORDION SHUTTER SYSTEM SMALL NOT SE WSINUXG AT HIGH VE H WANE ZONES. DESIGN WIND LOADS SNA11 BE DETERkONW AR PER SECTION 1620 OF THE ABOVE MEMiWED WOE, FOR A &%SIC WHO SPEED REONRED BY ME MOWI TION MORE SHUTTER KILL DE �SHEETS 1 WPN A 15. 10 &AJtt FKIOR KOmO.M. WHO MCC 1-10 Me SHALL NOT EXCEED ME MAXNUM MoS ) DESIGN PRESSURE RATINGS INRCATED ON SHEETS I1 MRU 1s. 19 & Z0. IN ORDER TO VERIFY ME /ROVE WHOWIM, ULINATE OESGN WHO LOADS DETERMINED PER ASCE 7-10 SHA L BE FIRST REDUCED TO RSA. DESIGN WIND LDA06 BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (&SO) DESIGN PRESSURE M RI INDICATEO ON SHEETS I I THRU is. 19 & 20, W ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.. AS TESTED, WERE NOT OVER STRESSED, A M S INCRUSE IN ALLOWMAS STRESS FEW WIND LOADS WAS = USED IN NOR ANALY W. HOWEVER, A WINO IMMICON FACTOR W.t.W M USED FOR VERIFlCATWN OF FASTalM W WWO. DERMA H.V. ACCORDION EN R A SYSTEM'S AOEOUACY FOR WIND AND LkW E MISSILE IMPACT LOAD HIM BEEN VERIFIED W ACCORMANCE WITH EEGW, IIW.1.2 OF THE ABIDE MENTIONED WIDE AS PER All REPORTS: -W BUpE () F0214.01-03, (0)15.01-I3, (1004.01 -05, 11214,01-05, 10317.02-06. 10609.01-10 AND 00210.01-I1 AS PER TM-201, TM-202 AND IM-203 PRDTWOLS ME AS IN E-IB86 AND E-1996 STANOAROS (MISSILE LEVEL D. WIND ZONES 1, 2 & ]) & /1220.01-10 AS PER AS WI, 203 & 20 PROTWOLS LARGE MISSILE. -W WINDOW SHOE 8 /0505.01-08 AS PER ASTA1 E-1886 AND E-1996 (MWNX LEVEL D. WIND ZONES I, 2, 3) BASIC PROTECiWN ONLY AND 1 0725.01-88 M PER TM 2E2 PRGTWOL 2. IN BIADE(D AND W WINDOW BVWE ® ARE ENGINEERED TO WORK IN UNISON WIN UCH OTHER UNDER ME GENERAL LIWATWNS AND WNDOIONS CF USE INDICATED ON SMEEF 19 3. BERTHA N.V. ACCORDION PINS (W SCREWS). USED AT SLIDES KNWWE AND FOR DIRECT MOUNT CONNECTION TD TRICKS SHALL BE $14.Z75- AND /14A1.75' RESPECTIVELY, 410-M MINIMUM SERIES GTA g-ow STEEL SCAMS WIN IN 135M M( YIELD STRENGTH AND IN kH TENSILE EMENCYN PINS SHALL BE COME, WITH BPT A W C7M,,DSNMM COATING SYSTEM A9 UMVPCMRW BY ACPRDYLD CORING APPUCATORD. REGISTERED Y AMENMAN SNUFER 5YBIEMS M WNRpN. PINS MUST BEAR ME HV MARt9NG ON MDR MEAD. 4. ALL ALUMINUM EXTRUSWNS SH4LL BE ALUNINUM ASSOCA WN ALLOY AND tEUPER M INDICATED ON SHEETS 2 AND 3. UINNUM WELD STRENGTH FOR 083-T6 ALLOY IS W, Me AND 35.7 MI TOR 6W5-TS ALLOW. 5. AL SCREWS TO BE STMAU SS STEEL W4 OR 316 ASI SERIES OR CORROSION RESISTANT COMEO CAR80N STEEL AS PER DIN SW18 WITH 50 MI AN. OELD SNSNCTII AND 90 Mi MITI. TENSILE STRENGTH. AND SHALL COMPLY W/ RORMA BUILDING CODE SECTION 2411.".4. 8. COLTS TO BE ASM A-W7 WLVANMEU STEEL, OR AS 304 OR 316 SERIES STAHLfSS STEEL WFTH 3S kW MINIMUM YEM STRENOM. 7. SEE ME FOLLOWING SHEETS FOR ANCHOR SPEGFlGRONS; W DUDE 0 : 12.13,14.15 AND 20 MY BLAIE () & O WORKING W UNISON: 12. 13 & IS 8. MIS BERTHA RV. ACCORDION SHUTTER SYSTEM BURS A U.S. PATENT J8'779,582. COMPONENTS OF MIS APPROVAL ARE COV'cAEO, W "OLE OR IN ➢ART BY U.S. PATENT /S458.179 ISSUED TO EASTERN MEEK SUPPLY, INC. 9_ IT SHALL BE THE RESMNSIBIUTY Of THE CONTRACTOR TO VERIFY THE SOIMONESS OF ME STRUCTURE WHERE SHUTTER S M BE Arpt,,M TO INSURE PROPER MCNORKE CONIMCIOR TO SEA4/CAVUC ALL SNUFFER CO IPCH ENT EWES WHICH RENNµ NNU FASTENING IN CONTINUOUS CONTAIN WRAP ME BUNTING TO PREYc'NI WINO/Mil WTRUSWN, 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A NSULE PLACE WIN WARNING NOTE DURING PERIODS OF IAIRRKANE WARNINGS HOME OWNER, TENA I, OR OTHERS, MUSE PROPERLY CLOSE Ml HV AND NO CENTERMATFS AND ENGAGE OR LOCK AL W AND NO LINKS. 11. SHUTTER MANUrACN S UBEL SHALL BE LOCATED ON A READILY NSIRLE LOCATION AT ACCORDION SHUTTER IN ACWROAFCE WTN SECTION 1709.9.3 OF RORIM BUILDING CODE. ONE LABEL SHALL BE PIKED MR EVERT OPENING. LABELING TO COMPLY WITH SECTION 1709.9a OF ME FLORIDA BUNTING RIDE 12. BERTHA µAP MCCRDWN SHUTTER SYSTEM'S INSTAEAnON SIIAL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING Me ZONING KGULAnW$ PROVIDED BY ME JUDWIMON WHERE PERMIT IS APPLIED To. 13. (a) THIS P.E.D. Fg PMHM BY NOS ENGINEER IS GENERIC AND WES NOT PROVIDE INFORYMON FOR A SHE SPECIFIC KNECU i.e. WHERE THE SITE CCNDBIONS DEVIATE FROM ME WED. (6) CONTRACTOR TO BE RESPONSIBLE PER ME SELECTION, PURCHASE AND Ix9TALLAWN INCLUDING UM SAFETY Of MIS ritac=, OME0 ON TAPS P.M. PROVDED HE/SME WES NOT DEVIATE FROM ME CONERT10.NS OETAILEO ON THIS DOCUMENT. CONSTRUCTION SURETY AT SITE IS ME CONDUCTOR'S RESPONSBUTY. (C) NIS PEG. WILL BE CONSIDERED INI IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR MCMTEW WINCH WILL BECOME M£ ENb OF RECORD (E.O.R RESPONSIBLE FOR ME PROPER .) FOR ME PROJEW AND WHO WILL BE USE OF ME P.E.D. ENGINEER CF RECORD. ACTING A9 A DELEGATED ENGINEER TO ME P.ED. ENWNEER SHAL SUBMIT TO MI5 FOR NE 911E SPECIFIC DRAWINGS FOR REVIEW, (0 ORWINAL PXM. SHALL BEAR ME MIE AND ORIGINAL SEAL AND SOMMRE OF ME SCANNED BY St. Lucie County ENGINEER OF RECORD TART PREPARED IT. PCs" 110100. WC: IL ECOE.a. 'C7. ♦ i 1y TIIDT TESTING & ENGINEERING COMPANY Nu n.W. ]ra. M.. sW.:�, vvem. as GA94p:9, HOrs'N 6] ,FA aPNAt� ,r,, IiQ4nlniRfilS'Iflfn(: /f1ATF RB FLUTt9 «AL*LP.E. nORD4 Li:.I.11 1. ALI4) TABLE OF CONTENTS OENEML NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SEff 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 35-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DUAL AREA 2; HV RI A (1) AND HV WINDOW QI At1E (pl (WHERE APP I .AB E) 1)14CA. SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 MSTAMATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-U, CONEREIE/BLOCK SHEET 7 CENTERWTE DETAILS W SHEET 8 CEMERMAIE ALTERNATING DETALS HIM SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BWCK SHEET 10 MAXIMUM SPAN TABLES SHEET II ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLINK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION OEAIES S-X, MW SHEET 17 ENO CONNECTION DETAR.S 7-12 & X, WOOD AM-3: HV WINDOW FIT ADE QAl SHIM I6 ONLY TYPICAL SHUTTER ELEVATION AREA_ 4; HV WINDOW IRS AD in ON SHEET 19 Y INSTALLATION OCIMLS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA AAA.& American Shutter Systems Assoclatlon, Inc. 4268 Westroods Drive West POIm Beach, FL 33407 w'c W xLM WILY. INC. R H DM Accordion Shutter System KV. a" #1 W/ OR w/o V. PINDON aeDE AIMING No 17-107 O' 1�HV SOLD BLADE COVERED UNDER US PATENT If 5458179 1� HV WINDOW BLADES/ OF USE OF BLADE-4RION SHEET 19 �HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ W SLAOE I -MS3-T6 ALLOY 0 SwPF0 � I--191Y o. J 03r- - n3' 60' _ aio 670 e' _ a5zp• 11 HV CEILING HEADER 0 FIED FOR USE W/ HV SLADE(1 ONLY. SEE SECTIONS FOR VALIDI'TDY�- 6063-T6 ALLOY AND TEMPER �1-/6, SIDE�ANG Fc QUALIFIED FOR USE W/ HV e.4 P it L 438• iHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ W SLADEQ) 6005-TS ALLOY AND TEMPER OWE 1p HV HEADER/SILL OUALIFIEO FOR USE W/ HV PAADECDONL 6063-T6 ALLO AND TEMPER ALUMINUM ANGLES QUALIFIED TO USE YI/ HV I�ONLY. BLADE 6963-i8 ALLOY AND TEMPER �OUALIFIEO FOR U(S�'1JE WTI N BLADE I 6063-TS ALLOY A TEMPER. (8)HV WALK -OVER TRACK QUALIFIED FOR U,S�)E W/ HV BLADE ND 6063-T6 ALLOY A TEMPER C6NPONENT A B 1, tt 2" S" WE..,' 1/6' 1/6' �6 2' v .."J 0.I92' 0.19z" i 19 2.5' l' MAIL 0.190• (0,190' 2' S'NAX.i p.i09" O.q1' (J)HV SWIM)! STARTER QUALIFIED OR USE W/ HV BLADE jl) 6063-76 ALLOY AND TEMPER p' sa+• 1 64z 12 120 9 HV TRENCH TRACK QUALIFIED FOR USE , FN BLADE Cl) ONLY. 2 'CORNER POSTS ALIFIED FOR USE W1 HV BLADE 606 nLLOY AND TEMPER CG HV RAINGUARD QUALIFIED FOR U(�1)E 9r/ HV B AOE I 6063-T6 ALLOY A D TEMPER. Lti'. NN>".- r,q �P: '�jCENSF ,• �y a./ TATEp t Oy, 2C� t+,:'' Cs'••., RID a4A alt �•. '�'/(7ppa.'..cp1>aG� p11 o r �ri.l w llmS r—, ."17 TLMO. WL �L A■S■S■A■ American Shutter $ 9tBTD Y Association, Inc. 4268 Westroods Drive West Polm Beach, FL 33407 02017 EASTERN METAL SUPPLY. INC. RTHA VTM Accordion Shutter System KV. BADE Ai W/ OR W/O HV. WNDCW BLADE TIWT TESTING h ENGINEERING COMPANY a1u N... x: a, z«. m L 6 mz Dwp v,a P.a..: f3a3)ar1-13]p . ra: (305)611-1aa1 a0_amar,P wureR w nm ". P.L. FtiORDt tk. 1 44167 N p[SLMmaN DML OPAWN Bv; LL. OLD 15-Oes are o7/2r/n x x DRAWING No 17-10% _.._— A PRAY 'Y RAWR f ANQN LOCKER FOR "T" LOCK Nrcauerr QUALIFIED FOR USE W/ HV BLADE IOONLY 6063-T6 ALLOY AND TEMPER 1917 O6J' mm�( 21.' =t a N71 tea' HV MALE "T" LOCK CENT aF YdTC QUALIFIED FOR USE Vel HV BlAOE 1�ONLY 6063-Tfi ALLOY AND TEMPER V RD CENTERMATE W/ No G ROD (g QUALIFIED FOR USE W/ HV BLADE(& Al V 6063-T6 ALLOY AND TEMPER �jN[OCKING RODRODA QUAUrIED FOR USE W/ W BLADE01 6063-T5 ALLOY AND TEMPER ,)INSTALLATION WILL REQUIRE A 7/1W Lt A P J J)A �} HV 3y�[�j�8"m—i6 ACj SAL / m ) txflfl0[) aE 451 318' ` I 6M+a556«wWR n _ T' ^I wrtDl lomre .ulEn) ' 1. 25 " T' ®HY LOCK ® HV EGRESS LOCK p ex " QUALIFIED FOR IV/ HV QUALIFIED FOR USE W/ LN :o ONLY. BLADE Q.& (91 ONLY. 0 FOR USE W/ HV BLADE I ONLY -.250• D.D. 063-76 ALLOY AND TEMPER �Sle_ x0 T $CFEw " ,� AfIER RIVE(WG p* 1 /4.9-20 K 3/4" BEFORE Rlvc'Dxc S.S THUMBSCREW 1/4"10-20 RIVNUT" "SERIES WM.WAVcV✓ x02.- ( a ALLOY) RUMR,jKO RUNG[ Iryw 1.62:G O'D NVRERI. PIFR F ter.. AD, IMEY .1rc0 c Avg ♦ 566• I 61FPM T4TOgy PAiy➢Pi,N(. N[q JLCSEY OqN � EW/L NTERMATE HV "T" LOCK HV ALTERNATIVE LOCK FOR USE W/ HV BLADE ((1�ONLY OUALIFlEO rQK USE Q1 HV QUALIFIED FO USE VI/ 6063-t6 ALLOY AND TEMPEpl V11W BLADE Cr ONLY. a AGE �ONLY. J.161 I 6 WU WMERRM +DER DR 1 L1yN0ER N5 •P J ^ n c 0.575' Mn. r" 1 .12r Ma.. ODo �m O.. Hb CENTERMATE'S D' RT QUALIFIED GOR VSE vl/rip TENPEgE �& ( y 6063-T6 ALLOY A OD cttwOm :. — OR KEY '. 1 5 LvuxOFn ry R LOCK ® HD LOCK {3� HV 7 /4�-20 AISI 304 `SIERg 9Y REGENT MARMARE MOR03E LOCKS SERIES 2333 HOOK BOLT LOCK. IES S S. THUMBSCREWS OUAURED FOR USE W/ HV BLADE QI & 'SA QUALIFIED FOR USE VI/ HV BLADE tW RnBIOe rutunw, Mnctu,... IL_, IN— _... u E1tl• � 'TTPZT r P *.. * q ST•A �--- 7 20C1htwco' WG I L E C O INC. American Shaffer Systems A980CIaffOn1 Ina. 4268 Westroads Drive West Polm BeOeh, FL 33407 62017 EASTERN IJETAL SUPPLY. INC. RTHASSA M Accordion Shutter System KV. HpOE #1 W/ OR W/O IM WNI(A4 a -AM TILLIT TESTING & ENGINEERING COMPANY ma «.". A60. SL. M.. AR6. eumA 60m"ti RRNM m10 Pm", (w)en-uaG'F. (1MAI1-1u1 �u-morals wuTCR A xW t Je. RORaA Uc.. j NISI n. « Drscurn6x INa 6runx 6R: Lc. 1 pA 15-065 )/ti/1 wrt: 0)/2) t) • 5'S ' A •�(U Qecnreaaa..com �E tf {�1/ .....(. 4+ee sVAI"Rl� rl\�11e P F•'hF A inl4rATr x A DRAVANO No 1 / O7 „-„- 6 SHUTTER ASSEMBLY SCHEDULE FOR HV Ct HV Q1 QI HV BLADE 1 ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'x3/I6- THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RIVETS © W 1 3/4' ACCORDION PIN W/ @8 HEAD ® IIV 2 3/4" ACCORDION PIN VI/ #8 HEAD r ® I POLYCAR80NATE IMPACT RESISTANT NV WINPOYf {SLADE KNUCKLE FOR Wflf Y Ogig (1) HV PIN E) SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV IQ OR HV (9 BLADE. �,PICAL SHUTTER ASSEMBLY N.I.S. (2) HV PIN ® MAY SE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D op.]za• BLADE WHEN CORRESPONDING TO INSTALLATION "It`. SHEET 7. a48-F- Q (3) HV PIN g OR (DW/ 1/2" O.D. 1/78" THICK S.S. WASHER tYP O SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. Al SHEET MJDE5 KNI mr IWP) 2 EXTERIOR w 2 On .1815' 0625' BL.CiE .625' w y • D625 .0625- / }k PO' YSARBONATE IMPACT RESIST HV WIND0W �/, SAYER NAKROLON 3103 POLYCARBONATE RESINS, UV-STABIUZED GRADE OR SASIC lip eua eo]1�]uE INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE 'F" ON SHEET IS), POLYCARBONATE SOURCES FOR 4 /raner2 rssi � e� m •04m R6FPLCx �I,�rz m vn apxrx: SratnC CMw[I /SlY mR 60U P/n• AA4]. b(in' SIP(Nrtx AS41Y 003) o.,.L 9yA nm.0 xrevxr... rmv xrw ,.4�W : .- rAtm R NCMri r:cptW3 pIWA] Asn mn ]40.ap] Ru YSAA wt x]mwn lzrn .wv msv w n-rt/. n rt-er wov0 KxSnr' Am ore•] 4r2 x t45 i uAt wrz n 6uxxv a1M onu r runs c-r vvs sor laanw - ♦s]ir olA» ` a Y wa Y rrep¢m.. AsIM my rear ]16EInM Niw Rrxuwxc ary e]e v]v] au wto R.F rwac sreas eowE nvrNuwc rsrx we Nel v.+c 6eev wa. ' �. o:IN, TN]EM, mC. IL ECOIwc. A.S'.S'�A� 0201I EA5IFRN MUX SUPPLY. INC. B RTN H TM Accordion Shutter System '• American ShuBer sysIems Assoclallon, Inc. 4268 Westroads Ddve West Palm Beach. FL 33407 Ky. BADE pl W/ OR W/O KV. wNm BADE • ?�L aYC O•'•. p; • 4/ .� TILLIT TESTING & ENGINEERING COMPANY N}J rv». Afn fl,. 5k. I00. NPC.W EMMNS RW4C4 ]]r fMne : (J05)871-1530 . Foa : (]p5)911-101 p-pp06215 WMCR 0. , 1 41 P.E RORDA L1G T U16T n. x AEuxIPnON 'N"I eNNx.IR Lv, I oLD is-oes /try] wrz: oz v/n s/•••• s'•••N��d11Imac^'" DNA.... 0 1 GCAI /hlnAlAil iv[ lnei[ 2 y DRAWING No 7— t O7 norm ♦ y f� ilttttttttirl"_rrun�t_r,�����;� tttttttttttttr,Tatn �II III � I I i•�,. D I�� �h I � T . � I_ o• o• o• a o• © o o• a o a o• o• o• I @wc o-c io-w TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. *N0TMMN HV LOCKS AND CENTERMATES• 1, MMmLTDRf CDNONION N• ONE WV LOCK HT w 8 SHALL BE USED AT 1/2 OF SHUTTER SPAN MR ANY SPA, OR lY PE0L2 OR BE�LOW ,f2 OF SHUTTER SPA4 FOR 6PA15 UP TO 105", AND FOR INSfA1 TONS T A(1' ELEVATION, HV LOCK iTj er �1` MAY BE USED AS AN WSIOE OR OUISIOE LOCK, ATTACNEO 1Di OR Q cMATEs W/(2) 1.1 1/ro-2O . 1/2' LONG FIAT HEAD S.S. U.S. LOCATION OF LOCK SHALL BE AS INOICASED-OR Z... _._.._.. _�._.-'•IF DEBT OUTSIDE OR FOR SECURITY PURPOSES, UP TO TWO Nv ED AS AN DE OR ORLOCSHNl BE AS AND AT EEASSIH ?E AB ITPIGL SHUTTER ELEVA ONION OF LOCKS TO CENIERMATE$ 2� 25 ���TIO���������1• LOCKNG RODS ARE NOT REQUIRED AT URRICANE POSRION. BUT IAAY BE USED IF D SIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS a OR AN ALTERNATIVE DEVICE " MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION,. I NY l Ill SHI BE USED AT CORNER R AHT SPAN AND INSTALLATIONS AT OUTSIDE OR INSIDE LOCK. ATTACHED TO 03 CORNER CEN,ERMATE W/(2) 1/j 0-20 v i/2' LONC FLAT HEAD B.B. M.S. TWO LOCKING RODS Ct AT TOP h GO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULEB SHOWN ON SHEET 12. s. SSI 1 •ONE ALtFRNATE HV LOCK $gGG Al BE USE IN UEV Of IN LOCK or FOR ANY BPAN AND YS INSTALLATIONS AT ANY ELEVAlON. ALTERNATE LOCK MAY BE USED AB AN N510 OR OUTSIDE LOCK. ATTACHMENT TI,=, OF 1/4'0-201 S.S. THUMBSCREW TO Ih OR Q CENTERMATES SHALL BE MADE W/ 1/4-0-20.3/4' ALUM. 8�� RAINUT AS SHOWN ON SECTION HIM SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR MD LOCKS AT I/3 OF SHUTTER SPAN. 6. MANDATOR/ MNDnnN /3 FOR KEVBTO c lump WSF 110N5 ONE HV LOCK SKALL BE USED AT 1/2 OF SHUTTER SPAN FOR AHY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO Be. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 6 or 0 or C MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO Q) or @ SYMMETRNIJ. CENTERIVIES W/ (2) 1/4'-20 A 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS I& 140 OR 0 TOP AND BOTTOM BE COMPLETELY MANDATORY. CORNER "NOTES ON HV "T" LOCKS AND C NT RMATES: OF OF R NERCEITE •II- SEa3N0 ALx]DN1F TD LLwpA T• pRp(ppN 1 VA ONLY Fall T (( - Ccr—� �_ WINGNUT MI TOP •NOTES ON HD LOCKS & CEN RMATEc• /,-. I. ND IaL'1(61 W/ HD TxERMAlES /]'1 DR (]] w/('=1 : ONE ALTERNATE HD LOCK yya MAYBE USED W LIEU OF MY LOCKS (T} OR p FOR ANY SPAN ANO INSTI IOM AT ANY ELEVATION. ALTERNATE HD LOCK &, MAY BE USED AS AN INSIDE OR OUISIO LOCAL ATTACHMENT OF HO LOCK UM TO E I 13 /8 [ 3/B" rK S.S.M.S., AND INCLUDES RDNFORCENENT INSERT AS SHOWN ON SECTIONS HII3- AND HDC-HVC. SHEET 10. LOCK NAY BE INSTALLED AT MIDEPAN OR 12' MAXIMUM BELOW OR ABOVE MOSPAN, USE OF LOCKING RODS gP' S COMPLETELY OPTIONAL. 1,1'.\Y`•^ • . .!/• i LtcenisF•, �9 ' Q •. TY�' 02017 TILTEW. HI �L TILLIT TESTING a ENGINEERING COMPANY ,.ystems I PK. CWn.. Sxlrca . m. aIl4H6. ,DDnch" AIMY, Ph— - (305)07I-I530 . Fo.: (MR71-1331 -Rm "l�.wev9.w„ wuxA A BwT 41 P.E. 0i01i9A 1 1 44167 AI.S.SI.AI. American Shutter ASS00tO11OO, Inc.inO. 4268 WCet,_.d DfiV9 West POIm Bench, FL 33407 CM17 EASTERN UE(AL SUPPLY. INC. R. TM Accordion Shutter System RV. BODE QI W/ OR I KV. WNDOW BADE otscmmw o4x oRnlw a,: Le 1 OLD 15-085 7/27/1 'RMD 07/27/17 •.-_ss� •• \�11,11 DNA! �N,,H' P.E. S&CISiGNA`IUREIDATE 1 3 DRAWING No 17-107 ° SHEEf CWCRETE ` SHEEr i}) REWIRE) • xEWIFCO I.I SS. REQUIRED _ c0wcRv ANCHORS : ,7 ,B �EYitVNE (SE€M%INttHI®ON SIRC171 ' I CONCRETE ANCHORS us_NINE SCREWS Nc CRE (SEE SCHEDULE ON W/ 1/4"-20 (SEE SCHEDULE ON SHEET 13} - - SHEET 13) NIBS O 12" O.C. • TO Z )— 1 as I4 L} Nln. I K•a_ / 20.}/r ss. - um. r i _ .___ 1/2 EO E uzCNNtL SCREWS USING 1/K•-20 NUTS .Vz. EO r EO� I— clr o.a I E 0.• .23D" MRv. __ -- 3 w S `-'' I I ©3 OR IS D .250• MOv. E D.• ' I I .2W �'. �CWIONd : ED•�t11 1 NR.. l I OPTIONµ M ' M.aa' 97W,2 wsm °mar 1 OR 3 MLv. SEPAWbN 1 �'a Ersswc- 10 0LA55 SCFEWLE ON "M Il) jqS I GL S--F—(SEE ^(SEE SCNEWIE CN SHEET cx15Nffi Glwss--, V D S OC HV WALL HEADER INSTALLATION HV WALL HEADER INMALLATION + KEYSTONE EXISTING GI ypyA r ' ,.�� 1 OR 31 r1 I MIN. SEPARAMN TO cl fi (SEE SCHEDULE ON SHEET 11) r J Nai12 (� 1 MIN, SEPARALION i0 1 I IXI mS—i GIAiS y�(SEE ER SCHEDULE ON SHEET I i) � I 9�d® E>'oss—. f 'I�-OPnoruL RN i j ORNONµ 1/4' Mb.. -y I L Mar. i i f Q w 15 18 LEO EOJ - 12 R(D4 \`\ `CONCRETE A 6 I EO (,'��� l_/" 18 401; 0'1. S,E E4 PN:WPS IRU55 HF/a MRCIIINE SCREWS USING �` ` Wrt� [CNCREIE pNCN045 I/.0-20r3/H' SS PHwes (�.1RUSS MEAD MACMrv£ SCRETRS `(SEE U ON CONCRETE (SEE ECNE011tE ON SHEET IS) 4 1• J 1/e•-20 NUTS 0 12" O.G. um. 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SHEET S. tt EXCEPT THAT MAXIMUM SIPJTTER SPAN 'L+' OR'L--' MD M.NxIMB A&D, OESINO PRESSURE RATING FOR INSM,,ANGNS INTO CONCRETE OR CONCRETE BLOCK SHALL BE UNITED AS FOU06S: I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 PSA. AND 8'-0' SPAN, SEE MOUNTING MOON SHEET 7. SEPARATION TO GLASS SCHEDULE: WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 0 HV BLADE 1100A III 02017 RTECO. INC. 1 eTco A.S.S.A. TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems IMM II,W. N6N o. 6,.. us. wvwa w `M`% RP MI Association, Inc. Mum : (MS)671-1530 . F..: MO)eb-1561 4268 Westroods DIe <-mx Iue<ooad.<Om EB-Em6»a West Palm Beach, FL 33407 W4NA A 11W1` 11 P.C. FLORDA W. 1 44167 (1) L+: IMIGMUM ALLOY.'ABLE SPAN FOR A CM POSiTNE ASA. DESIGN PRESSURE RATING. L ! MAX. ALLOWABLE SPAN FOR A GNEN NEGATVE &S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DEIflnMIE MAXIMUM SPAN FOR WALL MOUNTNGS (TOP/BOTTOM) OR FLOOR/CMLING GNEN A POSRNE AS.O. DESIGN PRESSURE RATING, OETERMINE MNfiMUM SPAN -L+' MOM SCHEDULE. GIVEN A NEGATIVE AS.D. DESIGN PRESSURE RATING, DETERMINE MAXwUM SPAN %- FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EOVM. TO THE MINMUM DETERMINED SPAN BETWEEN 'L+' AND Y--' (3) PROCEDURE TD OMRMINE VACUUM SPAN FOR MBINATIONS IN BENNEFN WALL MOUNTINGS W/ FLOOR/COUNO MOUNTINGS: FOR A THEN POSRm A.S.D. DESIGN PRESSURE RATING: DETERMINE: LI+w MAX- SPAN FOR WALL MOUNTING INSTALLATIONS. U+e MAX. SPAN FOR FLOOR/CEIUNG MOUNTING wsTALtanoNs FOR A G1tlE14 NEGATIVE A O. DESIGN PRESSURE RATING: DETERMINE: LI-- MAI(. SPAN FOR WALL MOUNTING INSTAUATIONS. U-- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOwA31E SPAN IS EQUAL TO THE MINIMUM BETWEEN %W. 'U+ ; 11= AND 12-' (4) GQ TO ANCHOR SCHEDULE MAIN FINAL MIIMUM ALLOVMSLE SPAN AND NEGATIVE &SO, DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR ....e•s"' "O TV Accordion Shutter System H.V. HA➢E AI W/ OR W/O RV. 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S 1 4 -1 - I - 55 S 5 Al - - ° 6.5 N 0.5 ) 93 4! - - 16 85 S9 ♦S 3,3 13'-0' 11 13 - H 113 ].5 6 S - N 9 6 4S a I05 0 10 ]S 9 ♦ J - 1.5 a! 4 J 119 63 - 12 9 6 +5 • - 9.9 ] b 03 )3 5 4 I<•-0• A 12 - 1.11 03 33 ♦. 9 i ♦.! 114 B - 11 6 33 4_5 1 1 1 1.1 JiZli I- - g 10 10.3 8 5 - BA 6 • 10 8 d • B IS J I. ANCHORS TO SUBSTRATE SN,L BE AS f UAl : (A) TO USING POURED CONCRETE (M:n. Fp - 3 IuQ ANCHORS SPACING UEGENJ1 - 1/1b TAPCON OR TAW" WRN nObONCED THRUDFORIA TECHNOLOGY µCHDRS. AS MANUFACURED BY LT.W. BURCM (Mel. FC . J E+) - 1/1'0 6 3/1• ALL POINTS SOUG-SET µCNORS, AS DISTRIBUTED BY ALL POINTS SCREW, BUT k SPECL•LTY TAPCON OR GGMPAW, (Min. FP - J WAG - 1/4-0 BLUE TO CONCRETE ANCHORS W/ UP AB MANUFACTURED BY FLORD04 FASTENM DIRECT, D. (Min, 1'c - 2 4a) TmPCON WIN 0OZl4MUD THRFADFORM TECWPOL.OG, - I/4'0 TAPPER+ µ[HORS AB NNNFACNRED BY POWET6 fC) 1411101 RIG, µe D a'INUTD BY ALL FOWIS SCREW, BUT A SPECBLIY DR ANT OTHFA APPROVED UC035FD OR AVIHORIIED ]ENDOR REC6RRED WI(M IRE µERKMI SRUTTER, CALK r,, SYSTEMS ASSOCMNDN. WC, (Min. 1'c ] k5i) ALL POUTS SOUS-SEF BLUE TAP W/ CAP NOTES: tAPPER+ AI) MINIMUM EMBMCW INTO POURED GGRUE♦E OF TA°CON 0 T"PCCN GROW M7WWCEO THRFADFORM TEMCIU F NiCNORB AND TWM* µCHOR5 6 1 3/4% AND FOR BLUE TAP W/ CAP µ[HORS IS 1 1/2'. A2) MINMUM EMOMMI OF 1/4'e a J/♦' ALL POUTS SOUL -SET µppRS SMUTA BE T/B' INTO THE POURED CONCRETE, NO EMBMKW m gn wt6» VS[ FU INTO SNKKO SH,L BE PERMITTED. 1/4'0-20 S.S. MACHINE SUIOW usED BHNL BE 1 1/2- LONG MINIMUM SHOULD SIUCL'0 eUK S�hw teen 19 EIRSO. AND V MINMUUM FOR WA IUS WITH NB SLICED. A]) IN CASE 1HAT PRECASF STONE, PRECAST UNCRflE PµDS, PAVERS OR HD' VENEER BE FOUND ON THE E5tl5TINO WALL OR ROU. ANCHORSSWLL BE LONG QpUON TO RFACH THE MNN SRWCTURE III SUD W,L TKINEW. ANCHORAGE SHALL BE µ INa.WEp ON NOTES At) k 42) ABOVE. FOR RUMAJATIONS ON VINYL STG:NO OR EIS WITH OR %WNGUF MET, SUDS CONSULT THIS ENGINEER FOR WSTA UENON INFO DM WON MET, SIM SEE SMELT 20. (8) TO CKSDNC CONCRETE BLOCK: (Attu C-90) - I/{•m TAPCON OR TAP N ORION ACYMUG THRCUIFORM TECHNOLOGY µCHOPS, AS HMIUFACNRED BY LT.W, OUIDU - 1/{'m A J/a' ALL POINTS SOMO-SET "HORS, AI CSFRBUIEO BY ALL POINTS SCREW, BOLT A SPECLLL,TY COMP,f(. - 1/1'P BLUE TAP CONCRETE ANCHORS W/ UP AS MOVILK CURED BY MURK FASTDIMg DIRECT. WC. - I/4-0 TAPPER+ µ[HORS 4 MµCN UFARED BY POWERS FASTENERS. D, µD G6ROBWEO BY ALL Poll, SCREW. BUT AllVrEoUtY CONPMFY OR µY DINER APPROVLO UCERSm OR AMMCRBED VENDOR REGSTCREO WBTN THE AMETBOMi SN(OfER SYST035 ABSpCNBOd, INC. NOTES Ell) OAKUM EMBEDMENT IWO CONCRETE EUXK OF TAPCON, BLUE TAP W/ CAP ANCHORS µO TAPPER+ ANCHORS IS 1 1/4' AND 1APCON WOH ADVANCED TNRUDFORM TECHNOLOGY µCNORS S 1% 5.2) MUNUM EMBEDMEW OF 1/Ib • J/1' ALL POINTS SOL9-Sh ANCHORS SWIL BE ENTIRELY ENDEODEO WOO THE CONCRE2 OLOCK, NO EHSEDURENT IUD STUCCO SHALL BE PERNIRED 1/1' 0-20 SS. MAENINC SUER USED SN,L BE 11/2' LONG WIMMUl1 SNEULO STUCCO "ST. AND I' 1NMMUU FOR WA1LB WITH NO GOUGED. OR ANY 8.3) IµENU S SHAIL BE RFACMCONCRETE OFRRSNE5 rwwl LONG MUCH TO THE MMN STRUCTURE 804ND SAID � µCNORAGME�BI4LL BE AS WO{GRO ON NOTES B.1) 4 B.2) ABOVE FOR INSTALLATIONS ON MNY_ 51DA10 OR On WO'H OR WITHOUT MET, MM CONSULT TIPS ENGINEER FOR UGE, TGN INTO On WITH NET, STUDS SEE SHEET 20. (C) µCHORS SN I BE INPTALIEO FOLLOWING ALL OF THE RECOMMENDATIONS µD BPECIFIUIroNS OF THE µLH00.'S MMIUFACNRML (0) SEE SCNFAULE BUM FOR EDGE DSTµCE (ED.) VERSUS SPAONG ALUTIONSHIP FOR AN /A� B yB •' � A1W _ W EDGEDISTANCE VERSUS SPACINGSCHEDULE FOR ANCHORS, AU)NUMN PNG10R 5PAC44G5 MOEMD FOR Olt ff.7T O INDICATED TRIM FOR E. D, UE I. THE INOIUTED. REWCE INCNOR $PASGIG ST G SHOlN NSCKTOULK HE DUA REDUCFDFLYING SPACMGP�NNED USING FACCTOR SN,L NOT BEUnG ORml --MUM SPACING MOIUTEO FOR EALH MCHOR THE ACII3AL FACTOR EDGE TOPCON TIPCON WILL ADVµCED TIN PDRIA TICINOLOUY A!1 PONT SOLID SET BLUE TAP W CAP / TMPEq + DICTANCE La. MIN. SPACING J• MIN. $PALIND - ] MIN. $PKJNG - J I/2 MIN. SP,2NG _ J 41N. BRACING J 3/♦ ♦• "Ia EM&EPoIE BLp61ta MIED DDOaTE m10i ROX ROMPED a POURED CG1tliElE M FGSdD tllAE1E L1}IidS BDGT MN. M.r 1ML ...J 1/9• LLY ED.2 I/r CONCRETE �OG( MOCK caN�EM arOCI( - -,J 1/A MN M-21(i ]' lA 0.90 to 1 0.78 1.0 OSf 1.0 0.81 1.0 - 0.67 1.0 2' - O.Tt 0.51 1 1/2' 02017 TB.TECO. INC. Q S ; IL ECOfNc. r TIWT TESTING a ENGINEERING COMPANY 6355 Mv, .8 SI. OU, M. N . WHOM, f(pnp• ])'. FWPm : (SD Cfb]I-1s5D . Po.: (J05)dI1-191 gip` -m u: nlmmmamLPmm 1L WW°EB-aTOUT1ER A t. P.E. uTr RGR10A Uc, c 1 44167 AuS.S.A. American Shuffer Systems Association, Inc. 4208 Westf000s Drive West POIm DeODh, FL 33407 HV. MADE #1 W% OR W/0 H.V. AWING No 17-107 I MAXIM CM LS.p,XDESIGN PRESSURE RATING ( B f) AND GORR SpOND1A MAXIM IL, ANCHOR PA IN.. NF MAX- SPAN NEGATIVE A S,D. OESIGN PRESSIIR RenMr. AND A CORRESPONDING {�nmm�!r- TwF (S:: aWN➢NGS ON SNEETS I6 & t)), I. I F==t �;TFRATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH U X N PN No. SPRUCE PINE SPRUCE IN DOUGLAS FIR W/ MIN, G=0.5D W/ MIN. G=0.43 W/ MIN. G=036 1/P MIN. COX 2 w�!eN^Rc./ FIR NORTH FIR SOUTH WALL MOUNTINGS CEILING MOUNT T PLYWOOD 0. W/ W/ MIN. C=043 IN MIN. 0=0.36 WALL MOUNTINGS CEILING MOUNT T WA4 CEIUNO MOUNT T M, N. 0 & R FLOOR MOVNRNGS MOUNTINGS M. N, 0 & R W & X BOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUMINOS 8.0, WAll MOUNTINGS B.O. 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AS Y41UrnC1URfD 81 Li.W. BVIIDIX W/ pp!OyDM ENBLCOpR M1S'=vrD AT _�.� FIR FIOI mcne, M RIFETS Ifi & i). / OSO ENDS.) DcV,hc : 4 Nom 2 B!LON.-VINIVE ME PR NORM W/ G.0.43 (NA&) -SPRUCE ME M Sam W/ G.0]8 ENDS) t ANCXGi5 TO HOLLOW CENNG SH41 BE AS PER NO MMO MC V, IOEM tT AND BHLLL CylSl$i pF -MIN. 1/,- CD5 FVY (1986 MA) w won xi PER NOS 2DI5 sKarca JN ' 4, µCHORS sHW. BE 05I4LED FOLLOMC Al OF TH9 RECGNWENCURON5 MN Sp,,,aoONS OF 116 MCHORS YAYVACEoANC °FUunFAI""„ 1 FLORIDA BUILDING CODE Non High V610Cit HMrricone Zone ING �P�•........., ff't O20t7 MUC6012 02 , �ce�uS.g EASTERNETAL MSUPPLY, INC, UbMTHA H TM Accordion Shutter System TF i II L� O A■�7..7■�i■ KV. MADE AS W/ OR W/0 Kv.. Wmy MADE •'• f TILUT TESTING & ENGINEERING COMPANY American Shunter Systems q,, N O[6CRIP9ON OqE GM" BC Le P �; • I: a}ss N.a. xa s4 a...eDs. M6¢w eMmars. R6Rm vIE Association, Inc. 1 OLO 15-C83 /2)/1 WtL 0)/ZT V -. s •. II ft. : p0s)mo-19Jn . Yw : P05)Bn-1}JI 4268 Westroods Drive - L 41-.1. em 2 LL West Palm Beach, F - S/QNAL EN111 6-ow6)m 33407 a DRAVANG No { 1 WK)at A ilLlrt J.. P.F. ' 7_' 07 P,E.-5EitC%3TBNA1IJRE/DATE Rpm' u . 1 44167 s SHEET 15 OF 20 -- -"-"" -- �A.l� 1TT.V ..�AIJEJ oun_umua rvK 1 Hv & HV♦ BLADES iAS APPLICABLE �PA FlNSH MRAX ROSPAS LIS FOR INSTALL AIJU EINTO WOOD WITH HV BIen1 nuLY SHAL — 1 t/ro TARPON OR MBEID lo RSnp D S SSN S A.S.D. DESIGN E SH E 0 SPA -I READFORM TECHNOLOGY `-� FTARPON W H ADVANCED PRESSURE RATING FOR INSTALLATION WITH B D 1 G IN UNISON W/ 1 1/2' Mm. PEHETRATIIXI OF THPf/fb TMCpry OR -� ,�� II.,. APCON wDN MVANCFD iHREMFORM TECHNOLCCY �"l\,\ �W/ I TWO WDO HEAREADER. WWD E ,. 1 1/2' U;` PENflRAnON OF THREADED MUA 1D EXISTING (( (SEE (SEE SCHEDLE ON SHE[T 15) N SHEI. WOW Ho,bm. (sa: SPNEOVIE ON SHEET 15 I i ) I Us. `DIPMA ID, 1 SCREVS DaJ/f• SS. MAPHINE 18 sCR145 Y.'/ 1/0'-TO TM$ I GU.E (SE I 1 1 OR SH2T ,1 (� 11 12- O.C. FOR 11 TOR 5,Y.f D A UA96mN+ ( Ora EAKnt+c ( �. 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WNDON BADE o[sccwnox ol,tc oa%m er, C. &ENGINEERING COMPANY 9pfl xA. .]6y, SL, 5". :01, NN:gA WLfM, RpM lLt Association, Inc, I FEE 15-05i ] 2](I w(c 07/2J/17 P:G��'�A,p 0Rt0; c Fft a : 005)W]1-1SS0 , F. ; (305)811-1531 ,-mar: emUOa,asam [e-wosn2 4268 WCstmods Drive West Palm Beach, FL }3407 2 3 DRAWING No sp Cj WALtLR 0. MW P.E. 1 7-107 D C ccX%(i'SLtUMiic)n%+r 44 IIAt lk. / ral6) . _.._-