Loading...
HomeMy WebLinkAboutPLANSGENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM BXOVIN OH THIS PIT CT EVALVADON DOCUMENT (P.E OJ WS BEN VERIFIER FOR COMPUANGE IN ACCORDANCE WITH THE 2017 (6lN EDITION) Of THE FLORIDA BV'WING CoDE. TX5 ACCORDION SHIMMER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCRY HURRICANE ZONES. DESIGN WIND LEADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED SECURED BF THE JURISDICTION WHERE CHURNS WILL BE INSTALLED WIN A DIRECTIONAU Y FACTOR K4-D.85, USING ASCE 7-10 AND NAME NOT EXCEED THE MAMIMUM (A.SA) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN. ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND MARS DETERMINED PER /SCE 7-10 SHALL BE nRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY (TO IN ORDER TO COMPARE THESE W/ MAX. (AS-0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU I5, 19 &. 20. IN ORDER TO VERITY THAT COMPONENTS AND ANCHORS ON THISRED,, AS TESTED, WERE NOT OVER MESSED, A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LEADS WAS = USED IN THEIR ANALYSIS, HOWEVER, A WIND CARRYON FACTOR CD -ISO WAS USED ED FOR VERIFICATION OF FASTENERS IN WOOD, BERTHA M,V. ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT EGAD HAS BEEN VERIFIED IN ACCORDANCE I. SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORT& -HV DUCE OP 10214.01-03, B0715,01-03, 81004.81-05. #1214.01-05. #0317.02-06, II06M,01-10 AND 10210,01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AID AUN E-1886 AND E-1996 STANDARDS (MISSILE LEVEL D, WIND SINCE 1, 2 & 3) & 11220.01-11 AS PER US 201. 203 & 203 PROTOCOLS LARGE MISSILE. -MA WINDOW BLADE © %'050501-08 AS PER ASDA E-IB86 AND E-1996 (MISSILE LEVEL 0, WIND ZONES 11 2, 3) BASIC PROTECTION ONLY AND / 0725,01-88 AS PER CAR 202 PROTOCOL 2. HV RNM p AND W WINDOW DUDE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMRA➢ONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (HJ SCREWS), USED AT BUSES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO UNIONS SHALL BE 1114%2,75- AND A14AI.75` RESPECTNM.Y, 410-11 MINIMUM SERIES STAINLESS STEft SCREWS 11IH 135.0 Nai YIELD STRENGTH AND ISO ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH SERENA MV DACROSHIa.O LOAM SYSTEM AS MANUFACTURED BY APPROVED CRATING APPLICATORS, REGISTERED MR AMERICAN SNUIIER'SYSTEMS ASSOCIATION, PINS MUST BEAR THE W MARKING ON THEIR HEAD, 4. ALL ALUMINUM EXTRUSIONS SHALL BE RUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MMMU'A YIELD SFFf,I1GTH FOR 6063-i6 ALLOY IS 30.0 ksi AND 35.7 Nsi FOR 6005-TS ALLOY. 5. ALL SCREWS TO BE STNNUCS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT CANTED CARBON STEEL AS PER DIR 50018 WITH 50 kzi MIN. YIELD SHINICHI AND 90 ksi MIN. TENSILE STRENGTH. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4, 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ]. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV SAGE (D : 12.13,14,15 AND 20 HV BLAME (D & 0 WORKING IN UNISON: 11. IS & 15 S. THIS SEFEHA X V.. ACCESSION NUTTIER SYSTEM BEARS A U.S. PATENT 16111,112, COMPONENTS CF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART By 0.S. PATENT /5458,1]9 ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIOUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS MO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SFAVCAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN. OUR.) FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION, 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PEACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL RV AND HD CENTERMAIES AND ENGAGE OR LOOK A4 HV AND MD LOCKS, 11. SHUTTER MANUFACTURER'S LABEL. SNKL BE LOCATED ON A REACILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. 011E LABEL SHALL BE PLACED MR EVERY OPENING, LABELING TO COMPLY WITH SECTION 1709.9.2 OF ME FLORIDA BUILDING CODE 12. BERTHA H.V. ACCORDION SHUTTER SSTEN'S INSTALLATION SHALL COMPLY ISIM SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING RECUUTIONS PROVIDED BY THE JURISDICTON WHERE PERMIT IS APPLIED TO: 13. (0) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT FROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. I.,,. WHERE THE SITE CONDSMRS DONATE FROM THE P.E.D. (b) COMRACMR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIVE SAFETY OF THIS PRODUCT, BASED ON WS P.E.M. PROVIDED HE/SHE DOES NOT DEVIATE FROM ME CONDITIONS DETAILED ON iNG DOCUMENT. CONSIRUCTION SAFETY AT SIZE IS ME CONTRACTOR'S RESPONSIBILITY. I.) THIS P.E.D. N1LL BE CONSIDERED INW-ID IF ALTERED BY ANY MEWS. (6) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISIERED ENGINEER OR ARCHIMOT WHICH WILL SECOME THE ENGINEER OF. RECORD (E.O.R.) FOR THE PROTECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE BF ME P,E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.O ENGINEER SHALL SUBMIT TO THIS TATTER THE SRE SFEDER; CRAVINGS FOR REAP(. (e) ORIGINAL P.E.D. SMALL BEAR THE SAM AND ORIGINAL SEAL AIID SIGNATURE OF THE. SCANNED BY St. Lucie County ENGINEER CF RECORD THAT PREPARED IT. -; �VV, I��CENSF+}9 024TJ TILTECO. INC. S 1L EC0INC. ���¢% T,Q; ' TILDT TESTING & ENGINEERING COMPANY A., M, aofi. S1.... AN, KAN— oNK l , n-.- - �(,� PEen> : pos)s>1-TSAR . Fn.: (DDs19n-153T s/ONALE'1P''' m 11R.-IRl en, LIER A°RELY,.. P.E. CCAFdCIFM AYI IOC /line RONDA Ue. F 4U61 'TABLE OF CONTENTS GENERAL DOTES SYSTEM COMPONENTS 1.-20 SYSTEM COMPONENTS 21-]] TYPICAL SHUTTER ASSEMBLY 38-44 TYPICAL WINDOW BLADE & WINDGW DETAIL TYPICAL SHV ER ELEVATION & NOTES ON LOCKS INSTALLATION DUALS A-F, CONCRETE/BLOCK INSTALLATION DETAILS G-I.I, CONCRUE/sLOCK CENTERMATEI, OUNLS HV CE.NTERMATiEi ALTERNATING DECALS HV ENO CONNECTION DETAILS 1-6. CONCRETE/BLOCK MAXIMUM SPAN TABLES ANCHOR SCHEDULE- CONCRETE & BLOCK ANCHOR S6-EDIIU- CONCRETE & BLOCK ANCHOR SCHEDULE- CONCRETE & BLOCK ANCHOR CONSOMME- WOOD I INSTALLATIONS DETAILS M-R, WOOD INUALLATIONIOETAILS S-X, WOOD ENO CONNECTION DETAILS 7-12 & K. WOOD II SHEET I SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET ] SHEET 8 SHEET 9 SHEET 10 SHEET 11 SHEET 12 SHED 13 SHEET 14 SHEET 15 SHEET 18 SHEET 1] SHEET 18 TYPICAL SHI}TER ELEVATION SHEET 19 11 AREA Al HV WINDOW BIADE Q ONI Y INSTALLATION'IDEIMLS, METAL STUD WALES SHEET 20 lit I THIS DRAWING SHALL ONLY BE USED TO OBTAIN (PERMITS IN THE STATE OF FLORIDA III IDA BUILDING CODE (Non High Veracity Hurricane ZI IT6^201T E45RNN METAL SUPPLY. INC A.S.S.A. American Shutter Systems Association, Inc. 4268 Wfistroods Drive WC.t P.Irn BBOGh, FL 33407 Accordion Shut H.V. MADE #1 W/ OR W/o FEV. MMKIG No 17-10 US PATENT LIMITATIONS OF USE OF DLADE @ ON SHEET 19 6063-T6 ALLOT AND TEMPER 55,1' .6I0' 72 is DOZ ry o '6)HV AN FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE (1) 6063-T6 ALLOY AIIO TEMPER _ 1.911. nL .060 4 .i� Ifi]C LLfi66' h1 HV QUIPING HEADER GO LIFIED FOR USE W/ HV BLADE(!,ONLY. SEE SECTIONS FOR VALDIii1I''"-'' 6063-T6 ALLOY AND TEMPER i— I Desz• 16 SIDE ANGLES OUALIFIED FOR USE W/ HV BLADE rl) 6063-16 ALLOY AND TEMPER 9 1999' (3 �HV UNIV RSeI IF nerrR QUAUFIEO FOR USE W/ HV BLADE Cl) 6005-T5 ALLOY AND TEMPER 6' 5g0' OBs' C7iHV ADJ. ADAPT R W/ IP QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER ❑d V RIES 100' O60' �I 67 HV HEADER/SILL QUALIFIED FOR USE Vf/ HV BLADE,'qONLY 6063-T6 ALLO44 AND TEMPER' I ALUMINUM ANGLES QUALIFIED FOA USE IN/ HV BLADE U ONLY. 6063-06 ALLOY AND TEMPER HV DIRECT MOUNT �" OUALFIED FOR USjE W/ HV BLADE (1i 6063-TS ALLOY AEG TEMPER j B15' .092' (8)11V WALK -OVER TRACK QUALIFIED FOR USE W/ HV BLADE �C'' 6063-TG ALLOY Aµ0 TEMPER OUALfFIEU FOR USE W/ SEE SECTIONS FOR 6063-76 ALLOY AN CO.uPONENT q e it ip 1 � 2' S• MM1X� 2.5- ] MAX. 0.:90' I 0.190' 2' 5• M..! 0.139•!0.13r HV 20 B9i 000' I tl.3i lg li 620 l9.HV TRENCH TRACK QUALFIED FOR USE W/ HV BLADE QI ONLY, E063-TB ALLOY AND TEMPER (1I } HPINALL HEADER /SR I QUALIFIED FOR USE W/ HV BLADE ((I1) ONLY. 6063-TS ALLOY AND TEMPER X T t Y' r O.I2s r0`;, CORNCORN_ R POSTS UALIFIEO FOR USE W/ HV BLADE IJ 6063-T6 ALLOT AND TEMPER USE W/ AND TrMj tlyd HV RAINGUARD QUALIFIED FOR USE W/ HO BLADE 6063-I6 ALLOY APO TEMPER 11 `_ ....... �+q/F':+ 03017 IILTECO, DC. 02017 EA$TFRN METAL SUPPLY, INC_ BERT AID HVr, Accordion Shutter System H.V, DAOE, #1 W/ CR W/O H.V. WINDOW SEACE ll, �; uCEvsF, �5 ' A■S■S■A■ American Shutter System Assoelation. Inc. West PDim BeOch, FL JJ407 t P- We eDch,s L 33 1 } '/ yr ] ' TATEOF i r✓,r, ., ........ ORI .. TILLIT TESTING a ENGINEERING COMPANY am x.rv. ee:,, sl, s,.. nae, M9L,°M vi305)E ,-, vm vn°,.: I]as)en-Iva . r°.: {}a57fin-15JI �tconsil's COT WN.DR w mm 2,, P.E. x oRnn.V fir: lc. I 1 D 11-M Qm t5-oas lAD 1/2]/I l/ l i 3 DRAWING No 17-107 , . _ CJHV CEIERMATE QUALIFIED FOR USE W/ HV BLADE �& `AI NLY '2e 6063-T6 ALLOY AND IEMPER OLIA01 PUN ERLNr tt[wnaN ;27) LOCKER FOR ry"T" LOCK CENTERMATE QUALIFIED FOR USE W/ PV BUDEC)ONLY 6063-T6 ALLOY AND TEMPER 1.91J C53• L m a 31': HD CENTERMATE W/HD CENTERMATE N_ 01pCKI G RODG ROD `'� OUAURED FOR USE W/ FN BLADE UI & A) 6063-T6 ALLOY AND TEMPER WICs. Ix• MIN, AL 1 PFELw[v5/ ,. ' TsG odx) LOCKING ROD,L QUALIFIED FOR USE YJ/ HV BUD 6063-T6 ALLOY AND TEMP 0 S INSTALLATION WILL REQUI .. A 7/I6" HOLE D I ED AT TRACKS FOR OPFR. FMRFDAIFNT z 1_t]cp_a yxz.i i2& HV MALE --I- 0 FNURMATE QUALIFIED FOR I< USE W/ HV BLAOEQJ )ONLY 1 ! 6063-T6 ALLOY AND TEMPER j2, 6063-T6 ALLOY AND TEMPER 7 rl e 37s H AC At TH -- QUALIFIED FOR USE 6063-TS A 61 3 I-. I I� L^ cp HD CENT aMerF'c T OUnMFIED FOR USE %t Hv BLADE I!& rN 6063 T6 ALLOY NO TEMPER 1/4'2 C3i) NV 1 /4" 0— 0 AI I 304 5 RI S S.S. THUMBSCREWS Vl x.e,s' /-30 IE LA G FY 1 ( m) / RM"NOEt /RF/DCO' /-YE 4Sr OYyxQ .N .11 a As. Guv,E eJ I �°NN oiNPN-� 319- ERiE$ GFLLIGER '..bWSe LhIVCEP I SIP NE5 (OIFOVe (gPOUC :Iw EO) HV EGRESS LOCK 6>s_i P QUALIFIED FOR USE 1Y/ M.• QUALIFIED FOR USE Ya/ HV DUDEJ& 91 ONLY. BLADE 1O& 69 ONLY. NLMSPC nEAO =?tR' !Ma - MI LPEI Ta SCREIY nl ❑ e S] 380'AFTER RIIETWN 1�4"$-20 X 3�4" REFORE Rv6nnc �. S S TH.__UMRSCREW 1 /4"0-20 RIVNUT* i._ 's6RIEs s.a. .LVMINmA (a0xe-r uca LwcE ruxc[ 1NR: sYEET Nursa-. P ]a. A, W W I. oY AMD- FFA� eNERRr 1En PMsmPENr, N aERSEv CJC °R ECeAL. Yy NV "T" LOCK Q V T TV 0 0 AL I I FOR USE (\- QUALIFIED FOR USE 1V/ H W/HV BLADELl ONLY. BLADED ONLY. IJ-5 IAI _Nn. 105x°6 _f0eQz IMP FrnR _TAuRa N HID LOCK BY RECENT HAFOVIARE IMORT16E LOCKS SERIES 2333 HOOK 60LT LOCK. OUALIF'IFD FIP II I v�nu.dcu . roK - YYI HV DLA GGr� .I 1L1j1''`LIT A. '� ............. �cero''••.�y = )I! • C /' �'� •? j 'q '.ESTATE nF. "p ,(• " E� • "�'••• <ORiD IA r•Yy. P` _f1fD ••.. \� VI S�(� •• 11 P.E. SEAC ��IA�JJRc%DAtE ,� O FOR USE W/ 02017 9UECC, INC. - - _ HV BUDEV) FLORIDA BUILDING p c F���7�S�A� An i,rI0Gn ShuHer syStBTS Association, Inc. 4268 Westroode Drive 'hest Pelm Beach, FL 33407 --.. ., ... .,..."�Ua :� CODE(Hon High Velocity Hurricane Zoo,' 02017 EASTERN METAL SUPPLY, INC. IL ECOIT.G. BERTHA HV M AGcordionShutterSystem H.V. MADE #1 W/ OR W/O H.V. V4PID0.V EyADE ev. N oIesenON OAF ouwx Or: L.C. TILLIT TESTING & ENGINEERING COMPANY mea u.x aRu. Lt. s". I.. INN. wv 1 1. I'll PbenA : ('05)" -ISJ6 , ra.: (_0s 6n- -n 11: �n,a000z.eom ) uv E6-Ce6671R WaL"L MNOPOA,UA. / Rsi6] LWT .Ic.PE . II OLD 15-065 ]/xi/I oATEI 07/27/17 Ikz 'y3 DRAWING No 17-107 ' is SHEET I IR 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV IQ HV BLADE 1 ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING _ HV SHORT RECESSED NYLON BUSHING /�� 40 HV NYLON HAT WASHER t HV WHEEL CARRIAGE AISI 302-303 SERIES e.870"K3/16" 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/ k8 HEAD ® POLYCARSONATE IMPACT RESISTANT HV WINDOW HV PIN REQUIREMENTS AT EXTERIOR BLADE KNU K FOR Uv (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR HV © BLADE. TYPICAL SHUTTER ASSEMBLY N.i.S. (2) HV PIN ®A!AY BE USED IN LIEU OF (D AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO PG„i2A.., BLADE WHEN CORRESPONDING TO INSTALLATION "Ill, SHEET 7. P. I' SH04 ALL HV PIN SE OR ©RE 1/ O O.U. STALL THICK PER WASHER 9 ,UJ SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. Wei SHEET O F.TsWHEEL CARRIAGE DETAIL EXTERIOR ) ME O s' yl MI L I it (1) OR I I HV PIN O OR a AT KIOR SEEOUDNOKNUCKLE. (SEE \ K POR V REOUIROUIftEMENTS) �r+' \\GElVSA('' ✓P =� o2ali m*Ero, wc. •••., G 'd""n "� ! E4�,� • O,Ae.'•.. TILLIT TESTING k ENGINEERING COMPANY InartP: 4, a ^�T�p1—E— wea N.n.:.u. SI„ N..:0].MPaxN WPRMr. aEPGa] Pncne GCC)BV1-msC. :VS/ �V'l18' orvALF,. Ee.: Pcs)821-Isl a- 0P IIR.:oOael.e>m E6_0CE6J16 IIALIEP A '1LL1T J,. P,C. R.E. SEAL/SICNATURF/DATF rLaaICA Ea. I wlm I 12' AI:N 1 . [I(A5lNCF LO RUDE iQP E OE . Irceil BVAE'S"� 5'P CGENIN KNUCKLE { (IYP) L=.... f jM 6wOLA � 4 2 ➢/8- IAIN.I �NV W, UM I 6� , I .._ _ 11_ OPEMN� 2 I ON EXTERIOR E 82s� _I �fiUDE .0645' SSII➢L_tl�Y .0645 0625' -bi AMILILGU UNADE OR SABIC PLASTIC LEXAN 103 RESIN •'F" ON SHEET 19). xr;cN mcanres zrgo:Ao arraAucE ��:, w. d� �I^c ^"r it ASM 0J9'! ao. ]I!!n PCrJ I!(n lu:o smM gm ceeO e.m .A .m - aacw. Vowwi bv.n . No a.. eu SCnC O.At nSuoKEPnnrsx I .1" rr-nr. gin .ra a euA.nw.I.ems g I.o uv mml6n I nueP .ow r neo r xewEwrN: g.n i6 mr ilArwm AmK .rAlxElo ry ma um Pe.L P,I. IrH^.i[ smEss acres r..:w.ndG A.S.S.A■ American, ShUHer Systems Associotlon, Inc. 4268 Westrocds Drive West Paim Beach, FL 33407 .ti2017 EASTERN METAL SUPPLY, INC. BERTHA HV,. Accordion Shutter Systel H.V. 6lADE j/1 W/ CR W/0 HV. Pot110V1 BADE Ev. K orscRlPnoN or.a cwNN er: Lc tl oLo a-oes T/n/I am o>/IC I:'2 Is DRAWING No 1 17-107 1. 1 SEE 33.4n 6•0�n �-tea 1a.;zm n rJ6 0, i xxxw� t 1 VIF I I b i xw I CTICN j $ 5 10 )0k j P. N'._L I 1 O [ K A P r z L n IfI- l 18•^SA°i.y1��i.R3 — G-(:7; -,0�•(,�)'�� TYPICAL Oft HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE *NOTES ON HV LOCKS AND C NT RMAT I, MANDATORY CONDITION /1: ONE HV LOCK I� or fo STUN OR '2• ABOVE OR B 01V 2 OF SHUTTER SPAN FOR SP ELEVATION. NV LOCK or MAY BE USED AS AN INSIDE CENTERMATES W/(2) 1/4'0-20 x 1/ LONG FLAT HEAD S. TYPICAL SHUTTER ELEVATION, 2, IF DESIRED, FOR BETTER PERFO LOCKS 2 2LP OR U MAY BE USED AS AN INSIDE OR OV' OB� SHALL 8E AS INDICATED ON NOTE (1) ABOJ6. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL Sr MAY ALSO BE USED AT STACKING P( 4. NMVATORI' COxDBtOx /2 ONE HV AND INSTALLATIONS AT ANY ELEVATION, ATTACHED 10 23 CORNER CENTERMATE AT TOP & BOTTOM SHALL BE USED. U MAXIMUM SHUTTER SPAN SHAH RP DF JSED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN TO 105'. AND FOR WSTALL DONS AT ANY RSIOE LOCK, ATTACHED TO �3� OR r0�t LOCATION OF LOCK SHALL BE AS INDICATED ON OR FOR SECURITY PURPOSES, UP TO TWO HV OCK. CONNECTION OF LOCKS TO CENTERMATES IFT ELEVATION. wm11a AI HUKRICANE POSITION, BUT MAY GOING RODS 0 OR AN ALTERNATNE DEVICE 'OSITION). USED AT' CORNER CENTERMATES FOR ANY SPAN BE USED AS AN OUTSIDE OR INSIDE LOCK, ONG MT HEAD S.S. M.S. TV20 LOCKING RODS 5 AS INOIGTEO ON TYPICAL SHUTTER ELEVATION. ... y. v- —/: P.>. INUMySCHLW TO 2(� OR 02 CENTERMATES SHALL BE MADE W/ 1/4'C-20K0/4- ALUM. RIVNUT AS SHOWN ON SECTION WE. SHEET 8. ONF LOCK SHALL BE (ISM AT I/2 OF SHUTTER SPAN OR n'l0 LOCKS AT'I/3 Of SHUTTER SPAN. II 6, MANDATORY ONE HV IOCK 0 or or 4S SHALL BE USED AT 1/2 OF SHUTTER', SPAN FOR ANY SPAN OR R' AEX)E OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96', AND FOR TISTAILATIONS AT ANY ELEVATION, HV LOCK 4B or a3 or § MAT BE USED AS IN INSIDE OR OUTSIDE LOCK, ATTACHED TO or �D SYMMETRICAL CENIERMATEB W/ (2) 1/1'-20 A I/V LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUIER ELEVATION. USE OF LOCKING RODS g W/ OR 63 TOP AND BOTTOM IS COMPLETELY MANDATORY. BE AS 1, BOLT ,. r'. IS -- ONE ALTERNATE HD LOCK 134 MAYBE USED IN UEU OF HV LOCKS R OR 2� !pR ANY SPAN ANO INSTAWANS AT ANY ELEVATION. ALTERNATE HE LOCK C.`l MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF NO LOCK G4' TO r24' IS 1Y/ 0 }8 x 3/8' P.H. S.S.M.S., AMID INCLUDES REINFORCEMENT INSERT 4 AS SHOYM ON SECTIONS HDS-HV`E AND NDC-NVC, SHEET 10. LOCK MAY BE INSTALLED AT MOSPAN OR 12' BAYIMUM BELOW OR AROVE MIDSPAN. USE OF LOCKING RODS $S IS COMPLETE, OPTIONAL. v T' ... - "! 4 1 •yn �MeM C201] JILTECO. INC, ®2012 EASTERN METAL SUPPLY, INC, BERTHA HVTM Accordion Shutter System . 1 1 L E C O f■ �. A S S A ' "a •' �//�': -0 •. TILLIT TESTING ■ ■, ■ ■ American Shutter S stems 'HV. TIIJ•DE 1 W CRW {f / /O H.V. WINDOW MADE w. x O[scRlPnox ma Duwx sc Lc. Qt i 0, '., A• �•. Q' 1\\. & ENGINEERING COMPANY Use ",,.. Is,' s, A". Ax Nxiw ewo�M, nma lJle % Association, Inc. I I P G IS-085 T/27/Ir DAIC: 0]/7F 17 r:w.e:l'asle2l-Is_D.[w;(soslen-IAI -mul: en.eovaol.eem. ES-os.5119 4268 Weslrooas Dive West Palm BEceh, FL 37407 •. ss/ G\� 111 ONAL Eta 1: DRAWING No 11,11 rI.In A U.T Jr. 11, 1 / —1 07 A _ P.E. SEAC7SJW6613E/DATE. TiORIDA M.. f 111a1 r-CONCRETE ANCHORS REQUIRED POURED CCNQ SCHEDULE 0'2 cRry�11S POURED /�` I IJ (B SA `ESCVE CIE,u0V Ldljo.PeNO'1) POURED eYEEISTO CONCRETE CONCRETE ' (SEEi 13 OR CONCRETE BLOCK RECVREO _ REQUIRED A ) / 1/SP 20,3/4' S5, �. CON(R_RE NJCXGR$ A:CXORS I MACHINE SCREI'5 \(SEE )1 uLE OrvI / S.S.EQ�{O�EFO F' VS NG 1 < TI/z /'-zD nms 1,9 1Vz ". 0 1x' a c.z5a' nmx. H �'. / h 13 aR 16 I 13 oR 15PTIONAL m asGOB Q�P a EE scHEOULF ax Gnfn 11)LL EEPARATIo' " -^ E%IS➢Nc ; a, a¢T le rm I'r� EABTIHG I _ TO CLA9< I V GL455-i _ LLADSmG©_ MIN SEPARATION TO C1155 I GU59 ` LSEE SCHEDULE ONI SXFFi 11)— I EY.ISRNG I I �tt yV WALL HEADER INSTALLATION , CUSS_.;Lid HV WALL (HEADER INSTALLATION I� B; HV WALL HEAVER INSTALLATION + KEYSTONE EXIS11N0 1-----__.___h__._....�_. GV55 i y�,Ty Y _ PIN SEPARATION iO GV55 I OR 1� -._� (SF.ESCHEDVLE ON iOHEET II)�- ,uel �T I At N. SEPARATION TO GLASS 1 EESTING RL `(SEE.-ILIJULE ON SHEGi 11) GLASS ''WII1' uwRIC GLASS-. Ir I / I / / OPTIONN. 1 I v� OPDOIU ..I i/I' Ma.. ON T \ T - Mop E.D,' 13 /: -I eo % DR G9 I{ L ✓ Try_ {I h/2� -j 13 O:T f E0. EO •rE._ 120R.11. r / / \� u '^ �•.� 1/. 0 20v3/a' S.S. `✓ ` Him. LED EQ- P (UPS TRUSS HUD / , _ I j %9 -20 SCNNOT0 12' O.C.---- t`CONLREI I/.0-2EAD M 5.9. PSCRE. ANCHORS L'. OLE WS iRV55 XEW MACHINE CLPEWS CONC(SEE SCHEDULE ON SHEET 13) ✓ l I (BE° SC,,EDUCE ON N/ 1/4'-20 NUTS 6 12' O.C. ORCONCRETE DELOC,, �� T r ' Inn POVflfO CONCRETE SHEET 13) OR CONCRETE GLOCN WALL REOHIRED L "-"'-'ii f--"�-' {( E SCHEDULE ANCHORS REWIRED �D! HV WALL SILLINSTALLATION (SEE SCHEDULE ON OR CONCONC BLOC) SHEET IA) (F)HV WALL SILL( INSTALLATION OR CCNCREIE BLOCK vlALL REQUIRED tEj HV WALL SILL INSTALLATION WAY TA4FORNDf : INSTALLATION DETAILS W/ .FOR TYPICAL SPOTTER • E. 0: EDGC DISTANCE 1`' BLADE, SECDONS CAN BE COME114EO (SEE SVECIPICA➢DNS ON SHEET 13) • pIpOE I f ONSEE ISHEEETS OF U19 SE FOR l� I -I V D LA D EI O SUIT ANY INSTALLATION p" {1 A T/t FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone' Ad' :'y�CENs' A- m=0,2 TIOEGD. INC. V 2017 EASTERN OCTAL SUPPLY, INC. F `' BERTHA -HV,,, 4 Accordion Shutter System stemCEOA S S A. E gl W/ OR W/0 H.V. WNDOW/ IKADE American ShuHcr S stems .'' Q 5e TILLIi TESTING & ENGINEERING COMPANY Y r. x DCSCRlrnox as GRAM: Bc L.G <ORIDP;' 4,el .15 N.na:e,n, a, s., ws .,RG'.NA Guoars, nGR.a. mA Associallon• Inc. 15-pes o2 r ...�-C-(>- .no O.S.AE-1530, [-: 005)8]I-153, 4268 Weslroods Drive II = ep Ls(�Aj�Ii. TGT�� JI -mene -eoosiinl m West palm Beach, FL 33407 3 DRAINING No �/ aeUEN f. BLUT :,. P.E. . 1 / - O / o c ccnl icrn:nn.or m..- nC"DA ow 0 .Also i I POVREO _ CONCRETE ANCHORS CONCRETE �\ (SEE SCHEDULE ON SHEET q) } yyy t - `v f p� REQUIRED \ \ bE0.16 prtgfyt OR `-' EXISTING AWNGX , EDGE Or B/"{Ddro TO iiwR 1 .. / -.. .. sue la suT P m G*- t a samsu GN N ;PSM E E%ISiING NMf3meILi1 ,a r" u i 1 m 1 \ �Y •. GLASS/ p 9 >LiEP. e ]NC INC. , , 1 %GPI/ ? • i 11 oR 1 oR15 1— /dto,dp' HEX svrsHER new I / I TEK SONDES O IY OA I / �CONCRETE ANCHORS,EDGE OF 6U • \l I— (SEE iCHEGULE ON SIfFflJ IJ I // / / STAB IF EXISTING —T i FO/ / % / F APPUC`ERx Buss EDGE yF_.I / 'iUB r, ✓/ / y fj/' !. / / / ! —EDGE OF N 9 bi PIlGPL� / / I ' / / / I/x -t . GB or v SUP If I / o ams Is[ I I SUB IF (/ / �Pua.BLE ll E / / fIi }L _. y YAUXtE N G. y 1 / /I / I / APPUCABLE PoJRCD 1 POURED 1� ROURED/ Y 1 E 0.=— '� CONCRETE MTVREAD CONCRETE ANCHORS I D.Ou3md�n .T.iI DR '•CONCRETE 1 / Z "'/Lr / REQUIRED LFIA1 M'JD CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHED Id) REQUIRED ----E. D.•. L E. O. --� FLAT(SEE SCHEDULE ON SNEfl ta) 171 TRENCH INSTALLATION I` HV WALK —OVER INSTALLennN AID ONLY FOR UP JD +JO, -75 PSF Ass. C` HV CEILING INSTALLATION C HV FLOOR INSTALLATION t DESIGN 1PRESSURE RATING k FOR SPANS PER SCHEDULE 03, SHEET II —xnvruum, er(ETEG a O CONCRETE ORS LKS ` _011 uxm w[ x _ .i��..... (SEE $CHEDUIILC LC ONE OIL r 5 INS EXISTING _ I E%IS11NG SHEEP TS) / /.4 � u i� Wes/ I I I cvs GLASS Iy E'`.R,axM x, cuss .. _ �___. rz-DATOD mlv Fv-Rs O < I �NnOGGR. ARaU wING —� Ia/ +• D I MA FD w TDe-V AW T/A /oG ION ys VGEM AX C __ J DR j w7 /0 nFxE vs I_I/E' Y(AHP XGOM BDA / IndXEx TEAD, C I E., MAIL i SCREN5 D y aL 0I2, O.C. 8 / - I� 2a Ss S WNCPETE ANCHORS / _" r© O r's/ fC ., 0. S05 I/ / f- I I 1 %//j ss Hs W IIUT G 9 0 G (SEE SCHEDULE ON I O e" 0 C �- / •� T SHEET i ) V— s v oc `-'!y NUTS f A _I 1 17 aN 18 I/2 I_I t i Lam G HE GNNC Uw. / EDGE OF 1 A U t y-J L) nu (yteowmc /� I >/e Jje �/ .— sue m _ _� / , Ell ED. mu f/ 1 APPLICABLE Y 't \ ` / / `a S" O' FA. ip _. .I AIIN {D —! 1—CONCRETE ANCHORS SEE NOIf I](e) —'�' N 6 9" OD. I'- •' _TINED I.CFEES / PON EO CONCRflE� (SEE SCHEDULE ON ` .I -RECLINED RE R CONCPEIL BLOCK SHEET la aN SHELt 1 , SEE NOTE 13(Gj � REOR➢ j POURED CONCRETE 0. SNEEr I PTIOI — POURED / OR CONCRETE BLOCK CONCRETE REQUIRED " G HV WALL FLOOR INSTAI I ATTON G KEYSTONE MOONTINC INsr I I er n RmumEu (L) HV WALL WALK OVER INST LATION s"�o*rznEssvu(!aR F w.,->: FP. J yV RAINGUARD INSTAL N t JlOTE; I 1 ni9N or =F rOnNt 'r TXIs WsrAtuNQ` snAI BE F Q. EOCE DISTANCE PEMWeBLE NHEN PEREGRREO 1- S .MEET a FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEEP 13) ADJACENT TO AN OPERABLE EXIT SEE UMItpl10N5 OF USE ion' ASSEMBL OR ENTRANCE BLADE In10n5NEET14 INSTALLATION DETAILS W/ :1) HV BLADE 2- MOUNTING ECLD;tSy` 1 OnIBMED IN AIJY WAY TO SUIT AM' IrISrgLLATIOx. I[I[i ,* % 01�......... ./',._ FLORIDA BUILDING'CODE (HDn Hign Velocity Hurrioone Zone -rrsg".,.�y1 GRmTMT O,IIY ®201T ASTERNM SUPPLY. INC. o.q i 'r BERTHA HVTw ,Ha. A.S.S.AT. I Accordion Shutter System JA'y;E NV. DARE #1 W/ OR W/0 kV. WINOW UAM TILER TESTING h ENGINEERING COMPANY American Shutter Systems LY. x oEsceiPnyx OAT[ pxmw a': ;'•ne4+Q 14 nsm Nw. sw a., s.. xs..+Pam+Gwx„s, ncew sys Association, Inc. I'.I olo I5- Ee =f'tJ�"'•—�'Q""+1 rnone : (apsjan- J abs N/3J/I, wTE: of/2T/t>. ''TI Cyr t1 :- wiBm.aeeao•:nmTOS eeI-lest A868 Westroads Drive I'f DRAWING No ONAI Eta m West PDIm Bearh, FL ,33407 .. „ EB-CDON, !] 1 J • Tl WALTER h MVT J.. P,E. P.E. SEAT /SIf,NA91RF /MTR FmnmA Ua) UTT SIT YE NOTES ON LIXi(I„G R09$ IN r E%IST!NG Guss INSTALLATIONS WZ (I ND ALTERNATE NV WCX6.IS, `"Go =.® ** BLAOE SUCK OE,AS. NLT IS v410 F 41 BLADE W HV CENTERMATES CENTERNAITS Arp,C TJTO„ Nrj% �Ea =•®w©•Q7 60«10 •QQw i21 OR s ND we o•Qs«Q.O �.©� QNNEC�� ,\ ©'o Qw© O • �':'' -- ex¢Tlac cuss DETAILS ON SHEETS tN' to j� O.Ow�•ONTO'O ----......-----.--------L---- 1/4 I �— )' 9 VT Nc„oas To cOiceu- 112 DOSING T I — - % ' trOP/6anoMlk AT sMs TO mRE ar GiN ANGu.EnP1� I SYMMETRYCAL Blo..t/•'sus.012- CENTERMATES CENTERMATES MIN. sEvuvTic„ i Gc iVLL LErvcer. ' W V LOCK_ 4 or �I 5 W/ HV LOCK o To eusE • y �_� (SEE SCHEOOLE oN SKEET 11) �I' IN �' -'— —' 1o•®�x�.03 �^ I HVA i. cVSS ',O QUO Q 19_�$ IwtEx!silN I i �� ml `l IAN SEPgFg110NTi 0 .,LASS (see HEET 111) IN �➢CNRL . 3 ON SHEET I11 (INTERIOR) OUT LOUT p *..Azq, cExrf.RIOR> �N 3 ®any L0 (2) -02 HVB oUT HVQ .O�O OO �x®O6-• ®© O8 _©©cv 3 IE% RNLCR [HiEPO E LWrS.REOUI(D)S—TCAL -�.— CENTERMATES INSEPuPTON 4 (0ErE'HTOWHV LOCK fiOPT,MIR ory SHEET II) j j' `CONCEE@ ANCHORS }• L I /' n II6 O.C. 3 6 I iLOUT _6 I/21 MA)I. SIAo, HVE HVF** FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone O]O,i rRi[CO3 INC, 1 02017 EAs, AIEiRL SUPPLY• INC. BERTHA HV,, IL E�C O ,■a E S S A Accordion Shutter System ■ ■ ■ ■ HV HAM #1 W/ OR W/O H.V. WN]ON HALE TILLIT TESTING a ENGINEERING COMPANY American Shutter systems Ev, SESCflCno„ OA]E DS,,e1 el LC. e]991tw. ]e:n. zL, sr.. CC; NNpxN veers,'eve, a,5 Association, Inc.. '., OLD 15-085 /77/I 2% 1 WD 0) pnere pos)sn-Isso . Eo.: (aos)8]i-iml 4268 Weslroods Drive 1 / / 7 - 0E OeWest P01m Beach, FL 33407 ] DRAWING No m -Te671W6219 NSl, Y, le.w. A 1. 1 E. ALTE NATE INSTALLATION W V "T" LOCK 60 HV MALE/FEMALE "T" LOCKS CENTERMATES 8 _ & LOCKERS (4 W/ ni HV BLADE aLE END CON11901011 DETAR.S ON SHEETS 10 & 1R OUT �H eua[ msucx ofmE ,us. wauMo en AEfl e. a©• ( 4—�,10 -@- 6[Alm 0Y/M15 5 f£i, Wry BC V/$ED®!M MiYS RF?u. �-0-turn-0o- ISiylAElax aEfyi xW S)eaMr M M!5 SxCfl. LOL * 5[E H.IE 6 Fee M• lea,@ , f sinus aw .uuumvu aY[fl ASr. OlpSygF UI.eE. !t!v TF%'.Ioa,9leer, qeer, afaN aN [Wh. yr' Su.9 rt ---- HV "T" -IN- (4) x.¢ 3 3oLOCK INSIDE as (nP.) 1 _ I ,y3 .31 oe( 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 `- 3355J'-'� W/ 7/8"o x 3/32" WINGNUT' lovnovu) HD13—HVB ©0 HV "T" LOCK (OUTSIDE)— @ SYMMETRICrAL HD CENTERMATES HVG* 1_G_a-K LxT€3aR) HDD—HVDn FLOATING STACK = �'`...�\CENS�., ✓ = sEmv nuEao, Inc lo,q 1LTTECO a: :?'•. /�� •,Q- ,L./ TILLIT TESTING &ENGINEERING COMPANY �y '•.. D N �15, •xV.x.w. i6ln. 5)Nvm:M; (3. z l-lM me Pnom: Po [)en �oo.ot.oamas)mi-rsn ........ ♦/Q tip` 11t _ HAL f..de.A 0-ce-1130 T°¢ T.I- Lana P.E. SEAL /SIGNATIIRP /nATE "os!w, vo. t umv A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroads Drive West Palm Beach, FL 33407 (4) H —HVC -S,YMMURICAL H0&LN ERMA S W/ (yd CK„OT RIOR IY•1Ne D,rcYYM4 CEx.j�Qaarvvwm.®�,a4vm M- el i •....w ... TM Accordion Shutter System H.V. MADE #1 W/ OR W/0 HV. WNDOV BLADE Ns 107 CONCRETE ANCHOR`- 6 IB O.C. i� o (LOCATE AT OF Q SIDE ) OF ®) MIN_ r /LOX'/2. S.k,S_/ P 16'OC. 17 vr,wcrc i `/ L04LREIE HIOCK !/A U. V .4EOUIRED / �. - Y.0 OF CONCRETE _ BLOCKWALL REGU RED %-f UUx`U CONE RETE ____ %� OR CCNCHU BLOCK WALL REOU.RED I ___ PCLUED - OR CONCRETECONCRETE EXISTING CLASS / % / / LOCK MALL REOW //� 8 EXISTING GLASS�EXIStINp / /• ) GU55 —2 MIN., —� NN.SWAWAYi -� / 1 2 MIN, (STING GU55 /___. MN Su•Awnnr // ° m cuss (� - L/ IL: O ED / TO (LASS (ESE SCHEDULE ON S`2F.T VKETMN. S.rl' FOR ON (DAD 11 FOR @, rVEQM9 srPlPAIwN m (iAS (j I k . • r r I M!4 SEPMATO 1/15" 3 MAX. IT FOR EWE (I)AND ON seat 19 NOR (6063-T6) CONi._—"� 64 S2ETT .0 NOR SW1Es k , f / 5X:pA£ W 45C 11 FLR P{p' 0Ay0 III 10 GIISE (SD SCHEDULE LN e: . J' �`S mA•�'.n' ". ALMA. CLOSER PLATE. (LOCATE +/S CM SRE£T 19 FOR / fiTAp55 A O 1/2" 11 FOR ROAD C IOU sNEE1 19 H •r AT EITHER SIDE MIN OFQ) 1 ' 1--..- i L B1C£S OM Q #1011/2" S.H.S. I -_- USE I' OR ]' IIAX (AS APPUCADLE)x2 I/B•x0'-Y" : I +/ d Ifi" O,G �• ____ /1 .... ALUM114UM CUP AND (6063-T5 ALL0At NDHEIGH1' X ✓ (I) JR&-3.Z SEE DETAIL X IOq. 11"ORI/z' S.M.S.td O. a (�� (2)1/4'¢ TAPCONS ANCHORS TO WALE AT f OC (COCA}E A SEE DE.TNL`X POR LONNEC110N (j� SIDE LDNNECTIDNL.IJ N'/ OR a TO TRACKS0 OR ®x ELNER EIOE OF©) d ORSIDE wl�•®n 10©.®a Tp TRACKS / ^ •• 6 J w 0 10 •®a ©a®w©•O O �'®w SEE DEiAl4 F FOgJ Q 10, SIDE CONNEC ION O ®n© ®a© ®^ W T ACK$ + ®"©•�^�r 10 •®w On®w®,®s©,©w :TION DETAIL 01 END CONNECTION o ®w®•®^ALL(g) DETAIL 20 END CONNECTION DETAIL03 END o ®^®®^®•®-® CONNECTION DETAIL® /- POURED CONCRETE OR i REOmREO ONLY FOR SPANS GREATER THAN 12•-0' U / fLOH. EN SIINC GU55 CONCRETE BLOCK WALL EXIGLASS CONCRET / GU55®_T M. SLPA^ATCN B10tit/2" S.MSa. "TO GA55 (SEE UP PLACE r M9 O O 16""�.HSDULE GCMID CONCRETE/TTO GLASS (BEETD/ IYLIN / -- N® R mh ANCHOR 0—. 1 OC. \1 / \ W SHEET II FOR IXACCOA,I I OE 18 FOR . EEI'yr��� - _C0!ILRETEtlNJES - -T __ Ofl® Oft�OR� ©ANCHOR 16 f0 ORS ' �OR�OC. / 1 r) N. /ED / ( / ♦ SEE LIM iA110115 OF VSC FOR -- 6u0E �ON SHEET 19 \/Ofl(9) 1©OR@OR(BOR 1 1© VIEW Y OR POURED CONCRETE OR CONCRETE BLOCK MALL Q OR ®w �a®w©.Oj wO0 w10.®•• t '. ®w®n©•OnOw10 •®n PLAN TA, DETAIL X RECOPIED END INSTALLATION `©O ©n©O ®w ©O ©^©•O ®a n HV BLADE OR QA I� HV WINDOW BLADE INTO END CONNECTION DETAIL SQ p.®w®•©n�.®nQ;®! rr ®w®.®•©.® CONCRETE OR CONCRETE BLOCK WALL O N CT0 DE I © FLORIDA BUILD 61CODE(NOn Nigh 1 JyyQ•... l=_ Velodty Nurricone Zone' SS j • i}G ENS'•, `'�'.. OMV $SCO. I.C. 1 B2D1% EASTERN METAL SUPPLY, INC. BERTHA HVTM ( A■■ S■ A Accordion Shutter System ,,,� ■ ILV. ■/+DE , W/ CR w/o kV. wN00N EVADE i '• CHE Y �.Q •'•:f TN41S1\ TILLIT TESTING & ENGINEERING COMPANY .,Is x.w. _e" P., A.. xa. XR4lnu.. TeM. 0.iH American Shu}}er Systems Assoelallonr Inc. DESCRIMOn On[ DMv oC Lc T cLD +s-Des • d Grp Pnen.: pes)mr-+s0 . r6.: CcS)en-Ne . -'"°Ea 11aroei�s°'°°m 4268 Westro_ Drive 1 0 : DJ/v/n DRHWfINC ANAL E�, 1 1 ��•' West Palm Beach, FL 33407 I+e ............. PF CFAH/CIrl.h HXr leAlc o' RR A, '.1 ., E P . LOP.Bt Lk../ I6J 1No n „•,-,- SCHFN III, Al MAXIMUM SHUTTER SPAN 'L+" OR (ft.). FOR INSTALLATIONS W/ M Ll NT RMAT c @ & ® or or WI ONE HIV. LOCK ® or C or or NO LOCK ® W/ NO LOCKING RODS or CENTERMAI� 28® 29 W1 ONE 1Q'T' LUCK 30 W/TNO I-COONG RODS 35 BOTTOM EE sn "vIM RRREaS�1WxCr.[ pTpOiPp¢&1 CONCREI & V,DG L•JSLeLNTONS O MALL MOVING nAOR/CEILING VO'JNTINC I . UI I l-(RI II (11) L - (A) 30 OR LE5 16'-O' ID'-o- NI-D" Is'-0'_ 35 ?-'-TO' t4', f0' 15'-2" 3' 50 t�Y-5" 14'-6` _ta' I]'-.), 55 II'-10' 11'-l0' 12'-1" 13'- GS 8_D --85 9'-10 10' _p'' _- 90 _ 100 B'-9' 6'-4— 115 8'-II' 120 0'-G" ' 6-11 B'-2' I 0'-9' 125 __1 )'-lo" 6'-9' 13 Y-B" 6 -2' X-10' e'-I' 5 _ 140 75" )'-J' 7'-6 IhS-- ___W-II' Y-3' S'-9` T-5' 7'-3- 15 )'- 5' S'-' T-a' T-0' 155 7'-0' _ S'-I' _ 7'-2' 6°-9' 160 6'-"' 1'-2- Y-l' 5'_p• 155 6'-10' 5'-1' )'-0-0• 6'-a- ..-....... I70 4_IP 6--ii' 175 _ G-_)_ 4'-9' E'-9' 0'-0' ISO 185_ 6"-5- 4'-6' 190 W-4" 4'---5• 6'-6' 5'-6- 195 _-�200 205 MAXIMUM SHUTTER SPAN* "L+" OR "L-- (ft.) FOR INSTAUMNS W/o4. rorHVONE HO W/ NO LOCKING RODS (SEE NOTES t, tt) COIJCRETE & MOD XS.A. PXFS 'N TA All y FFN55}V4E WILL MGII"I'llG 6.0 & (x -) FLOOR/C.N.- NOIIMING SCHFDI IIF Ai tAXIMUM SHUTTER SPAN* "L+" JR "L-" (ft.) INSTALLATIONS W I & W/ ONE HV LOCKS OR:'J/ NO LOCKING ODS (VIVID FOR MOUNRNG SHEET )) CONCRETE 40. OLSIGx INSTALLATIONS 'R"RE RCOR/CEIN G 11.1"6 U OR f• OV -) _ RCGR ALL 4-ONI:xC - __ 30 1'-' I6'-p• 35 52 _ MO 1a'-2' 15•-0• _ _ 50 _ 55 _12'-3' II' - I' 11'_11• 60 65 _10 AMt .Efi= CRETE & WOOD NSORY A.B.C, 0, E. M I.I. N, 0, P. 0. K & L R, S, & V., I, I1. J T. U. VI & X M NNNUM 511UlIER SPPN -L✓ OR "L-'FOR INSihtlAilONS INTO ROOD SHALL BE LIMITED TO 105 Pel. 0.5.0. DESIGN PRESSURE RATING. t HI CORNER CENTERMATE #3 MAY DE USED AT ALL MOUNTING INSTALLATIONS. LOCK114C SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDn10N Q2 NOTE R5, SHEET 5. tt E%C:Pr THAT WIMUM SHL SPAN 'l+' OR I-' AND M.XUMUf &S.O OESING PRESSURE RATING FOR INSTALILAMUS INTO CONCRETE OR CONCRETE BLOCK SHALL SO NOTED AS FCLLO\Y5: I- CONNECTIONS TO XEISTO14E MOUNTING LIMITED TO +64,-92 o.].f. AND B'-0' SPAN, SEE (MOUNTING MOON SHEET ), SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 - 02OIT I:LTEGO. IrvC. :L �^ IL E. Z TILLT TESTING & ENGINEERING COMPANY y L9T 6J55 x.W, ]BN, Sv.51.. ,b 5, NMJx4 GPOpq AIXi:M ]J `� Pnena: (]GS)e)1-1930 Po.: UOSISN-Ml HI6) HV BLADE A,S.S.A, American Shutter Systems Association, Inc. 4268 Westroods Drive West Por, Beach, FL 33407 SPAN FOR A GIVEN JRE RATING. R A GIVEN NEGATIVE PROCEDURE TO DETERMINE MAXIMUM SPAN FOR L MIOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: :N A POSITIVE AS.O, DESIGN PRESSURE RATING, ERMINE MAXRIUG SPAN 'L+' FROM SCHEDULE. :N A NEGATIVE A80. DESIGN PRESSURE RATING. ERMINE MAXIMUM SPAN %-' FROM SCHEDULE. L MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE ULN DETERMINED SPAN BEMEEN 1-+' AND %-' PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SINATIONS IN BETWEEN LVALL JACUNTINGS FLOOR/CEILING MOUNTINGS: A. GIVEN POSITIVE A.S.D. DESIGN PRE55URE FOR WAIL !MOUNTING INSTALLATIONS. FOR FLDOR/CEILING MOUNTING A GIVEN NEGATIVE AS.M DESIGN PRESSURE SPAN FOR IVAU MOUNTING INSTAphT10NS. SPAN MR BOOR/CEILING MOUNTING MAXIMUM ALL04VASLE SPAN IS E'OUAL TO THE IM BETWEEN 'Ls+ . 12+'. 'LI-' AND 'La-' ) TO ANCHOR SCHEDULE WITH FINAL WIMUM, ABLE SPAN AND NEGATIVE A.SA. DESIGN ORE RATNG TO DETERMINE IUXRJUM A14CHOR INC. dion Shutter W/ OR W/0 H.V. W NE AWING No 17-107 3'-0- B IFS ]'-0- ® WALL HEADER MOUNDNG DO�®m�OOpta �000�i mmm000pop® ffimm oe BE 199109. moPo�®r®O�oOO®® ommimm�� ovg��� ®o 00 ®oAe000 mEx ooeo �i 0000000mmv00000u�m� o g�I� mmo 00 op Mw - 1• ♦ - u n ] _ - - - - v 11 5.5 9.5 -_ - _ e_ B ) 9.a •.5 15 to 9 9 0 - - 1♦ Ix la ) -] ♦ _] _ _ +d v s s.y - - i. a es _ _ _ u �x e. -T _ _ _ ° s.9 -♦ s I10 9 8 B Ix 9.9 1� Ix B.4 ].5 •,! 8 s e v '.a a • - 10 9 e '. 9.5 4 19 H9 65 S 9 p a.5 S♦ = B J.3 ;4 11.9 ♦.] 1• �13 >.5 a ° 6 S 10 10 0 ° B ° Ix 9 1♦ 11 8 6? _ B _)5 B 9 9.5 ]5 11.5 0.5 J 1.5 B5 5.5 - 9 e 5,9 •.3 J.5 - 10 9_ 9 - - 1♦ 100 10 B p - _ ' - �♦ 11 _ H ),5 _ - _ _ ]_B5 3aS _ _ 50 ...._ +• Ix 0 p >S'J.S ' I x.3 93 _ _ ., _0_ 0 - 11.9 - Ia5 8 S 9.5 - - I S 9.5 - - ° 10 I35 9.5 •.5 0 5.5 0 B B ♦ s 5 _ { • - 11.5 B 5 p 0 5`5 •.S - 14n ♦ _ _ _ _ _ _ )3 5 ♦ _ B Iv - .___ .-_. _ __.._..... _ 1• _ a _......._ _ _ _ _- _ -9 A FLORIDA BUILOIN "y1GENg�'.,SE'9 ti? a IL ECOINa, A.S.S.A■ �p TILLIT TESTING & ENGINEERING COMPANY Amarlcon Shutter systems A. v aJ3s x.w. ]Ea. sr., 11.. wa wealry wuea5. na .a m Porne : I]0e)9)1-19]0 . Por : (]OS)0)I-193I mee Assoelation, Inc. 4268 Weslroads Drive ... +T 'P51 .... �aoaei�n,Por, West Palm Beach, FL 33407 L ENS'„111 w 2a A TLLrt J, P,E. P.E. SEi17".19N3PIA Ti1RE/DATF' a3xlvA a.. F ♦•le] TAPCON OR t DF VIITH AWANCEOOFORIA TECHNOLOGYPO!N1'S SOLID -SET BLUE TAP TAPPER♦ iY SEE ANCHOR SPECIFICATIONS ON SHEET 13 •SEF LI!AITATIONS OF USE FOR I IRIAOE VA CN SHEET 19 11 W2917 EASTERN METAL SUPPLY, INC. BERTHA H T1A Accordion Shutter System BLADE #I W/ OR W/0 Ki WINDON MADE DEspNrnOx v1'E OrwnN M Lc OLD0]/Z]/17 EPEIDRAWINo 17-1., nwmn DLNDREtB/mICRflE BLOLX PDurav coxEKc1E Mwuw Y OWALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING (fl) JO Il.E¢GI f0 Nyfi[ 60 )3 @[SNFC 90 IRO MN:6 I60 Lal" 205 -S0 ]p OLVI ♦0 X[ 60 IS �.4LRC 00 13t1 PnrtvC I60 $OS _ JO D. _Rv4N W IRfA_IBL SO >5 iX¢N6F I 90 130 PAR'iG ryl 160 305 3•-0' OR Ef$$ I♦ f1 11 I3 I3 12 10 10 _10 9 9 9 B B B B B B b 8 _B SS 6 6 _I♦ 1♦ 1♦ 1] 13 11 1H f0 10 9 9 e 0 0 B 0 B 6 6 6 6 E 6 I♦ Ia Ia 1] 1$ 13 �� 1p 10 B 9 S 0 B e 6 B 6 6_ 9 11 13 f0 8 0 0 fi] if 1$ 10 9 B 8 6 6 1♦ 1] 10 9 B 0 6 0 1♦ 13 10 _B 8 J SS ].5 If 12 IO 9 6 9 0 6 )♦ 1] 10 B B 0 6 3 4•_0• I 1} 10 9_ B fl 8 6 1♦ 13. 10 9 0 0 5 6 1♦ 13 10 9 0. 0 B SS It 12 10 9 9 B 8 I♦ 1] 10 0 8 6 1.9 1♦ 12 10 9 0".ti. 1 ]S 11 13 10 B B S 0 ♦} 1♦ )$ 10 _9 B b B B 3.9 11 I] 10 9 B 9 6 1.5 11 13 10 B ].9 _33 3.5 - 1♦ a ip H B 0 6 3 1$ Ip 9 B ) 5.4 a 5•_D' I♦ I] Ib 9 0� 0 8 L R 1] 1D B B 0 6 5.5 _la It 1$ ID 9 8 0 6 45 I♦ I} 10 9 B J 1 -. f1 1$ 10 B B 6.4 5 ],5 If 12 10 8 6.5 5 ]5 ] ♦ I] 10 9 8 ).5 f4 - 1♦ 12 10 P 0 8 6 13 1♦ 13 10 0 6 LS J.]5 12 9_! ].! 8.5 ♦.5 - 1♦ 13 f0 8 'l3 i5 13 10 9 0 8 ♦.5 J.5 6•-0' fa li 10 9 _8 B 6 _- I♦ li f0 H B fl Il _♦ I♦ I2 10 9 0 65_ 5 JS f♦ 13 10 9 ).9 4.5 ] - tf li 10 B.5 > 5.5 ♦ _S $ I♦ I2 B B.5 3.5 � 5 - 13 J -0' 1♦ I♦_ 13 13 9 10 6.5 9 J.5_ B _J B - - _ - -_ 11 1� 12 I] f0 10 9_ 9S 0 II.S - ] a.5 J JS • 1.1__ ♦ 13 12 10 ID 0 9 ) ),555 5 J.5 ♦ ] J t{ I2 10 B 6.5 ♦ - - N 13 9 $.5 I: t5 3.5 ♦ 111.4 ] 5.! ♦,5 J.9 - It 12 10 0.! ] ' - -. 1♦ 1] 10 ).5 5:5 ♦ _ ♦ 12 9 ),5 MS _ 11 1) ) 93 ♦.9 - ♦ 13 10 ).S 9.5 • ITS 9 8 63 J B•_D• 1♦ 13 10 9 0 45 - - 11 13 10 0 6 I♦ 13 f00 _] 6.5 9 ].5 - 1 IH 0.5 )- 9.3 J - - 1♦ 13 B b_! SS ♦ 3 23 94 II 5 ] ♦ 13 H.5 ).5 6 - 11 I] 8.9 8 I{.S S - - \4 13 0 6 QB 1 _ -__ B._D. 15 1z"Io e - - -'Tz I] 5:'s ♦."s - Tz e5 ] _ _ __ i� 11.5 ),3 6 ♦ 1♦ 49 3 J! -_ 11 B 6.3 1.5 13 65 l5 - - - 1♦ 1]. 0.5 ) SS ♦ 1♦ 10.5 ) 9 B ♦.5 - 5S.5 ♦! 1D•-0 If 13 10 9 J.5 _ I♦ ._.... 12 10 0 B:5 9 _.....�.. - - 11 13 B �b S ♦ - - 11 11 I J.5 S9 11.5 9 6- 5 1 - I34 9.4 6 5 1 10.4 B 3 - - - - - 1♦ I3 0 65 s.3 1 IJ IO s ] 11'-0' I♦ 1__ 10 - - - f_.13 9 ) �8 ♦.3 - - 11 1G5_}5 _e !.5 ♦.$ J.3 - _ - IIS 9.5 S"= �J 12 9 6 49 • S - 9 ] $S ].3 J 10 _ - a 103 ! S.S ♦.5 _-_ 113 B:S $5 1.5 ],)$ - - 9.5 12•-0" I♦ 1$ 10 - - 1♦ 13 B 6.5_ 55 IJ IO 6.s 5 � � ��'_ 11,5 0 f ♦.9 _ II 0 5.5 1 }! _ 8 _ IM1.S _ � 10.5. J 5,5 ♦ 11. fl5 SS ♦`5 ]3 13-0" 11 IP - - 11 11.9 ].5 6 5 _ 12 9 6 ♦.5 1 -� - ♦ 0 6 _ 1] 83 95 9 - 105 )'S 5 - H,-0' b 19 _ N 105 J SS - 11 09 5.4 ♦.S - _ ITS 9 - IS•-0 Ia - 35 1p fi.5 - 10.3 0 9 _ Ia 9.5 11 1. ANCHORS M SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE (Min. I'c . 3 M;) - 1/4b TAPCON OR TAPCON WITH ADVANCED MRGDMILM TECHNOLOGY ANCN( ANCHORS epAMNG IFC 'n - 1/4-0 p 3/1• ALL POINTS SOUO-SET ANCHORS. AS DISTRIBUTED BY ALL PO BOO. iMf.ON OR - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED OV RORIE TPPCOT WIT I ADVANCED ADVANCED - 1/4.0 TAPPI ANCHORS AS MANUFACTURED BY POWERS FASENERS, INC., . TNREAON COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR RWI (MIN. VP • 3 kY) AlL POINTS $OLIO-cEj RLUC 1M PI/ UP NOTES: iJJ+PER♦ A,1) IANIAGUM EMBEDMENT INTO POURED CONCRETE OF ONION OR UPCGH V ANCHOR$ IS 1 3/4, AND FOR BLUE TAP W/ W ANCHORS IS 1 1/ 2'. 12) MINIMUM EMBEDMENT OF 1/1" a 3/1• ALL POINTS SOUO-Ut ANCHOR! ♦sEE uugnnONE OE u¢ EGP HIMZ 1�'.w SIIE[i Ip INTO STUCCO SHALL BE PERMITTED. 1/4'0-M B.S. MACHINE SCREW USE EXIST, AND I' MINIMUM FOR WALLS WITH N9 STUCCO. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANCHORS 5NALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEH NOTES Al) 6 A.1) 190VE. FOR INSTALLATIONS ON NNTL SIDING OR OFS INSTALLATION INTO EIFS VAIN METAL SPUDS SEE SHEET 2O. 1 HV BLADE OR 1 HV BLADE W HV W DOW BLADE WORKING IN UNISON AS MANUFACTURED BY LLW, BNLOEX. (Min. I. = 3 W) SCREW, BOLT 4 5PECLLLTY COMPANY. (Min. !'P = 3 OU STENERS DIRECT, INC. (Mil. I'C - 2 k Q DISTRIBUTED BY ALL POINTS SCREW. BOLT h SPECInLry 9 WRH ME AMEHICAN SHUTTER SYSTEMS )SSOCLOTION, INC, ADVANCED MREADFORM TECHNOLOGY ANCHORS AND TIPPER, BE 7/8' INTO ME POURED CONCRETE. NO ENGUMENT BE 1 1/2- LONG MINIMUM SHOULD STUCCO SNEER BE FOUND ON THE EXISTING WALL OR 1001, ID WALL FR I5ME5. ANCHORAGE SHALL BE AS MI ON 09 WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR (B) TO EXISTING CONCRETE BLOCK: (ASTM C-00) - 1/4'0 TAMON OR MX`CON WON ADVANCED THREACI TECHNOLOGY ARCHDRS, A$ MM'UFACIURLO BY II.W. BUILDEX, - I/4% s 3/4' ALL P01N15 SOUO-SEF ANCHORS, AS DISTRIBUTED TV ALL POINTSISCREW, BOLT 4 SPECOLTY COMPANY, - I/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. 1/4'0 TAPPCR4 ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., Mc DISTRIBUTED IBY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OMER APPROVED LICENSED OR AUTHORIZED VENDOR REGSTEREO WNN THE, AMERICAN SHUTTER SYSTEMS ASSOOATON, INC. NOTES: BA) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TA➢PER4 ANCHORS IS 1 1/4- AND IAPCON WITH ADVANCED THREANTRM TECHNOLOGY ANCHORS IS I'. 8.3) MINIMUM EMOEDMENT OF 1/4.0 13/4' ALL POINTS SOLD -UT ANCHORS SHALL BE ENRRRY EMBEDDED INTO MECONCRETE BLOCK NO EMBEDMENT INTO STUCCO SHALL BE PERMNTOU I/a' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 I/i LONG MINIMUM SHOULD 51UCC0 EXIST, AND t' MINIMUM FOR WAI VNTH NO STUCCO. 11 B.]) IN LASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ARV VENEER BE FOUND ON ME EXISTING WALL GR ROCR, ANCHORS SHALL BE LONG ENOUGH TO REACH ME MAN SMOCNRE BEHIND STUD WALL FINISHES, ANCHORAGE SHU. BE AS INDICATED ON NOTES FIT) h 8.2) ABOVE MR INSTALLpiIONO ON VINYL SIDING OR OTS WITH OR WITHOUT "UAL STUDS CONSULT TAPE ENGINEER FOR INSTALLATION INTO EIFS WON METAL SNOB SEE SHUT 20. I I (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF ME RECOMMENOAiIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEOIIIF RFI TV - -1 nl-Il - .I -.... .,I,E - .. _.. ...�...� .. .. .v.. rv...i�na. EDGE DISTANCE VERSUS SPACING SCHEOUL FOR ANf HOTS NAXIMUM MICNOR SPYING$ APE VALID FOR USE DISTANCE$ IIIpICAITD RELO]/, FCR f. p. IF$S MAN ME INCICATED. REDUCE ANCHOR SPACING GN<PACING $Y.OfVN 01: SCMEOVLE BY ME MIS!ACTORS. I BY MULTIRCOVCfD SPA C OpiAIIED VSI IfL'FgfiOR 5Ha1 NOT BE LESS TIMN MINIMUM SPACING IIDICATEO FOR EACH ANCHOR TYPE. ACTUAL FACTOR, EDGE iAPCON TAPCON WIM ADVANCED MRFAOFORM ALL POINT SOUDISET BWE TPP W GAP / TAPPER 4 DISTANCE TECHNOLOGY MIN. SPACING E.D. LIIN. $PM.ING a J' MIN. $PACING a ]' MIN. $PACINE •• J� 1/2' MIN. $PACING ]' ] J/4' ♦' POURED CCNLREIE k CONCRETE BLOCH p(� gyp. .�h �.A�E gam. PWREO CONLR k POURED CONCRETE Y FCURD gSRd]( Cl%AE.<gN( 19: EA,S MN EO.3 I/3' MN CO.3 I CONYRER BLOCK MN EO•]I CONCREfE OLOCN M!L EO:•J' ARl EO.•I IK MN C0..21/3' 3• Lo o.e0 1.0 O.Je 1.0 1 1/4' I 1 2' 0.35 02017 RLIECO, INC. > iL ECO1Na. ` J TILLIT TESTING & ENGINEERING COMPANY B.95 .." s:, s4.. Jm, NFON:A 6s4 c. ,'MIW Ss pl- : (305)0]I-¢]0 . F..: (3061 mPC: 6RaoaoagPn LIL FB IB , WATER TILLIN JI. 11, T n'Tc FLOP.lb. ;i MI6)67 . 1 ALSLS.A. American Shutter Systems Association, Inc. 4266 Wesbocds OFiee t,I PGUn Becch, FL 33407 92017 EASTERN METAL SUPPLY. INC. BERTI�A HVT,A Accordion Shutter Sy HV. MAf1E #1 W/ OR W/0 KV. WNDW E !AWNING No 1/-107 PWREM WNCREIE PoURm CONCgEfE CpNCREIE WKWOK gpAy (N .._.:._... JO I WµK _.-MOUN}I0 ♦0 W 0'.'ER 6 )S 1 90 130 WEN[N _. Ifi0 __ (wl 30S _. xa ]0 _O] aml 10 WNNGUARD of fl ] enfiys[ 80 MOUN)INC 130 Bi1Bx I60 (p 303 Axg: caLx ]0 b LL/ROOR arum[ 60 ]S vxmusL 90 MOUNTING IRO BAR14 1fi0 (w 30S ©WALL/WAIN Lxo.1 -[gym BLOCK rl[_umE pVEq frnvu MOUNTING Mmx 0cl _ 1�-p A. p. 1• 1♦ 1♦ 1• 1♦ 1 1 11 13 IS 13 10 10 10 10 10 10 10 10 10 10 10 10 9 B B 9 9 9 9 9 9 9 9 8�0 8 0 8 8 8 8 0 0 8 8 B 6 0 6 6 6 6 6 8 fi 6 6 6 6 6 f3 12 13 13 li I2 13 12 13 12 IS I2 1R 13 11 1$ I2 12 I] IR 0.5 13 13 t3' I$ 13_ IIIB I.S IB.S f2 12 r2 1$ 12 11 1] 12 1$ 12 I] 13 1$ 10 12. 13. 13 9 N 11 0 10 PS tl �fi� - 9.] 10 )} I2 1] 12 13 85 13 I.5 _I2 0 ip 10 11 8.] 8.5 0! i_0.5_ 8 ).5 9.5 9 8.S ) 6 ) 5.9 e3 3 12 IS IR 11 )5 9.4 9 10 6 6 0 8.5 9 J S 8 8.3 t 5 SS 6 5 35 ♦ l5 12 11,58.5 12 10 9 0 0 ).5 8 5 83 85 ) 4x 5.5 5.5 e 5 5.5 ]9 �.5 ♦.5 5 t n.9 15 15 9.! ),9 J ♦9 8 $.5 6 1 5 5 3. ] ♦-- • �.9 .]5 t - ].5 ]S J- 33 Py B.] ) 5.9 5 ].5 t5 ♦ •.4 J i9 3.5 • - 1 ].5 - ] _- - - - 63 S)) 5,! 1 1 -))> - ] 1] -_ - - ] - - _-__ - - - -� - ___ - J) ) ) ] J_ _) ] > J ) = ) J) ) ) ] J_ > ) J J ] > ) ] ) J _ ) _ _ - ) ] ) ) J ) l ) ] ) ) ] ) ) J ) > ) J ) _] )� ) ) ) ) ) _) ] ] ) ) ) 5.5_ i ) 5 ) ) ♦.5 ] J ) ) J) ] ) ] ) > 8.5 .J ) 1 5.5 ) )-0 ) e 65 •S -) S.5 ] 5.5 ]3 _) .) J J ) ] J ) J ] 5.5 ) 6.5 J ♦.5 ) 8 ) ] 5.] 3.5 > {.5 3_ J ♦ ♦.3 1] J ] ) 5.5 ]_ J •.5 ) 35 fi ♦ ) S 5 ] ) MS ) 3.] - - ) ] - S,5 J > ♦ y ].S JS > 1- i5 J 3 - J ' - e - - - IS _ 35 -n_ 9.9 ♦ J 5.5 3_ J.g ♦ - J' - 6 _ 1 J - _ -- __.. -_ J01 5] 3 9 5 5 5 s ] _$ 9 5 5 5 5 5 5 5 4 5 5 5 5 5 S 5 9 5 $ .0 5 5 �5 5 5 -3 5 5 _9. 5 5 3 5 5 9 ! ] Y 5 9 5 3 5 3 9 $ S 60 5 3 5 5 � 5 3 5� 9 3 5 5'.5 5 9 _] 5 S S 5 5 5 5 5 3_ _S 5 5� ] 5 ]_ n.] 5 ]_ .5.. .S 3_ 1 5 3 5 3 AS 15 )S 90 5 5 5 y 5 S 5 5 5 5 5 5 3 5 3 3 S 5 S 5 4 ] 55 3 5 •.5_ 5 5 5 9 5 J.5 5 •.5 ].3 5 t5 ] IRO 5 3 _3 S 3 s •.5 5 _3_ 51.5 ♦ 9 5 3 ].5 9_ •.5 $ • 9. ].S - S - 160 S 5 S ]__4 5 5 ]S 5 ♦} ] S 1_S , 5 - _3 ]-__ _ 5 .. ...- J 305 5 1 S 1 { 5- - - 5 _] 5 - S •.5 _♦ 8 6 6 E 0 B 6 8 6 6 8 0 0 8 8 0 5 0 8 6 0 8 0 0 0 0 0 8 8 0 8 8 8 _ B 8 8 6 8 8 8 8 B-- 1• I♦ 1♦ 12 1$ 13 G.-p. In I• I{ 1• 13 1R r1 It J•-G• 1• 1• 1♦ r3 12 12 10 10 10 10 10 f0 10 10 _f0 10 10 10 t0 10 10_ f 10 9 8 9 0 9 0 9 B 9 0 9 0 B 8 9 P 9 6 9 0. 9 B 9 _0 9 6 B 8 B 8.,...8 9 fl 9 8 11 11. I♦ 1♦ I♦ )♦ 1f 13 1$ IS 12 13 12 12 8 6 8 8 6 - - - - - - 0 - _-_ - - - _ - - - B.-p° g.-D° 1♦ 11 I� ♦11109fl8--12B 13 13 12 10'-D" • 1• IR 12 11 It IZ I♦ .._.. )2 - _, - 0 10 6 ].5 1 5 J • _ _' l ) ) 'j 35 B _5 5 3.] _ _ _ .. __ -5_ 5 -__ 5 {.5 ... • _. J _.. - - IB 10 . 10 10 10 to 10 Ip 9 8 9 0 13�-D°-' i• Is II 12 0.5 0 s J9 - - - ) 6f_♦.913 - - - - - - n.5 p.]] _ �_ _ -_ S ] 5 ♦.5 15 9 8 B B - c _ - _ _ 9 J > J 44 • _ _ _ _ 5.. _ ♦,5 ♦ 14-0" 11 I♦ M 11. 12 12 12 - _ - - 10 03 65 05 5 ] 9.5 J ♦ _ ] 15 _ _ _ _ ] J _ - ) y J _ J ♦ _ - _ _ = g 5 5 5 s s" ♦ S 5 s _•_ 5 _ 5 _ _ - _ ID-0 I♦ 1 11 1' 1 16 t.5 J' 1 ] .__ _ ] > >.. ..> ) J.5 '... .- 5 S S S 5 S t J B 6 S 5 5 5 IBA-0° 11 1♦ 99 0.9 85 • SS - ) 53 13 - - 9 ! ].5. 1$ 10 ] IS ].5 J - _ - ) > .fm4 J J _0 ]- _ S ] 5 5 3 •! ].S_ - _ .•] .. .. s 4 1.5 b = C101) TLifCO, ML. rr /+ IL EC 0INa. TILLIT TESTING & ENGINEERING COMPANY ''�� .]. e'o %A. M., s,.. Sas, nRcwS rooms, rl. .l a Pnoon : (]3076n-ls:o, m.: poS7en-mm . fe-LB9 Ea A . R'•IIU 1 .r. e.E. / f1161 rLO81CR U... If * SEE ANCHOR SPECIFICATIONS OIu SHEET 0 VALID ONLY FOR UP 70 +70,1-75 PSF A.S.O DESIGN PRESSURE, RATING & FOR SPA45 PER SCHEDULE 93, SHEET II I A.S■S■A■ rai Aceoor H.V S ADE /jT W/ OR AnnerIcan Shutter Systems fv. x ofscBlmoR Association, Inc. I ;I pLo Is-eOs 4268 Wostropds Drice '2 West Palm Beach, FL 33407 s METAL SUPPLY, INC. HA HVTM ihutter System AO RV. WHOM 9.ADE AWING No 17-10 (SEE MOUNTINGS ON SHEETS I6 I, p), �U BBTRATE 7 SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH W/ -MIN. G=0.4d SPRUCE PINE FIR SOUTH 1/2 MIN. COX SOu HERN. PIUE uo. 2 w/ Mlrv. G=0.55, SPRUCE SPRUCE PINE vxwpu s m p0 W/ MIN. C=O.Je PlYJJ000 OGUGUs nR NJ/ FIR NORTH NORTH IW/ FIR SOUTH WALL MOUNTINGS M.N O k R CEILING MOUNT T FLOOR MOUNRN T WALL MOUNTINGS CEILING IAOUNT T W�IIN 00 IN Muu MIN. G=0.50 MIN. G=O.aJ W MIN. G=O.J6 W k % R N. O k R FLOOR MOUPITINGS W &INgs WALL P(&MUTING& R.O. NAsI&QUN11NGs WASLdMGUNRNGG i, R.O. WALL . IXm NWR VUVF iUSE Ie. nm k % _:...._.... .._... -- -FLOIORWMOkU%iINGs MOUNTINGS 5 k V u MEN No v w vEle�itevEv©voe�e�i®yom1�ve101111Eg1, m� w�g O.Wguralls°e� o �o�ME .1 Kan M�o �E= 0o vv �g9 �� ���®�ol� Cl) HV BLADE OR n HV BLADE W/ I� HV WINDOW BLADE WORKING IN UNISON* + NOTES ON NCIORS REOUREMENTS WOOD SUBSTRATES. I,. ANCHURS TO WW1, FLOOR DR SPUN HOOD SNIFFY ENµ' BE AS 'UI,RS. J. BYBSIMTE "x OONSIST OF THE TOLLOWII:G: 1/� 0 T—EN ANCHBRS, 0.5 A4NUP4LTVREO BY I.i.VI. BYI{LIX :SOUTHERN PINE No. $ W/ Gv0.33 (N.p.S) EACH SECIIW 01 SWEETS Ifi 4 1T, W/ NINIMMI EIIDEOIAENi AS I.YDYNtE¶ pipOUL1A5 FIR IY/ G_p.30 (N.O.S.f EXCETION: SEE NOTE $ SEWH.-svgVCE PINE Pq NORM W/ D..0.0 (x.D.S.) -SIR E PINE FIR EOUM W/ Gvp,]6 (N. S.) $. INolC" TD ".00 CEU, E, BE AS PER MBUMING TYPE U. SHEET 17 µ0 SWL CONSIST p6 -MIN. 1/$' DDR PLAFOOD (USE FDA) VG SCREWS AS PER NPS SOTS SPECIFICATIBNS,. 4. AN000c 5HAl BE HSU/ U)'B NN NO ALL OF Mf flECOfIMENpATONS IJ10 $PIECIi1C>TBNS BF 1XE AYCHOR'S xnNUFALi11RER On" IILTECB, INC. D �� Ec o t.-. > A.S.S.A. J TILLIT TESTING k ENGINEERING COMPANY American Sh Utiar Systems ' 6356 n.w. Sen. SI3'N ;Os. WKRM -mall, RORon 3316 Ppone IF, ; (300)"',531 Association, Inc: 4268 WBStrOodB Ur, (SL -mnfo-.B,,B °q RF.Fo -p West PBIm Pooch, FL 33407 WAVER A TILLIT J,,P,E. IdTC FLORIDA l- 0 44167 J v 3V V FASiERN IAETPL SUPPLY, INC. .BERTHA HVTM Accordion. Shutter System H.V. ♦LADE #1 W/ OR W/o KV. WINDOW MAEE NO 07 u eN15H - - -• . �— run: iNDJALLAIIUNS N 0 WOOD WITH HV BLADE 1 ONLY SHA L — 1 ` 8 L T D TO 05.0 sf -S. . DESIGN P ESSU E RA NG. SEE SHEET 19I OR �AAX SPAN —✓ iucDH�WIM OR A S D DESIGN PRESSURE RATING FOR INSTALI ATION WITFI RLADE 1 & A OR Min IN UNISON THRFJAFORM TECHNOLOU, / YA OR W/ I ENDED n PENEIMLi00 III TAPCON WTH ADVANCED THREFDFORM TECHNOLOGY JJ Oi INflFA2* I ARU TO EXISTNC NOOp NEASHD r U/ 1 M/$' Min PENEIRARON OP 2MRFADEO ARE/, t0 EellIlC Z-- / WOOD ENDER. (SEE u«EWIt al SHEET u) I '� / (SEE sCI:EDULE DY SHEET 4- / LTR. ,WS D,DN tl\ • I 1 O '/re-2m]/e" S,S. MACHINE f To ws (SEE I 1 OR 18 SCREWS \,/ I/a"-2o HUIS A._ =�GIAE al yQl 1 12' O.C. I ON sfiT 19 FOR a , MISTING CLISS-I EIWES:\14 l i J I 5 1 I aR 15 E WUL I I __i '�'I�qI � I � � A •I I�PIIONAL � _„• / I I_ ,L. 1,1,... I •' 1 L Yes 1 {\ EX411NI' I.IIN. 6RI )(YWALL j ALg00 I Fl.VISN ( XEADER OER REOUIREO I OR ®e +— .--' r2-.4-G MW. EXISUMO I `4a MODI[LL SfPMAIICN I ! N}OER REO'JIRED— G�SS�"I i0 GASS (3{ I TAPCDN DR TAPCON NW/ 41/2- 0 t_ SOF2UE UI 912i 1 I�+I 1.�-THFFADFORM TECHNOLOGY V// I I/2' I II NET SO. --'- EXISIINO � IAIN, SEPARATION TO GU55 I � -�-I I`1 I I Mn PENETRATION Or EHRG ED MFA TO y ON FriEi & Fm GUS (SEE SCHEDULE ON SHEET II lI1 I Fx STIJG WOOD HEADER. i N VIE (R4 1O I S'y '1 \ -I I ' (SEE SET MULE ON SAEET 15) ..j .. < 2 AJ' CCNT. SILL PULE REOD. SHY WALL HEADER INSTALLATION ON WAI I HEADER INSTA OO HV WALL• SILL INSTA LeTln_N EXISTING CV55-� 1 !— MIN. SEPARATION TO CUSS _;— MIN.SEV4iAip TO GV55 2 J CONT-+ MIN. SEPAM10r! t0 GU55 1 Ex511NG (SEE. SCHEDULE ON SHEET II)--" I IS SC EDJLE ON SXEEi II) I WOOD PUIEI(SE SCMEDULE DII SHEET 11) GUSSi� EXISTING I• RE00 1 jgI71 I" e t I6I^I _ GIASS._.t {i !I r1 • M I I I J E SCM SS. IWj 1 ICJ I/ab 20A3/a S.S. "`••��� ! / ILN{YNE SCRE•5 W/ .I I I AACX E $CRE15 ' \ pwsM - ,.I/ " 20 NITS 0 12- �, - USING I/ ' 20 •.UTS- i :DC. II _ 012-OC, II II DR cris) I 1 I 214 ' COrTJ OR o { I^ I 1 13m I V. 1 WOOD PUTE I✓ 1 I 1 ! NS O4I i P.EN f -� 0 -E ^-R1\i\UYl\ St /T 1 --EO r•un Y J I 1/4 [ IePCOV OR TMCON WITH ADVANCED `Iti I 1/ab TA COV OR TAYCON 1'IITN ADVPNCEO / Il� { {{� - 1 J 2 CGNi, I THReADFOCN TECHNOLOGY I•'l/ 1 1/2- { y� 1HREPDrORY tECHrIOLOGt \Y/ 1/±' 1 t - LIM PENET MORON OF THRONED MTEA TO Min- PC\ETRAIIpY OF MREAOED N9EA TIRO PLWtOpD -I lI0'e 1/S{ON Cq Ny^ln _/ SILL p4 E k 1 CUSENG MOO HEADER. (SEE -MILLE ON SHEET 1$ \\ \ TMCCN WITN..D\•ANGER 1-SEE SHEET a FOR ITPIV11 ! REOb j) 1\ (SEE SCHEDULE ON SHECT 15) ) LDpSRM IN. 2'e� 1/2 VN. CORj THRGDFORM tECHNOIDGy SHUREp g55EV3LY.L- IV/2- MIN. COX rLYMoD REO'0. STUDS O i6' O.C, rWt`I PLyY'VOD REO'0. W/ % -1 PENMMUION OF 2-MOURONG SMFONS CAN 9E —1' - Y:ALL FA,t91 REDID. PLTWOE,o t0 OE "ILL FIH1C H-\ mR,, AREA INTO PLY'.000 COMBINED Ix gryy \NAY TO I'-EXISTI:K MIR 2'r1" STUDS O 16' O.C. N. REO'D. ATINHEO TO STUDS IN (SEE SCHEDULE ON SHEET 15) SUIT ANY INSZp TIDN. ®HV WALL SILL INSTA CATION PLYWMn To eE ATTACHED TO STUDS I14 ACCOR0.WCE NCORNNCE WITH �HVWITH SECTION 2308 OF THE F.B.0 SECTION 2300 OF 111E ® HV WALL SILL INSTA A I , WALL SILL INSTALLATION F.B.C. •SEE ul d7pla IF UCD OF mXXri a sL.tt IA1 Or+ 91Ea 11 H. FLORIDA BUILDING' CODE (Non High Velocity HUrricane Zone' ILj1,1�1^`(E1� /!//� »- G2011 mTE0. WC i4 $i Zan DSrERN METH, sUF9Lr, INC �1cFA�SF'• '= BERTHA HVTM IL E C O ENa. A.S■S.A. Accordion Shutter System •/,}./ Y H.V. 6IAOE,#1 W/ OR W/0 H.V. WHIDOW MADE TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems n, x NEttRlvsorl G.1L oRAvm Br: L.c. ' A DF n15s rAw. 1<a. z1., su..xs, vinRx« GMl.. TUNOA ID N. Association, Inc. ' 1 DUD. 15-C85 7/27/1 -To 07/27/17 w� •, '�' vrar.. , pD a, sa.: (sos)en-15J1 42 )e71-ISA68 Westroad i f`s •.�OAIDP . t4�. LLL _.. ,: r.1..Aeaa..a. s Drive 2 �y� f'1 ED-Ims71e Vres[ Palm Beach, FL 33407 s DRAWING No P.E.-slSPALJ.S�r31LT+)R,E'/nRTF WROR@iM, i:lss, J 17-107 L EINISN I/A ¢ TMCOH OR TAPCON WITH ADVANCED THREADFORM iECHNOLooY W/ 1 1/2' An, PENETRATION OF THREADED AREA 70 EXISTING W000 FIWER. (SEE SCHEOUIC ON SHEET 15) 25]' RM 44e" (MN.) EXISTING IV000 OEM! REOUIRED. I/4.0-2OaJ/0. 5.5. STRUCTURAL 4OEOUACY . OF EXISTING WOOD BGIA PNRL!PS YRO55 HEAD LI4CIIINE SCREWS SCR WS"OU TO BE CER➢0ED OY / WINE '1, REGISTERED ENGINEER OF OR To O tI' O.C. SNORER !NSiRaTTECT GLLATION. �i 15 1/4'0 TAPCON OR '-'-'— .J TAPCON WITH ADVANCED THREAOF r OTECHNOLOGY OF iNRG2_ x!m. PENETRATION \.,.OPTIONAL JED AREA i0 EXISTIUG MOD HEADER, (SEE SCHEDULE ON SHEET IS) EXISTING—E E. EXISTING MIN 2".A" ) HEADER REOD ' GLASS IL.__..._ PAIN. SEFAR4110N TO GVS$ ( (SEE SCHEDULE ON SHEET II) EXISTING GLASS — OS HV WALL HEADER INSTALLATION M"R Io 0 J snlvu a Do IL SEE SN[El A FOR HW,G SHUr2R ASEE4AY OVNIIXo SECTIONS CAN BE LCkGINEG IN ANY WAY TO SPIT ANY INSGUATEN. '_..__.__._..._.__ r /..... F_ MIIJ. SEPARATION i0 LAG$$ r (SEE SCREOULE ON SN= 11)-- EXISTING Sass= I t I I ! I 4 OWALLS ,T b ....._ rvISH I I I/ab TA CON OR I_ A°.-`^HILLHF$ TA CQN WHIN ADVANCED L MACHINE iNRGOrORM TECHNOLOGY W/ I/q W/ 1 I/2" 11- PENETRATION O "ell OF THEM 0 AREA To USING NG WE HFMER. (SEE SEHEOULE Ox SHEE! 15) HV_WALL SILL INSTALLATION C P.E. u &.S. " $ M.S. _. O6"041 or I© or 15 I lk X SrNG GLASS _ IDOR —�OR #10.3/e" HEX WASHER HEAD TEN SCREWS O 2' ox ♦ E 1/9'0 iA°CDN OR TAPCON WITH ADVANCED THFEADFORIA L... ' —2• pHREA0E0R1A TECHNOLOGY W/ W/ 1 1/]" Min.'FENEIRApON OF THREADED AREIEGA, ARG i6 EXISTING W-00 HEADER. (SEE SCHEDULE ON SHEET IS) IAIN; PENETRATION OF THREADED AREA r0 EXISTND WOOD HEADER, '�+�•,!s rOR *HV FLOOR SCHEDULE ON SHEET 15) C)L INSTALLATION '= FLORIDA BUILD r OtD1, ➢LTEGD, LNG. F••9z MI- A.S.S.A. y,� •r TILLIT TESTING A ENGINEERING COMPANY American Shaffer Systems Q W� O.S. R.N, ]6A S4, ON. ipS, Ni@N.A 4WOMA i1S.M U19 PH°n : 005)W1-15JD F.Y Association, Inc. , : (J05)BT-ISJ1 RR°c°Q°°!.[°m 4268 Westropds Drive ♦4.� -'"au [R- West Palm peach, FL 33407 RULFT J w1-P.ALYU A. 11LLR J,. P, E. minor /nnrc aoR!OA Lk. 1also .. �.I EDGE OF APPLICABLE) EXISTING RUU .-..._ RAPIERS OR 2' O 21" DO,R p.0 FOUIRCp —EFFSTINO SOFFIT J/ -- RAN. Co. PLUM. TUBE (GOBS 1"or, or f3 or or 75 (J)5/ID_B o LAG SCREWS to FAN RAFTER OR TRUSS. MAP. A.S.D. DESIGN LOhD AND 9'-0' MAx. SPAN. THIS 1 $i0 GVSSEP=,N I �(ONESHEETOIII) I I I �II 2S5NIN. IYq ( J OECR REQUIRE[ (No rIN15N ALLOWED) EDGE OECX _�..... - IF APPLIUCABLE v WU1l EASTERN METAL SUPPLY, INC, BERTH H TIA Accordion. Shutter MSystem BLADE $1 W/ DR W/0 HV. VAN70W Ell AGE OESCWP]ICN DAl( OWVM OY: LC. OLD IS-0e5 ]/]]/I Gff: 0]/2)/1] DRAWING No 17-107 mss— n+.aw vleaYu mmo-ra)<°w WrC IIOGry ♦r flM[PG �1 S.Yt CJ I�•C3•SJ"LD•R.LS.... J GOi FL•�`•OO'aa• Q#•LS•L3t?•1�- END CONNECTION DETAIL M END CONN99DON DETAIL II wvo w —msmi cws W END CONNECTION DETg1 ^ Gss ..,q.T;•Tj•.ia.gl END CONNECTION D TAI C9) PLAN II I' I I �n.. II lu y p�� (manex�Yr'�roy;n IfIVM1. W9E^ �ry ima.5ar alj) 1� END CONNECTION DETAIL wl FLORIDA BI .......... Ei+lc ••. v Pp i� L' c o ANa. A.S.S.A. • 9 t• % * O ' �� .• TILLIT TESTING a ENGINEERING COMPANY American Shufter S'/S}eme °a:a M.M. ]o:n s:., s., aaa. xxw'A woas, haaa• axle Association, Inc. F°.:,(3mal".. m`Iry':e.bj1p 4268 Wa.tr..ds 44ive West Pulm Beach. FL 33407 P.E. SEAL/SICNATI IRF/nATF ROPgA U[.) .nm ENO' CONN CTION D TAI CO �I SEE L(I,ATGS DF USFOR GAGE qNSE IV]GI] MTERN METAL SUPPLY, INC, BERT ffA HV,M Accordion Shutter System BLADE $1 W/ CR W/O KV. VANDON BLADE YEscmrnai own wuwx m: L.a. cLG.ls-oes n/nfi Mre: n DRAWING No 17-107 o-. hP. EA En'J LUY 5 Nl ALLOWED IW10WCa AL LflNpOYI B1/.pE Q . SEE END .EEN N UET&k ' OO N SNEEIS 10 fi iYP. FVLI HE6N1.— L r1iJ;�IN�3<.a s-..i31�51 umm�rEn monl EzsnvO cusELEVATION x s9•Awna1 TO ws s sE[ 6D,�F yT Sv-. a1 Sx- 11 FFn Hutt 6 5-1 TRIC%_CERERWIES N/ x OR s1 N:1 W/a v (EE NOFE . AsIT) of A u GENE a MRATIO a 0 COMMONS OF USE FOR BERTH. 11i NV B en q aROION 9H1R1£5SlSTF1 WORKING IN 1. N V'. AS. D. DESIGN PRESSURE WINO; *110. - 110 p.s.1. E. MAY. SNUFFER SEM: 96' J. ALLOVIED MOUNTN S& 4 0. C G N ON SLAWS S. ]: $ ML AS �HiryG$[ N, a, C U A W ON SNEE15 is ON I k 1]. MN 0.UT 1OUi• Li;).05rAOEE,CUaEGEE,ES�ONLY Ai No XiNEPIONKCYSs SIDE OF OPP NG CEMERMAYE. 5. (A) HY mNDON DWE SNNA ONLYµ M A W WUU OF S OFENINCs (] a NOLCU FORE. PER 1/DE AT y.1CWE5 $MOWN ON SUER {. /� (a) u W. CLFMNiCE FROM 10' OR DO[FOY EDGE OF My mx0pw MADE , DF IM' J's No. FOR V $NALL DE t,-. (C) FIRM OR UHF O E CODING GUI 'IN SGR5R5 Ai ENDS 1. BE NJ WINWW MADE \ICI (D) Nv mNCUV aVDE IQ 4VSr 9E U5E0 KICNNA1 10 A— HJ e—e lO IHRJUGN0111 5NOPER's mpiN. (E) CE,NLER-2'i $Xµt µWAY$ ESE INSrPLLFp OAIPCENI RI A SOLID HV F- II Ai EDIFIER ISIDC OF THEM, THE PObGRBR.NOF M/ WINDOW G PR BE ED NA D 50 i iP85 F' OH I INSMU OF iD, OPENING S . PRO SEEINN. NY WINDOW MU51 D[ ONLY INSiµLEp µp LOCKED VSING A HV SEi11NG rOOL PRONDED B/ A550. INC. � ) i SEE ANCHOR S ING SCHEDULE FOR WSMULUIO5 INTO NOD, PENN, BNIDINGS ON SNER 15. AS LI ARED BF sla ANa D.C. LOAD (SEE H01F5 I kT �O. I ]. SEE M NON V1 NG Ec"MaE FOR IN5IALMDNs Rho DUREG "MEE TE OR CONCRETE BLOCK W4LL ON SNEEI^ 1: A IJ AS UNRO W SPAN .0 OESGN LOAD (SEE N016 1 h Y ABOVE). 6. "'U' SE➢AN'M' i) IX 'CNEOIRE PER. E-1996: WWD ZONE NWINUU SEPARATON TO GIASS RNp s 6.25' ALM yfanc<Y.A� 1 a23n f TTL6S�r:'�\G:fiS�``:1/4).t ezov nrFCO. We — .• * ••':y IL EC O HNC. A �'A i��l)]F Q a fin.`•. F(no1nA : ;'Q• RING COMPANY a, R.. 191. NR61.NY I. ME. FLOE. V1e Feo..: (sDs7sn-I VD. F,.: (sos)fin-mn ."EN A PWr JF. P.E. FL.FOA M. / 11.r .S.S.A■ American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ; P.E. SEAL/SIGNATURE/DATE I ; • 16 1 ' A II ,y I U 201] EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System BADE pl W/ OR W/O KV. WNDW BADE KING No 7-107 .6'. 1 1/5 , A.S. IH2X b. ASTX A -SS] GPME AD M:n. D-80 GAL¢. SLEET -1, STABS Ar I6' O.C, o OJG' THiGx w". f 43c 'r.. 43a IEEI IeAGx CnsvXEl.j 0 G. DC J O 6' 0.6 roue ac u:.. c-w S1fl1E0 ,0 $tU05 Y !EK SCfl(WS aX SAR.ISH AS APPLICABLE IFIOR FACE i MPNCPHLELE EXISTING CUSS--'i MIN. SEPARNT N 0 CLASS =�V— (SEE SCHEDULE) 0 C DC. * E D N 7 .E4B_BER V B tLAYOUT. SYSTEM INSTAL ATION TO METAL STUDWALLS 1. MAX. q,S.D, DESIGN PRESSURE. RATING: 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEE 4. ONLY ENTERMATE 21 W/ 24 HV LOC WITH 21 ARRANGED A S METRICAL USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS DE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATC. -W e+'-` 1/2"tJUU ``•••L 38 'BLADE SLACK DETAIL HVF IS ALSO VALID FOR J—� __ -.I- 436 12 CENTERMATE 21 APPLICATION WITH BLADE 1Q .G'+ 1 ,12-. ems Tx Ce vhlEs'� ®6" O.C. IJ'n AST. q 853 GF{eE M� G Go w r. STEEL MS WALL HEADER SILL INSTALLATION METAL $TJ05 I6' OC. M / Ile b 1/2' (rrn.)—.___._.._p.—....__ HVA MVa GI Ar WIND ZONE ASTM E-1996 1 THRU 3 4 FIN".SH AS APPLIUBL k Bono") 1/2' VAX, STACK TO, 1((yq,`,'-:-_ o1D1] mrcco. luc. 10E115 - 5$5 ALSB,SB,A, Ir t• / :> ) $ Y TILLIT TESTING A ENGINEERING COMPANY American Shutter Systems •yU1.'— STATE nr. , LB, LW. _.m,:�.. el,.,:cs. wmPM P.RDDe. 10I., ,5 Association. Inc. •zQ,'• `. �,r•'• �(ORiDA.% �'' ane,�.: (5as)en-1s]D. Eo.: (]Ds)en-u]1 •-^': I"1«ROR=CROP, RED 4268 4Vestroads Drive •'•.... (\� /` -OTT West P.I. Beach, FL 33407 Lh . S�qt r.X�WNUON P.E. SE Vf %�iD.1AtT'�kc'7ner. A. , I A, P.E. 1 FLoneA uR. B ,cT -+, 2.000' Mav, x o0 4�3a 1/410 NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY 5-3CHEDULE MINIMUM ARATION J qc LENGN + I L 1 GLASS r 43 1 4"0-2Ox3" BOLT MUST PENETRATE'a3c I" 4" L3A'- 1 1/a"a-20 THREADS 43c 114"0 ELCO CONSTRUCTION PRODUCTS FAB-LOK HD COMPONENTS SCALE: 3/8"- 1' �AeD AT 12 HENDER/SI EHDS VIEW Y S10E CONNECTION TO TRACK t ZU17 EASTERN METAL S BERTHA Accordion Shut .V• ElADE #1 W/ OR W/O N.V. AWING No 17-107