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HomeMy WebLinkAboutSET UP-INSTALLATIONS1. SENORA N.V. ACCORDION SNIIffER SYSTEM SHIM ON THIS PRODUCE EVALGBON GONYENT fP.ED.) NA$ BEEN KWIIED MR COYPIIMICE W ACCBRDWCE W1M THE 2017 (DU VERNON) OP ONE FLORIDABUDDING COOS MIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT NGH W HURRICANE ZONES. DESIGN RAND LOTS S'1U11 Be DETIMAKE0 AS PER SECITON IWO OF THE ABOVE MENTIONED CODE, FDA A BASIC WWD SPEED REQUIRED BY Me ,oW,,nON WHERE B,,mR DULL BE INSTALLED WITH A DIRE OMMRY FACTOR 100-OB5, USING Aece 7-10 AND SMALL NOT UCEED TIRE LAMBDA (RSA.) DESIGN PRESSURE RATINGS INDIGATED ON ,,MEETS 11 MW 15. 19 & 20, IN ORDER TO VDOFY Me ABOVE GUNMEN, AIWATE DESIGN WIND LONG DETERNHED PER ABLE 7-10 SHALL Be FIRST REDUCED TO RSA. OESWN NAND LOADS BY MULTIPLYING MN BY 0.6 IN OROERTO COMPARE THESE W/ W. (ADD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 MRU 15, is & 20. W OREGON TO VERIFY THAT COMPONENTS AND µCHOWS ON INS P.E.D., AS TESTED, ME NOT DYER STRESSED, A M Z INCREASE IN ALLOWABLE STRESS FOR WIND TOMS WAS bQ[ USED IN MLR AWLYSS; NORT EN, A WIND DURATION FACTOR M-1.60 WAS LEEO FOR VFRITGTION OF FASENERS IN WOOD, AIBE "N N.V- A000ROION SHINIER SYSTEMS MEOWCY FOR HAND AND LARGE YISSDE WPACT LOAD OAS BEEN Va ra, W ACCORGVCE WRN SECfIMI 1609.1.2 OF 711E FBWE MENTIONED CODEµ PLi -KV BLADE() /0214.01-05, /0715.01-0, 11004A1-05, J1214A1-05, 10317.02-06. (OBOD01-10 AND 10210.01.11 AS PER TAS-201, TAS-202 AND 7AS-201 PROFOCOLS AND ASry E-1866 AND E-1096 STANDARDS (MISSILE LEVEL D. MNO TONES I, 2 & 3) & 11220.01-10 AS PER TAS 201, 203 & 203 PROTOCOIS LARGE YISSIE -W WINDOW BLADE O /0503.01-M A4 PER ASTM E-I865 AND E-1116 (UMLE LEVEL D, WM ZONES 1, 2, 3) BASIC PROMMON ONLY AND ( 0725.01-0e AS PER TAS 202 PROTOCOL 2. W BLADE(D ARV W MNDOW BLADE 0 ARE ENGINEERED TO NOR, W UNISON WITH FKW OMEN UNDER ME GENERA. WITATIONS µ0 COMMONS OF USE INDICATED ON SHEET 19 3, GONDA HV, ACCORDION TINS (ITV SCRBA'S), USED AT BLADES HNUCNIL AND MR DIRECT MOUNT CONNECTION TO TR1tl6 SNARL At %IUZ.75' AND /14.1.75' RESPECINEY, 410-W MINIMUM STATES STAINLESS SMELL SCREWS MM 13&D bi Y,EID STWEIGfn A110 180 I,Ai IFNSR£ SMFNGiH. PHIS SHALL BE CGiED WITH BERTHA HV BACROSHRLD COATING 'Y STEM AS MANUFACTURED BY APPROVED COAlWO MPYGAlORS, RCg51ERFD MM MERiCµ SMInFIR SYSIEY9 ASSOCIATION. PW$ Y1ET BEAR ME HV MARKING ON MEIN MEAD. 4. ALL ALYIMUY EETRUSIONS SMALL BE ALUMINUM ASSOCIATION ALLOW AND DRUM A9 INORGANIC ON SHEETS 2 AND 3. MINIMUM WELD STRENGTH FOR WO-76 ALLOY S ID LW MD 33.7 WI iDR WS-75 ALLOY. & ALL SCREWS TO BE STANUCTS STEEL 304 OR 318 MS Bases OR CORROSION RESISTANT COA7ED CARBON STEEL AS PER ON 50018 WRN 5o W COMPLY W/ FMIN. WELD SORENOON ,DUD 90 A41 YIN. lEN5RE 51PEN01H. AND SNARL LIRNA BUILDING CODE SECTION Y411.3Z.4. 6. BOLTS TO BE AM A�7 GALVANIZED STIR OR MS Wl OR 316 SONES STAMLE55 STEEL ACTH ES IRA ,WARM WED STRENGTH. 7, SEE THE FOLDMNG SMELTS FOR ANCHOR SPECOICMONS W BLADE a : 1Z,13.14,15 AND 20 N/ BLADE 0 & ® MIRIIING W UNION: IS, 13 & 10 & MIS BERTHA H.V, ACCORDION SHADIER SYSTEM BEARS A US PATENT 16.779,552, COMPONENTS OF THIS A➢PRM9 ME COVERED. W WHOLE OR IN PARE BY U.S. PATENT /5'45&179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. R SMALL K THE RESPONSIBILITY OF ME CONTRACTOR TO MONEY ME SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTAINED M INSURE PROPER µCMWL CONFUETCR TO SGL/CWLK ALL SHUTTER COMPONENT EWES MUCH REACT, MEN FASTENING IN CONTINUOUS CONTACT WITH THE SUROWG TO PREYWE ,M/MN MU90.V, 10. EACH UNIT MUSE BENT MONUMENT LABEL IN A MOLE PLACE WIM WARMING MOTE WRING PEOODS OF HURRICANE WAFNNGS HOPE OWNER, TENANT, OR BORERS, MIST MM ,,,,Y CLOSE ALL W AND 1D CFNOE06 AND ENGAGE OR LOCK All W AND NO LOLLS. II. SHUTTER MANUFACTURER'S LABEL SNARL BE LOCATED ON A READILY VSIBLE LOCATION AT ACCORDION SHUTTER IN ACCOROWCE ACTH SECWN 1709.9.3 OF FLCROA BLRIDNG CODE ONE EASEL SEAL BE PIKED FOR EvERi WINING. IABWNG TO COMPLY MM SECTOR 17MOI OF Me FIDRIG BUILDING COOL 12, BERTHA H.V. ACCORDION SNUFFER SSME 'S IHSBLLAINN SNARL COMPLY RANI SPECS R10M M IN ME DFUMNG PLUS ANY WGDWG AND ZONING REGULATIONS FROMM W ME JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a) MIS pea PREPAUND BY THIS MUNEER IS GENERIC MO DUES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. Le. MORE 111E SIZE CONDITIONS ge ae MM ME P,Ca (D) CONTACTOR TO BE RESPONSIBLE MR THE SELE,,N. RURCHASE AND vISTMLARON INMUOWG LIFE SAFETY OF TNS Pp00IICT, BASED ON ME P.Eq THE CONTINUOPRONDFD NF/SAC DUES NOT DflMT[ FROM US DETAILED ON MIS GOGIIMENT. CONSTRUCTION SAFETY AT SITE IS TIE W,,,,,LWS RESPoNSBIRY. ~I (a) INNS PE.D. REA BE CONSIDERED MAIN) IF ALTERED BY AN, MEANS. ) RAEW0 ISLE FOR ME MAERR USE OF ME MZ WNGINERI OF RECDA ORD. nAM AS AED MGRIEER OOEEMGIED pq DEER TCN o TM E BECOME ME OWNE�SwiLL SUBMIT To Ml LEA ME ,, S AND WO DR WINBE GS FOR SPECMl RLYIEW. (e) ORIGINAL P.E.O. SNLLL BEAR ME GTE AND ORIGINAL SEAL M40 SIGNATURE OF ME ENGINEER OF RECORD MAT PREPARED 9. GENERAL NOTES SNEEE I SYSTEM COMPONENTS 1-20 SHOU 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET. 4 TYPICAL MNDOW OWE Is WNOOYA ODUL AREA 2: HV BLADE (D ASO HV WINDOW RI A (WHERE APP I Gm }) TYPICAL SHUTTER ELEVATION & NOTES ON UDCKS SHEET 5 INSGLUTION DETAILS A-F, CONMEOE/SLOCK SNEEE 6 INSTALLATION DETMLT G-M. CONCNUe/,,LOCI, SHEET 7 CENEAYAIE DETAUS HV SKEET B CENOE m ALTENNVO NG DETAILS Hy SHEET 9 END CONNECTION DETAILS I-6, 00NCRETE/BLOCK SHEET 10 MµOLUM SPAN TABLES SHEET I I µCHCR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE Is BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOGK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DIMS M-R, WODO SHEET 16 WSTA&UTION cerm:s S-K, WOOD SHEET 17 END CONNECTION OEEMLS 7-12 & K, WOOD AREA 31 HV WINDOW PI ADF 0 SNEU IB ON Y TYPICAL STATER ELEVATION AREA 4: HV WINDOW BAD i1i ONDY SHEET 1B INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA aLA SCANNED BY St. Lucie County • DA'�\-\`•',.. .....�A%✓S f 1 i T ? :. ar6� ,: �. ,• ... R,-, :; a T -: +^ss• \DFAx IONA4E P E ECnbLCIPdaAKuOF/nerF CM17 BL,ECO. NC, LIE 0- ARS.SmA. American ShUHer Sretem9 Association, Inc. 4268 Wes(roods Drive Yles! PGIm Beceh, FL 37407 02017 EASTERN METAL SUPPLY. INC. R TN Accordion Shutter System NV. RARE @1 W/ DR W/o I(.V. VAINW/ RAr¢ TIILR TESTING &ENGINEERING COMPANY .x.. ,N R SM NM WpR C�5,1 Mp 31 ft.: (305)671-153a . ,m : (3D7)871-IMI - ®�6718 W 710` A BALD J.. PE TLORM Me. E 44167 W, x D[xnTmOx ALES M. 1rn L& DD 15-OB6 7n7n GAo D7/27 17 a DRAWING Na 17-107 _..__ , , LDER US PATENT Q 6458179 V WINDOW BLADE OF USE OF BLAD ON SHEET 19 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE %Y/ HV J' 1 w' 6la 1.866' R 11 HV CEILING HEADER 0 FIED fOR USE W/ HV 8LADE 7 ONLY, SEE SECRO IS FOR VaLO 6063-76 ALLOY AND TEMPER mmm ` �1.6�1 SIDE ANGLES O ALIFIED FOR USE W/ HV P. I' 3OHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ RV BIADEQI 6005-75 ALLOY AND TEMPER 0 HV HEADER/SILL QUALIFIEDRTU E lyA p BLEAMDPE.,PONL ALUMINUM ANGLES QUALIFIED FO$ USE W/ HV BLADE 1 ONLY. 6063-Tfi ALLOY AND TEMPER OOLWURED FOR U E YI HV BLADE 6063-TS ALLOY A1TEMPER_ ®HV WALK —OVER TRACK OUAUFIED FOR U E W/ HV BLADE 1 6063-T6 ALLOY 0 TEMPER C011PoHEN} A 9 fl T1 2' 5. 1MJ4 0.19T 0.1%, IB 2.5' T' M 0.190- 0.190' IS�A ]' S' MAC. 0.139' 0.131• OS HV . /I ew STARTER QUALIFIED fj1R USE W/ W BLADE 1 6OW-76 ALLOY AND TEMPER .994 842 g 12 ' .020 Q HV TRENCH TRACK QUALIFIED FOR USE HV BLADE Cl) ONLY.. w/ HV TEMPER 1� HV RAINGUARD QUALIFIED FOR USE W/ HV 6063-Tfi DOEdit, TEMPER. LIP'\ U"• liq/lam 0201T TRTEee. we, m]Gil EASTERN ME6LL SUPPLY. INO. �', jc'Eids ,•� -BERTFMIRVv � ai. /h�/� ? *% ' TATE ; O' �4"•"•.QHIDP,:. t, z 1i' .. aK' Ttt s/ dd1' c•��{{��1�pp���' 11 DC''R70 I!` ..AitcYnrrr oNc• A�S�S`�A� American ShuNer Sysfama ASSOOIOROn. Inc. 4268 Westravds Dme West POIm Beach. FL 33407 Accordion Shutter System HK MADE #1 W/ CR W/a HV. WNDOW $!SE TIWT TESTING & ENGINEERING COMPANY osa Mw. Xa Sl Sv. Jal vmau NPJ1n+S H(AW J]1P P :(xs)VI-Iva. r.:(M)ST1-1331 -.n!mRw.n,wm [e-99B62Io W4IERATLLUT Jr. P.E NORDA Lk., N162 n. • 6E=ID un ePARR en. Le 1 OLD 15-095 2T 1 W2 07/27/17 : a DRAIWNG NO -/ �J 1a-10/ �.-. 5 Ii... 7 N01 1RWR O.LVAMN 0 HY MALEx T. © LOCKER FOR "T" nrK N RAIATC QUALIFIED FOR USE Y7/ NV BLADE T ONLY @ HV FEMALE "T" 0 r ENJERMerc OUALIFIED FOR USE W/ HV BLADE 1 ONLY 6063-76 ALLOY MO TEMPER QUALIFIED FOR USE NBLADE ONLY ALLOY 6063-T6 ALLOT AND IENPCR 6063-T6 AOY AND D TEMPCEAR'' D _ S OBl R11• �gg i� 3 ROD QUALIFIED FOR USE W/ HV A 6067-i6 ALLOY AND TEMPER HD CENTER ATEJYJ 1 @ ® LOCKING RODA QUALIFIED FOR USE W/ W BLADEQ 6063-T6 ALLOT Mo TEMPER 6063-T6 ALLOY AND TEMPI 11 • ® HV 318"0-16 AI THUMBSCREWS UADf'IED FOR M A`1I p� 112, HE FIEO FOR USE V!/ )N BLADE I Bk 6063-T6 ALLOY dNO TEMPER 21/2• CY1/4•R 0 AI I 304 $SERIESS STHUMBSCREWS AUAUFlED FOR USE W/ W BLADE IQ ON17 mlEO], 01G 9 _-IEC O TILUT TESTING h ENGINEERING COMPANY • ran Rt, Mu SI. 9L XS NRta aldM. IIQW ll r C (ID )4T1-I610 . FR.: (3as1621-1331 -"m: 111. mOA—i 87 1E "AUU, A i6lMt ". P.E. eTc Ila6aA Mc 1 1116T S9 HV "T" OCK DUAUFIEO FON USE W/NV BLADE (D ONLY. OUAUFIED OR USE W/ NV BLADE 1 h (9 ONLY. sle• 60• AFTER RM.TW BEFORE RIVETING I A"0-20 RIVNUT* :WZI-Tl ALLM 1ARCE rux¢ lwx no. AS WIIUfACNRID BY qG[L M. Nw JERSEY Gnu Be COUM. 0 HV A T RNATILOCK OUAL'I" i0$ uS BLADE VI ONLY.E 1Y/ W a6i " 000 0 P Do _ RAelDTIIRN NkVDER OR CIUNDER as7r un 1 .Izs• uR.. MM191NRH E MIR OR NEY 1. u14 muxDER IA0 Me ® HD K BY REG" HARDWARE MORTISE LOCKS SEPoES 2333 NOOK BOLT LOCK. OUAUFIED FOR USE W/ HV SLADEOI @ aA A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 INC. Accordion Shutter System HV. BLADE 01 W/ OR W/O HV. WNE W BLADE No 07 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 01 HV SIADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"X3/16' THICK NYLON WHEEL 0.108'0 AISI 302 SERIES S.S. RIVETS © HV 1 3/4' ACCORDION PIN W/ #8 HEAD ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD i (9 POLYCARBONATE IMPACT RESISTANT NV WINDOW :1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3OTFOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR -IV ® BLADE. IR (2) HV PIN ® MAY BE USED IN UEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO BLADE WHEN CORRESPONDING TO INSTALLATION "It". 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, AEET WHFEL CARRIAGE DETAIL w TLLi ARSSEMBLY LAYOUT Z' N. M TO fiLlOE 62V HV W1NOaW aUOE OF .0625' ._. -0635 .a833' Ruaf'S •p ppEyip le]5' Y KNUCgE A023 (1YP) 0A62}' Mi POHfIaN r RI.7 // J 'A• 44 l ;/02 so. X 2 7/8' Ion Mr WtNmN CUUIR SU'VU010N U 429'RE IM, .06253.75001 O�+0 aEMNGG ON C less aF 2 1/p ]900 CLO K DOS Umv R; V TYPICAL HV WINDOW B ADE 2 AND P__OLYCARBONATE HV WINDOW DETAIL Mr..& * POLYCARBONATT IMPACT RE51SMtij HV A"NDOW BAYER MAKROLON 310J POLYCARBONATE 12' WAR a cc RESINS, UV-STABIUZE0 GRADE OR SABIC 10 8U-0E Bon N INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE 'F' ON SHEET is). `MOR POLYCARBONATE SOURCES FOR IFnrrec pour �rmX rmur.vwmnty vmaNm mom¢ m easrx snTn Dean 1aatYtaU auK pm epu e!' pd5 aryl m,mX l¢u emanlP ,un .ap P.L p.em r.l 11n,rva nuxvu u wp MD rs+n mw I.", w 1A•tp w I1alrva umPus soea asu one sutra w w.om w •nam am Pm wee la rt-pV" la rtro/n em¢ calm asm mw as X 1.6.. Rut ar pulnwt awu cnn 0.I alv l aas ear olnrx nn, pDIMIaw Y M pep+ r»mma anK wet lat9t paOUM Yla: rob Up p]N w ee•p PLL 1a61L 6RSe BapE pLeMTL ISN OY MGI w etN wl III' A. TV,,-'--- FLORIDA BUILDING CODE Hon Nigh Velocity Hurricane Zone ill ai �S '• �Q' : ••• JC E•••••..• ✓ -- � R20A 1ROXXI, am. ��C p TILUT TESTING $ENGINEERING COMPANY uss N< �, s1. ,,.. ppe. WpUm aroma. B se, rm..: (20s)ml-I5W , Fm :Tw9)en-Iml ®lnwenp WLaaf A [RYt L. P.C. R0�' U` f 1i1A7 A.S.S.A. American Shutter Systems esoe a on. Inc. 4268 Westroads Drive West Palm Beach. FL 33407 02017 EftWRN YEIAL SUPPLY. ON,NSF':� BE FITHA,Y Accordion Shutter System �o[ssnrwN W�ou[ orV. WINOW HAic •'t '� l� •'••. P : 4r Al n. K R I as is-aas n/n/n w1[: o7/z7/n S/ONAIEN'''tl SO ..I••a P.E. SFAUSIGNATURE/DATE a DRAWLING No t / �t D7 5 .1 51 1 SHEET V' eV 7�Xo.$]�, n �@ a r,Iy�' lI^y �y�yl ,,'' Im /1 i I III g--jron a0 n O N L I�Y�Y��,I��Y71f7:���J�S�Y sLlC1 0 0©© O O OM00, 0L a�a©• 7OaOa1p.�� 1o•�sa©.�J,a�.©a TYPICAL M1 HV BLADE SHUTTER ELEVATION N.TS. K„C OF CORNER CENTERMATE HE ITV LOCK a l SHALL BE USED AT f/2 OF GHUTT" SPIN FOR ANY SPAN OF SHUTTER SPAN FOR GPANG UP TO 105', AND FOR 1NST DONS T ANY MAY BE USED AS AN INSIDE OR OUTSIDE IOCK, ATTACHED TTA OR x 1/2' TANG FLAT HEAD S.S. I LOCATION OF LOCH SHALL BE AS INDIG 1E5 R FOR SECURITY PURPOsm UP TO TWO HIV,A� USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENIERWIEG �EJ IS INDICT ON MICA. SHUTTER ELEVATION. AT STACKING POSRION ATTACHED AT TOP & NJUG" ! r, c-tu IF LOCK 5 AS PER SI AT AN SPAN oos ucvAI N - ALTI:I I LUCK NAY BE USEp AS AN LNSIOE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'a-20x3/4' S.S. THUMBSCREW TO OR CENTERMATES SHALL BE MADE W/ 1/4'0-20A3/4' ALUM. PNNIIT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOC&5 AT 1/3 OF SHUTTER SPAN. & MANDATORY CONDITION /A FOR KEYSTONE MOUNTING INSTILLATION& ONE HV LOCI( 0 or 0 or ® snAl BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 1 2 OF SHUTTER SPAN FOR SPANS UP TO BB', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 03 or ® or 29 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ®I or @ SYMNETRICAL cENIERWTEs W/ 11/4'-20 A 1/2' LONG FLAT HEAD S.S. N.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING ROOS 8 W/ OR m TOP AND BOTTOM IS COMPLETELY MANDATORY. "NOTES ON HV !Tx —LOCKS AND CENTUMATES, 1. 29: ONE N.TI RNAIE IN T LOCK MAY BE INSTALLED IN UDL OF KV LOCHS OR FOR ANY GPAN IND I STAIADOAN AT ANY EI..... . AL HATE LOCK @,RAY BE USED AS AN INSNIE OR 0 DE LOCK. ATTACHMENT BE a 0 I• HOiOCi. :ONE ALTERNATE ND LOCKQ "ME USED IN UEU OF HV LOO(S OR FOR ANY SPA! AND INSTALLATIONS AT LANY VUEl ON. ALTERNATE HD LOCK ® MAY BE USED AS AN INSIDE REINFORCEMDR RINSERri AS SHOWN 0D Lack. � N SSEECTORSOF 0110B-KMV MID HOC-HVCC, SNEEE 0. LOCK WY BEAND INSTALLED AT I OR'12' MAMMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 16 COMPLETELY OPTIONAL " •CEN •• sF •..�9 a:017 mTFfA. Px. 02on EASTERN ISUPPLY. INC.J BER A TN Accordion Shutter System IL E C O 1■e. A■S■S.A. ' 1 -O •' , �/ a *' American Shutter $Y91BIn3 Nx aADE pT w/aR w/o Nv. vnrmy B1enE ty, x R6GVIlax DAtt WMmP ¢f. Lc ' 90 •'•. F .A TILLN TESTING A ENGINEERING COMPANY twos HK, Association, Inc. 1 CA t5-DBG /2] i am o7 2]/17 M:o, sy sN aoa vAaxA awo0a. naa vM Pm,. I fTmp]I-Isw . ran , (an)e]I-I�1 4288 WastroI ^q,Y f '•' TS /'•• • • •''O\!]l LL` r a a DRAWING NO m'EEe ames mA West Palm Beath, R JJ407 L 33 S�NAL EN ,d` Wam; A tuff, a. Pr %—� D] A o r ".. YnrlIn mA 1— DDPeI, ile / 44167 A ....-_ L POURED ONCRETE ANCHORS POURED CONCRETE PWRED CONCRETE SCNEWLE ON CONCRETE SHEET SHEET 13) OR CCONCRETE BLOCK 1/4'0-20v]/{' SS. RCOUWEO 1 CONCRETE ANCHORS REOWRED 1 f� / 17 18 OOP , I CONCRETE ANCHORS (SEE SCHEDULE ON UXSUNE SCREWS W/ 1/4'-20 (SEE scHSG E ON sHEET I]) (SEE uvM 0a. SHEET 2) I ' / SHEET 13) NUTS 0 12' O.C. • 120 14I/1'0-20a3/1'5.5. J_= I �i� '' : , • p Jam'/' _ 0 EO I/2' / 7r NACnwE s S USMG t/{'-20 NUTS o Ix' O.C. i f 19 EO EO I E. D.• I .250' um. . �-- 3 eR IS ;5/21 / 13 as I5 � i� , — yIr �1 POONA I I I g�� ,I�I�ML fd 1 I I 1 OR ®� EIU r NM. ssvARATIai TO cU59 aNS G ��l 9f 60)e Qa I NO, SEvI mn To GLASS I 1 SS (SEE SCHEOUIE ON SHEET 11) :_(ME SCHEO ON SHEET 11) TSTwO 0 ©HV WALL HEADER INSTALLATION BQ HV WALL HEADER INSTALLATION + KEYSTONE [105RNc A aAs (DEM 1 OR �* � ' MN. SEPARATION TO Ct/SS (SEE SCHEWIE ON SHEET 11) L am�L[ I, I uw. s>PARAnoN ra cuss ' 1 E[ISTMc pA•0 (SEE SCHEOUI ON SHEET I1) GIISS a9@le w em41{® Eusna; / • 1 O PROIUL F1E - D+ OPnaNAL 1/P un.. a..,'. / , -! No. Qmi6 19 LE 13 12 C'l I -_-__ 1/PP-2ov]H' S.S. EO [ PHRIIPS TRUSS HEAD / IA.CIRNE SCREWS USNO r�i / CONCRETE ANCHORS '/{ ' S.S. PM0LP5 ESCH ACMIXI$ E.w"/�:/� 1�7 oA18 1 1WSS NEAP LNCHUC SCREWS Y 1/P-20 NUR D 12' O.G (SEE SCHEDULE ON POURED CONCRETE: GTE (SEE SCHEDULE ON SHECr I]) / , NiM OR CONCRETE SHEEt 1]) W/ 1/4-20 NUTS O 12' O.G J be CONCRETE aIOCK Ofl CONCRETE BLOCK W RE01""11 CO HV WALL SILL INSTALLATION ( (SEE SCHEDULE ON REouu¢ED RED CONCRETE SaET 1R) OF HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALE REOWMO EQ HV WA SILL INSTALLATION noTE FOR tMIPoNATRA: of <TnnDN=• I- SEESNEET4FORTYPICN- ER INSTALLATION DETAILS W/ ASENBLY < O 0. EDGE DISTANCE ♦ SEE D AliDNS DP USE TOR 2- NOLRI NO SECTORS CAN BE COUSNED (sEE SPEanwous ON SHEET 13) Y YEA AA B4DUr SHEETS Q HV BLADE W I2iY WAY TO SUIT ANY WSTAlAnoN. P A ! FLORIDA BUILDING CODE Non High Velocity Hurricane Zone P 02n1T mrEEv. M. `VCEN$F:.'�� =s omn EASTERN xEru suPPLr, We. BERTHA Hv,. ■ Accordion hutter System stem NM BADE 81 W/ OR W/0 HV. WINDOW BLADEA s S A T American Shutter Systems ar, N stscminwx 7 Q TIWT TESTING A ENGINEERING CONPANY oart auxv en Le. -lip . O�IDP ,51` 61S1 40. ]6•A n, SL ]Of, \NCH. GMppq. !{MW S]I A98aC(Otlon, Inc. I OW W-0a5 7/2T1 pETD OT/221] P.' : (]0.)821-1510 , fa, 1 (3051E21-1531 4268 Westroods Nw. 2 s� HAL E DRAWING No O ,.'' 18- 5TIP West Palm Beach. FL 37407 5 ' ING 07 q.,I•,a MTER A $NI if. P$ , o[•Cru /CmumrnC in.v RMOI. Uc E t1162 < ...._� CONCRETE (SEE SCHEDULE ON SHEE REOUDtED• 11 y 3 mi I, 'I Ewsnxc G1735= m r>Tg 1�1 N�1 p/w'1[Sp a Dm I9 1 ammA �© HV CEILING INSTALLATION I r J 1 OR ®� � ' 1amADCma� G L�TA55---) I ro oi19"� 1 5r� r9 r rosuv flsrt sO�E TM31 nl r[ IsmO)A® i NIEWUJE raPm ij , i 9 ' DCN LLO r r r DeTING� /IM3/4' RD WASIRR HEAD � . • ]/9 lox TW SENDS 0 14' GO. "�/� % :'/. !"' 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'J '' FLORIDA BUILDING CODE Hon Nigh Velocity Hurricane Zane 1p i'• uCENSF•., �9 DEun ILLTRO. INa 07017 EASTERN NETAL SUPPLY, MC. * IL E C O A■S.S.A■ RT TY Accordion Shutter System ,Nc. American Shutter S BADE pl W/ ER W/0 FLV. YA1DDW 81AEE D •. J TILLR TESTING k ENGINEERING COMPANY r stems A880Ciat{On• • H DDnvn9x yrt NANI 9n EO N�1E _[,1 wss Nc ]e,n sti sr.. am, wcaaa 0•ppOe, nary vie Inc. 1 OLD 15-085 ] ]/1 aE0 07/5/17 ' 9�fS -T E"V,IEI' Pliw r (]0 ))6)1-Ima . F. I (M 18T1-ISII m W m�mex em 4268 W09,rOaa9 Drive Y7eet Polm Beech, FL 37407 E ORAWrNO No ••. ugEEa✓„ Y Vt A TLn a. P.E. ] a r 1 / —1 O / 0 C fCni ICICAIAT➢De /n„r RORCA Uc / 44167 e �..__ SEE END WALL CONN DETAILS oUT INSTALLATIONS W IN f EN5D6DUSS 1 HV g��DNEDDNND �B©°w° I *# BADE 6 DLTMM W 6 VAUD MR ME BLADE WZ HV CENTERMATES cormwIts,. CAtIONTe Ow,01 -DNNECTION ---------------------- L------------- 3'.1.1/6'a0'-i I ©•�u ®9•®q�•® O 1/4• ) B I/E' (wo-Tr ALLOY) AKIN. 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INSTALLATIONS W SYMMETRICAL CENTERMATE & W/ ONE HV LOCKS OR W/ NO LOCKING DS (MWO FOR M0UMTNO0 SMEfl 7) COMCRETE ASn �6x INSTALLATIONS �nm rLarHMTounc uaunLva aIL) 1 naa+ .w wllxrv+o 14 ro) L-roI ]0 1a•-a• 1a•-o• 35 IS'-r 16•-Ia• 40 14'-2• 1 15'-2- M4•-WI]'-1'V-1I- V-11- 0•-I- 9-4- a'-G- Ixcr n4nON F.Exn CONCRETE @ WOOD MANSORY SMALL A B, C, O, E. N, 0. P. 0. MOUNTING f, N & L R, S, & V. FLOOR/CEIUNG MOUNTING O, H, L 11, J T. U, W & X & M 0 MAXMM SHURER SPAN 14 OR %L FOR INSTALLATIONS we WOOD SHALL BE UNITED TO 105 Put. A&D. DESIGN PRESSURE PATINC. t RV CORNER CFNTERMATE p] MAY BE USED AT ALL MOUNTING N$(ALIATIONS LOCKING SPEanGA110NS SNNL BE AS INDICATED ON MANDATORY CONORIGN /2 NOTE B5, SWEET S. t1 EXCEPT THAT WVBMUM SNUNER SPµ 1+• OR 'L= AND MAXIMUM AS O. DFMNO PRESSURE RATING FOR NSTALlATW15 NTO C09CRM OR CONCRETE BLOCK SHALL BE UNITED AS FCM:gy& 1- CONNECTIONS TO KEYSTONE MOUNT114G LIMITED TO +64,72 p,a.1, µIT 8'-0' SPAR. SEE MOUNTING PON SWEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 I'• (1) L+: MAXIMUM ALLOVMSLE SPAN FOR A GIVEN POSITIVE AS.O. DESIGN PRESSURE RATING. I., MAX. ALLOWABLE SPAN FOR A GIVEN NEWTNE AS.M DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE IJARIMUM SPAN FOR WALL MOUNTINGS (TOP/BORON) OR FLOOR/CEUONG: GIVEN A "MIA'E A&D. DESIGN PRESSURE RATING, GEIERMNE MAXNUM SPµ 'L+• FROM SCHEDULE GIVEN A NEGATIVE AS.D. DESIGN PRESSURE ,,,G. DETERMINE UAGUOU BPAN Z-• FROM SCHMU,,, TONAL MAXIMUM ALLOWABLE SPAN IS EOUAL To TINE ""MUM DETERNWED SPAN BEMEFN li AND 1-7. (3) PROCEDURE TO DETERMINE MAXIMUM SPµ MR COMBINATIONS IN BETWEEN VMLL MOUNTWCS W/ FLOOR/CDUNC MOUNTINGS; FOR A GIVEN P09W A.S.D. DESIGN PRESSURE RATING: DETERMINE: b+- MAX. SPAN FOR WALL MOUNTING INSDUL01ONS, U+' MAX. SPAN FOR FLOOR/CDUNG MOUNTING INSTALLATIONS. FOR A OVER NEGATIVE ASD. DESIGN PRESSURE RATING. DETERMINE: L1 MAUL SPAN FOR WALL MOUNTING INSTALLATION,, L2-- UAX. SPAN FOR FLOOR/CEILING MOUNTING INSTAUXTONS FINAL MAXIMUM Al MMMOIE SPAN IS EQUAL TO ME MINIMUM BETWEEN 11«, Ta+: 11= AND 17-' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOW0.9tE SPAN AND NEGATIVE AS.D. OESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 185 6'-6• 4'-8' 6'-e' S'-10' IS O s'-e' . -a' n H V BLADE 185 6•-5' 4'-6' 6'-7' 5'-8' 190 6•e'-!'-4• 4'-5• 6'-5- 5'-6' 185 ISO 6•-5• W-4• 4•-6' 4'-5- IGS 4'-]' 6'-S• 5'-5' 195 1 fi-Y 4'-3' 200 6'-2' 4'-2• 6'-4' S'-!• 200 6'-2• 4'-2' zos fi'-1' a' -I• 8'-]' S'-t• 205 6•-1• ,47 FLORNA BUILDING CODE Hon High Velocity Hurricane Zone' jGENSF 02017 MUM. MG 02017 EMMIN METAL SUMY, INC. ' A HV Shutter 1L E C O Er,�. A.S'.S.A. Accordion System American H.V. WINDOW BADE jTILLIT TESTING & ENGINEERING COMPANY 3.. s:. s.. ShuHer SystemDDer: A8800(a+IOn1 IOF am. Va uPPD4 nmrv. MI (W5071-I510. 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