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HomeMy WebLinkAboutPLANS(16,s -esogs ENGINEERING z EXPRESS 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH:(954) 354-0660 FAX: (954) 354-0443 W W W. ENGEXP. COM Wind Load Calculation ASCE 7-10 Ch 30 Wind Loads -Components and Cladding 6th Edition (2017) Florida Building Code rmormanon Owner: Peter Deaen Wind Speed (V): 170 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.38 ASCE 7.IQ M 30.3.1 Table 30.3.1 Directionality Factor (Kd): 0.85 Topographical Factor (KzT): 1.0 Structure Information Design Wind Pressure (PMAx+. PMAx-): ASCE 7-10, Cit. 30.4.2130.6.2 Max Positive Pressure (PMAx+) PMAx+ = gh(6c GCppos + GCp) PMAx+ = gh(9c GCppoa + GCp) Max Negative Pressure (PMAx-) PMAx- = gh(9c GCweg - GCp) PMAx- = gh(9c GCpnna - GCp) Device Calculations:ASCF 7-10- Chanter30- AB Subsections # e Slze` " �;2'k' Zone. Elevation, Area+ . * .. Areas e a i k Kz � ' q,+ ik GCp+ s •GCp " t P + x e pru ; $ (W x'H)t� 1. (ft) (fn)i :..(ft2)`;F rk .a H 1M+ ,J u 2 ?}(Iti/ft.) r' 2 >,i16/ft) ,. _;, ., 1 630 x 108 End 60 472.50 918.75 1.31 82.45 0.6 -1.0 39.0 -61.4 toe �iER�pl. a °p SGP���G urt� Risk Category: H Building Classification: Enclosed Int. Pressure Coed. (GCpi): 018 ASCE7.107able 26.11.1 Mean Roof Height (h): 80 ft. Roof Slope (0): Flat Roof Slope Coefficient (0c): 0.9 Min. Building Dim. (L): 85 ft. End Zone Distance (a): 8.5 ft. pared in aanrdancewith:ASCE 7-10. 30. Wind Loads - Components and Cladding Edition (2017) Florida Building Cade 0 2018 E-Tempestcom 1D: Inastercarc-P2302 05/16/2018 Page 1 of 1 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD MAY 22'0t3 ST. Lucie Countying lec;s-,I;�l8 ST. LLTCIE COLX-ry 11M RFV1Eq'ED FOR CO,VtPI OR'No NSPECT10V 1V V A DL urr BE MADE. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALLAPPLIOAAW 000101 \` \III I I I ID/11j1/ i ��•• S.\GENS�c •.•�sT%� O: No PE82328 p/Ij FLOR10I is gip CEH9885 WrrH REER SEAL u VALID ONLY 414- 004" Identification Schedule for Opening Protective Device or System (77re_%llowing rnininuan irtfomotion shall be provided to facilitate plan review and inapect(mr Ofthe proposer! installation, opening, protective device orsystetnJ Address: 7420 South Ocean Dr. Apt. #C-616, Jensen Beach, FL 34957 Type of Structure: PERMIT#: Dev. # Device Type Device Manufacturer Approval 1 Shutter Width Shutter I Height qf�G Anchor Spacing 1. Accordion A.S.S.A. FBC 0114 1104.125 630 1 108 Tapcon 8-9-6 lConcrete -I EOy— — I uae ou I ---------.. — OF—, A�•. ti if q .E J 4 S {R, M L rl !IF � y ! t ¢I F .. � h.0 u C. _ D L ol`= Peter Degen = 7420 South Ocean Dr. o ISg j n Apt. #C-616 SHUTTER C ONP ONATI ON CO '" Jensen Beach, FL 34957 12980 SE SUZANNE DRIVE. HOBE SOUND, FL 33455 0I-1- tT l%-RAR499I vA - llT % we e1.1 GENERAL NOTES: L BERTHA N.V. ACCORNOM SXVRER MIEY gIgYN ON Ry5 P0.0WCI fVALUADON WCVMEM (RED.) WAS BEEN WORRIED FOR COMPLIANCE IN ACCORDANCE WITH ME ]0V (,IN ERROR) OF ME FLORIDA BUILDWG CODE THIS ACCORDION SHUTTER M1FM SMALL NOT BE INSTALLED AT HIGH LELCCRY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DEIERWROO AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. FOR A BASIC 'RAND SPEED REWIRED BY THE NRISOICFON WHERE SNUREF 1NLL BE SHEETS 1 WITH A 15. 191 & W. FACTOR N0-0.85. USING ASCE 9-10 AND SNW. NOT EXCEED ME MAANUM (AS.D.) OELON PRESSURE RATINGS Means ON SHEETS IITHRIMMA I5. 1ST N W. IN ORDER TO WARY ME ABOVE CONDITION, ULTIMATE DESIGN µAND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASO. DESIGN WIND COATS BY MULTIPLYING THEM IN 0.6 IN ORDER TO COMPARE THESE W/ WAX. (AB D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS I I MRU 15. 19 h 20. IN ORDER TO VERITY MAT COMPONENTS AND µ[HORS ON THIS RED.. AS TESIEO. WERE NOT OVER STRESSED, A M F INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NO USED IN THEIR µ&Y54. HONEYW, A WIND WRARON FACTOR CO-1.60 WAR USED FOR AMFIGDON OF FASTENERS IN MOD, BERTHA H.V. ACCORDION SHUTTER SYSiEM'S ADEQUACY FOR WIND µD LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WON SECTION '609.1.1 OF THE ABOVE MENTIONED CODE AS PER AR REPORTS -HV SURGED /C21..01-0. 10716,01-03, /IW401-05, 0`1214-01-05, #0317,02-06. #0809.01-10 AND 10210.01-11 AS PER TAS-201, TAS-202 µO TAS-211 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL D, WINO ZONES 1. 2 k 31 d #122011-I1 AS PER TAS IT% 203 A: 203 PROTOCOLS LARGE MISSILE. -W WINOTW BIME 0 /0505D1-08 AS PER ASTM E-111 D E-1996 (MISSILE LEVEL 0. WINO EWES I. 2. 3) BASIC PROTECWN ONLY AND / 0725.01-88 AS PCs TAS 202 PROTMOL, P. HN BLADE ()AND W UNDOW BLADE 0 ARE INGIREERM TO WORN W UNISON WITH EACH OTHER UNDER ME GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SWEET 19 RDION MRS V SCREWS). AT BLADES .0 FOR 5 STAINLESS STEEL LSCft S VAIN I350 Wi YIELD SSTTRENGM DN ID Nei TENSILE STRENGTH. GMET . PANS SIULLE EaCOA70 WRHN TO S ERLLHA BW DIACRO"UDOCWRNC2SYSTEM IS MANUFACTURED MBY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICµ BROTHER SYSTEMS ASSOCIATION. PINS MUST BEAR THE IN MKING ON THEIR HEAD. ES 4. ALL ALUMINUM EXIRUSMNS SHALL BE ALVMNVM ASSOCIATION ALLOY µD MIRED AS INOICKTEO ON SHEETS 2 MID 3. MINIMUM YIELD STRENGTH FOR 6063-M ALLOY IS 30.0 EFi µ0 W57 ad FOR MOOS-TS ALLOY. 5. ALL SCREVS TO BE STAINLESS STEEL 304 OR 316 AIS SERIES OR CORROSION RESISTµT COATED CµBON STEEL AS PER YN 50018 WITH SD 4si ANN. YIELD STRENGTH AND 60 Aai MIN, TENSILE STRENGTH, µ0 SHALL COMPLY Al FLORIDA PUMPS LODE SECTION Nl%.13A. 6. BOLTS TO BE ASDI A-302 WLVµ12EO STEEL, OR A61 304 OR 316 SERIES STAINLESS STEEL IN M IM MINIMUM YIELD STRENGTH. 1. SEETHE FOLLOWING SHEETS FOR ANCHOR SPECIFICANONS: HV BADE. () : 12.13,14.15 AND 20 HN BLADE () k 0 WARRING W UNISON: 12, 13 R IS 8, THIS CONTRA N.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 16'7T9,502. COMPONENTS OF THIS APPROVAL µE CWERED. IN WHOLE OR IN PART BY V.S. PATENT /5'456•179 ISSUED 10 EASTERN METAL SUPPLY, INC. 9. IT SHALL BE ME RESPONSIBNb OF THE CONTRACTOR TO VERIFY ME SOUNDNESS OF ME STRUCTURE WHERE SHUTTER 6 TO BE ATTACHED TO INSIDE PROPER µ610RAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EWES WHICH DENNN• THIN) FASTENING IN CONTINUOUS CONTACT VRM ME BILOWND TO PREVENT WIND/RAN INTRUSON, 10. EACH UNIT MUST BEAR PERMANENT LABEL NI A VISIBLE PUCE WITH WARNING NOTE: OURWG PERIODS OF HURRICANE WARNINGS ROME CIDER, TENµT. OR OTHERS, MUST PROPERTY CLOSE ALL W AND HO CEINERIMTES AND ENWCE OR LOCK ALL M• AND NO LOCKS. 11. SHUTTER PAR FACNRFR'S lABO. SN&L BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTOR 1709.9.3 OF FLORIDA BUILDING COOL ONE LABEL SHALL BE PLACED FOR EVERY OPENING, LABELING 10 COMPLY WITH SECTION 1109.9,2 CF ME FLORIDA BUILDING CODE. 12, SERUM H.V. ACCORDION SHUTTER SY5TEA1'S INSTALUTWN SHALL COMPLY WIM SPECS INDICATED IN THIS DRAWING PLUS Ntt WILDING AND ZONING REWUTIONS PROVIDED BY ME NRSDWON NNEHE PERMR IS APPLIED TO. 13. (o) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND WES NOT PROVIDE INFOMMADON FOR A SUE. SPECIFIC PROJECT: I. WHERE ME SITE COMMONS WAVE FROM ME PLO. (6) CONTRACTOR TO E RESPONSIBLE FOR ME SELECTION, PURCHASE µD INSTALLATION INCLUDING LIFE SAFETY OF THIS PREDICT. BASED ON TWS P.E.D.. PROVIDED, M/SHE DOES NOT OLVNTE FROM THE CONDITIONS DETAILED ON THIS DOCURnR. CONSTRUCTION WEN AT 6RE IS ME CONTRACTOR'S RESPONSIBILITY. (c) THIS P E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (E) SUE SPEOFIC PROTECTS SHALL BE PREPARED BY A ft"DA REGISTERED ENGINEER OR AACMTECI WHICH IeIU, BECOME THE ENGINEER OF RECORD MON.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF ME PLO. ENGNEER OF RECORD• ACTING AS A MEDIATED ENGINEER TO ME RED. GNONEER FEVIEN. BIIALL SUBMIT i0 ARTS IATIEN ME SITE SPECIFICDRAWWGS FOR (e) ORIGINAL RED. SHALL BEAR THE CAME AND ORIGINAL SEAL ARE LGHALURE OF ME PROFESSIONAL. ENGINEER OF RECORD THAT PREPARED R. L1011 MICRO. INC. I L�E C O I,... ' � ,a�� TILLIT TESTING A ENGINEERING COMPANY 3ee. M., sH. _oa x\FAana: � W A� R , Ei pabre• c wENz, noaev m (3W)971-IB)G.Fa.: (.U6)BJI-1531 S/ONAL�'Nc',°L :FAFdc6 AtYIIDC'RATc WLLTERRAGTILLT1LJr. P.E. rG.. R. E .41er TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21_37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 39-4H SHEET 4 TYPICµ SWNWW BLADE 6: WINDOW DETAIL AREA . HV QI ADE n ANO TIV WINDOWQF I (WHERE APPI ICABLF) TYPICAL SHUTTER ELEVATION k NOTES ON LOCKS SHEET 5 INSTALUnON DETAILS A-F. CONCRETE/BLOCK SHEET 6 INSTALUVON DETAILS G-M. CONCRETE/BLOCK SHEET 7 CENTERMAM DETAILS IN SHEET 8 CENTERMATE ALTERNATING DUALS HV SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCT( SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE a BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE 6 BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE h BUDCK SHEET N ANCHOR SCHEDULE- WOOD SHEET 13 INSTALLATION DETAILS M-R. WOOD SHEET 16 INSTALLATION Cams S-X, WOOD SHEET 17 ROD CONNECTION DETAILS 5-12 A A. WOOD SHEET Is AREA 3, HV WINDOW RI ADF A ON Y TYPICAL SHUTTER ELEVATION SHEET 19 AREA A, HV WINDOW BLAp n ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET Q0 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS It,) THE STATE OF FLORIDA A.S,SE,A. American Shutter Systems Association, Inc. 4268 Ylestroods Drive West Palm Beach, FL 33407 METAL SUPPLY. INC. Accordion Shutter HV. @AGE #1 W/ OR W/0 HV. NAM,' AWING No 17-107 J444 !JWe "US PATENT # 545B179 ,) HV WINDOW BADE' JNS OF USE OF BLADE @ ON SHEET 19 6063-T6 ALLOY AND TEMPER ;I5566D 6I0' 26' rg 0 o halt - • 6' r0 HV ADJ. FLOOR TRACK OUALIFIED FOR USE W/ HV GLADE r1 6063-T6 ALLOY IND TEMPER J�_063• _ AaJ' 060" sD" RX , I l67n1 LI.666 ," If I" HV CEILING H ADEFr OOAUFIED FOR USE W/ HV BIADEIONLY, SEE SECTIONS FOR VALIDITY. 6063-76 ALLOY AND TEMPER I j Mn XMNTMNI R.O6]" 116' SIDE ANGLE QUALIFIED FOR USE W/ W BLADE r)) 6063-T6 ALLOY ANO TEMPER i . J66• i. BA9• - (3�iHV OE R A F OAT R OUZIFIED FOR USE VI/ HV BLADE`rl l 6005-TS ALLOY AND TEMPER 33]6 O63 I 1 -- asr C71HV AN. ADAPTER WHIP QUALIFIED FOR USE L'I/ HV BLADE 01 6063-T6 ALLOY AND TEMPER �$ V4RiE5 T g' .oa•• �' yea" m .1a0 — I S 0" {,. .060' ?L,P' Ei0 !�2 HV HEADER/SILL QUALIFIED FOR USE %y W BLADE�ONLY 6063-76 ALLOPP AND TEMPER it ?l N L_ ALUMINUM ANGLES QUALIFIED FOUSE 1V/ HV BLADE tIONLY. 6063-T6 ALLOY AND TEMPER 134 HV DIRECT MOUNT QUALIFIED FOR U5E W HV OUAUFIEO FOR USE N B AOEQ 606J-Tfi ALLOY AHD BtsDE(11) 6063-T6 ALLOY,pAND TEMPER L67(1 1 03 r AIR .L.._ ; ry L.J6• s]J— C8!HV WALK —OVER TRACK OUAUFIED FOR USE Al/ HV �-, CHV TRENCH TRACK BLADE (� 6063-T6 ALLOY AVTEMPER QUALIFIED FOR USE W/ HV BLADEIj ONLY. �, ,,,• 6063-T6 ALLOY AND TEMPER .^.OMPONEM q p I TI T1 lJ I' 5' MAX. 1/6- 1/8- i 10J 92' 1J 2.5' 7' MAX.: 0AW'' 0.190" I' S" NAX.f 0.1J 1 WRIES 1.0 .12 (14) HD WA HEADER/Sill "� QUALIFIED FOR USE W/ HV B VAE (I) ONLY. 6063-T6 ALLOY AND TEMPER I X 1 i J 0.G90 '2O CORNER POSTS ZUALIFIED FOR USE W/ HV 81ADE u 6063-T6 ALLOY AND TEMPER 1 FOR US§E W/ BLADE ALLOY ID TfM L+I•'w` v— Fl(X/ 13017 ICUM wC ®IOIT EASTERN METAL SUPPLY, INC. VCEryg�-,V9=; 3 �L A.SI.SI.A■ Accordion Shutter System H.v. BLADE p, w/ DR w/o Hv. YANWN ReEE TILIIT TESTING k ENGINEERING d 5 American ShuHar Systems m„ ocsce,m N OATE ORAIw fin L.O. "vLTE D!' 6]f5 xb. Jt:1 6Y. AA M4Ge:u: A..W4N ))rt I.Y, I' Association, Inc. 1 OLD )5-Otl5 )/I]/1 OA)Er 0]/2)/O OgIOP;:`F, L+ 5 (]0.)Bit-IS]0 . Fm : (J05)67T-f5T (305)£ ..119 t Pol Beach, Drive West Polm BeOch, FL 334D7 ] ) DRAWING NP � ,'rS/QN••YA1�`••.[C3.�Tj6\�1i1dLs P L'yRCAI/\IT:N.1 1frl= ,,,E wx]cA i muii9,, P.L noiOq tic/.,T67 17-1 07 5 I IcVrGT f271 ONLY ury rFONr ELLVAnON L40CKER FOR "T" LOCK CENT RIIATE QUALIFIED FOR USE W/ HV BU,DE(I)ONLY 6063-T6 ALLOY AND TEMPER 1� 1r �6•- L-�3 Au• m Mr ip}p -1 G FTA fz %1 0. 6ttm cAvrtD 9J �6- r3 AM M (.tAY •al=? 7 PUImI HV LOCK iAlA*" QUALIFIED FOR SE W/ M• BLADED & ONLY. &—J QUALIFIED FOR USE W/ HV SLPDE(1)ONLY E063-TS ALLOY AND TEMPER-- 1M- o I 126 HV MALE "T" LOCK ENTCAL Arr OUALIFIED FOR USE W/ HV BU,DE.IDONLY r HV FEMALE "T" LOCK ENTCALIATC 6063-T6 ALLOY AND TEMPER J QUALIFIEDFOR USE W/ HV BLADEf11ONLY 6063-T6 ALLOY AND TEMPER' t311 H C IRAA KING RO 32� QUALIFIED FOR USE Y]/ HV 62DE(1 & �) 606 3 -T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEC UALIREp FOR USE V,I/ HV 8LA,E _ 6063-16 ALLOY (ND TEMPER 0 @S, INSTALLATION VAU- RECUIRE A ]_I61 i I ."fiz HO CENTER IDErI)& QUAUFlED FOR USE W/ VV/11, BLEDE `1)& A. 6063-I6 ALLOY T TEMPER 2. kl/3• M 1. 0 AI 1304 5ERIES S S. TH MB5('RFWc QUALIFIED FOR USE V./ HV BLADE+j) 1xFJMe i ru[ fi5r XQISUG D4"E6 T; P-x LD gmrEy i CrQ'$$�PruPrr� 69YS3 LYLwKF Lara4 =uRo) ® HV EGRESS LOCK QUALIFIED FOR USE 'W/ HV 81ADE ) & A3. ONLY -i _150' Oo. y18' PLtYTC xEAp —T ; � • 6__ 31 . uDIOED ro 1 3cvLw q - �_I - P]6•I+ .I60'PRER RM1'Elltt'u -^ 1/4"0-20 x 3/4" BEFORE RlrlNc "i S.S. THUMBSCREW 1/4"0-20 RIVNUT- L ISFF.eS 9Ha $0] - OY) uP6E C4rILE Mix n, uw - Z., or AMR CNEPP 10 Pr1P5moENY, MEN' JL0.t ]Na OR Cdrk. ® HV "7" p K V T V OCK QUALInEO FOR USE QUALIFIED FOR USE 11 MI VI/IN BLADEL ONLY. BLADE Ul ONLY. i4 HD LOCK 6Y P.Ecel NARDNARE MDRnEE LcoNs sm,s QUALIFIED FOR USE a'/ Hs BLAB Oa]5' Mn. I)5' Me.. f� �� w\'� of U FmuMDF.R E. OR rY CLixOE 1.ifi' Me.. HOOK 6011 LOCK, 3. �f ' 11(1•w`'�G„ "' r/ /Tq- ,9 7 f iF ! b ' $LATE OF + —�V 0101) fiLiEtc, :MC, IL EC O INc. A S S A American Shunter Systems Assocl0tlon, Ina 4266 IVestroads Drive West Palm 6ecrn, FL 3340, C1017 EASTERN METAL SUPPLY, INC. —HV BERTHA Shutter Accordion W/OR Shutter System HV. MADE i/1 W/ 0R W/0 H.V. INNOW! HALE TILLIT TESTING & ENGINEERING COMPANY 6vs e.m sfiu. s. s�.. sox xxmA uwtms. naxa vl Pn.�P : (3os)e]I-lsso . Ea, : pm,+en-uv -'_"°'^ °=DPe.wm fb-OOL6)r9 D'AL1rA 4 , 11, PE. rm^'y. LI.. / A\1e] Ey, x o[sCPiPnox UL, oNCxN DY; L.c. : oLD IS-ebs )/1)/1 wrc D)/n/17 :., f. \Y� ^ <ORIDP ' 6t, \ I1\) ..^.... L.M. FAI m� Fx\V II P.F $FAI ,S eT4l�ac'iner.- ] s DRAW-FING ND 1 A — 107 SHUTTER ASSEMBLY SCHEDULE FOR HV T HV O1 HV BLADE i (9 HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING 3® HV SHORT RECESSED NYLON BUSHING IN NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES a.e?0'x3/16' THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RIVETS 4© HV 1 3/4" ACCORDION PIN W/ A8 HEAD A ® HV 2 3/4' ACCORDION PIN W/ k8 HEAD * ® POLYCARBONATE IMPACT RESISTANT IN WINDOW EXTERIOR I FOR ® @ or 43 L ((SEE .OTC TOO RIONREMCKU) I Q OR :I UOR® 1EQUISEMENIS AT EXTERIOR BLADE KNUCKI F FOR x (1) HV PIN Q SHALL ALWAYS BE USED AT ALL EXTERIOR ` 3® e ,', BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR HV ® BLADE. N.APICAL SHUTTER A SEMB Y r (2) HV PIN ®MAY BE USED IN LIEU OF Q AND ONLY AT - Hv rrM Q oR%f TOR Ar E EXTERIOR BOTTOM KNUCKLES OF Mr ACCORDION SYSTEM W/ HV OI as age-} (SEEN R - FOR-\ BLADE WHEN CORRESPOIJOING TO INSTALLATION '11', SHEET 7. � ©- €' (SEE NOTE FOR Q L REa01REACNrs) (3) HV PIN (9 OR © W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET WHEEL CARRIAGE DETAIL T1.s. yy55S MB Y LAMVI N. C2017 nLTECO, INC. ILTTC L- TILLIT TESTING A ENGINEERING COMPANY PnLv. sC9515n-m56. F.,, : IJaS)en-15-um [8-CAJ6]19 P'<LT[R 1 IBEX .'.. V.C. (RY) 2 EXTERIOR 0 CB35' BUOE 0635' eN13 .06250e6j5' E21CAL HV WINDOW BLADE (2 AND I POLYCARBONATE HV WINDOW D AI l� I # P�LYCAH80NATE MRA T R ANT HV BASER MAKROLON 3103 POLYCLYCARBONATE u'r.n. ciuR RESINS, UV -STABILIZED GRADE OR SABIC INNOtO RuOE eonou (SEE NOTE PLASTIC SHEET 103 RESIN (SEE NUTS "F" ON SHF.Ei 19). POLYCARSONATE SOURCES FOR 4 +Ru] w .Ics S�T4WR9C F.. aNswws ry wfiu _ C- EUPssw N Le:s _ Nts civ RIs r srem[svc: ,� Icsss swewL. vTw +uxw:.x: <sry e: 9wL a•+ ee•¢ ..:. frrttC JI.Rs R[T,aL +pe.SRaL 6ry Us 9•LI O+. L.t. a•1 A.S.S.Ae American Shutfer Systems Associallon, Inc. 4268 W..t 0ads Drive West Palm Beach, FL 33407. Accordion Shut HV. MADE #1 W/ OR W/o RV. INC. N0 107 SEE BE, BETA SHEI I e 1 118, v�3w1(�3N�If-;�mf jw S I U !`T 1 ) II6jw�9'. IIL�VX�i}JR�604�Di1M �4� 'yPIK 14 V n D I I II 10 0. 'S ON E (T x i s ID r1VVV I 'P. fU!L LIIL_ li, j 'pw 28 ___ ............._—._.._._ R,t __ A OF COR14ER —F -- CENTERMATE all�4c i6L :7 RI�R: .,I a? 'I. 10.45 O4 I�i•Q3 A, _....�1 L�'i7 •11�;ayi ;7i•{t��gl� Ii5'• 581�I�. Q�a.t9i• ¢7'e. �8)•�B1... �;. i131P.1`g•�S;a.'�2•�ti TYPICAL TIHV BLADE SHUTTER ELEVATION N.T.S. A NOTES ON HV LOCKS AND CENTERMATES I. MANDATORY 0 DMON ll ONE W LOCK � Cr 223 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12• ABDIE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 105'. AND FOR INSTALATIONS AT ANY ELEVATON. HV LOCK 2j or $ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 39 OR # CENTERNATES W/(2) 1/4.0-20 n 1/2- LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL 9E AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. , IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO ➢yO HV LOCKS . 23 OR afi MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENDERIATES 0 OR 2� SHALL 8E AS INDICATED ON NOTE (1) ARl LOCATION OF LOCKS SHALL BE AS INDICATED ON W. 'CAL SHUTTER ELEVATION. MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE 4. MANDATORY CONDITION /2. ONE HV LOCK 18p F$SHALL BE SHABE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. FN LOCK Q Or 2� SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 23 CORNER CENTERMATE W/C) I/4 C-20 x 1/2- LONG FLAT HEAD S.S. M.S. TING LOCKING RODS 53 AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, JNo18LPJIPUN� Al m LLLYAIIDN. ALTERNATE LOCK 06 MAY BE USED AS AN -INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-2093/4' S.S. THUMBSCREW TO Q): OR 0-CENTERMATES SHALL BE MADE W/ 1/4'0-200/4' ALUM. RNNUT AS SHOWN ON SECTION NNE. SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6, ONE HV LOCK A24 or R3 0r CISSHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- AROVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96. AND FOR INSTALLATIONS AT ANY ELEVATON. HV LOCK Or 2-S er 13 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO Cr Or P SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL, BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS QS W/ a OR T3 TOP AND 80TTOIA IS COMPLETELY MANDATORY. 'NOTES ON HV "T•' LOCKS AND CENTERMATES, 1. i4lONE ALTERNATE HV '1 LOCK L MAY BE INSTALLED IN LIEV OF HV LOCHS 24 GR Htl FOR ANY SPAN AND INSTAJAl104 IN ANY ELEVATION. ALTERNATE LOCK 45 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK Oy INCLUDES USING REINFORCING LOCKEP0, , AS SHOWN ON SECTION HVG, SHEET 9. WHICH MUST BE CONNECTED TO CENTERMATES @ AND fl, W/ 1/4-0--20 x 1 1/2' LONG B.S. THREADED BOLT N•/ 7/8'0 x 3/32- INNERLY OR W/ 1/4-0-20x1' S.S.M.S. INTO A 1/4'0x III RNNUL LOCK MAY BE INSTALLED AT MIDSPAN Ofl 12- MAXIMUM ABOK AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 2 TOP AND BOTGM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATE • 1 UDl W/ NO 1 OR / : ONE ALTERNATE MID LOCK U4 MAYBE USED IN Of NV LOCHS l2 OR ¢5 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK 44 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHMENT OF NO LOCK �'4 TO 0- IS VI/ ,T /:8 A 3/8• F.H. S,S.M.S., AND INCLUDES REINFORCEMENT INSERT 63, AS S.C. ON SECTIONS HDB-HNB AIM HDG-NVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAY MUM BELOW OR ABOVE LIIDSPAN. USE OP LOCKINO RODS ''SS`IS COMPLETELY OPTIONAL. • ' _ ++1 �\ 'L1G EN A ✓,' SF'•.? $ l O 12//�/ / * : AD `•. F "Q� �' A` + ozmT Hutto. INc L ECOTNG. A.ST.S.A■ ATfirAss latl Systems 266 W allon, Inc. 4268 \Yeslmads Dnve West Polm BODO , FL 33407 02017 EASTERN I,IETAL SUPPLY. INC. BERTHA HVTM stem AcE#1WiOn/OlWINSyADE BADE HV. HAOE {j1 W/ OR W/0 H.V. Weld. TILLIT TESTING & ENGINEERING COMPANY A'*+S x...IMe. A'. PPI nos, YAP_, cCmEUS, loo. vlF ,I:one%(:0518T-ISJO. Por:(J09Je. P_,, a-maa: m,,.a0am.cem B-666i 19 v:ulwC.. nwr a. r.E. 0.IRDI tu. IF 44MI Cy, x 0111i iOu Wi[ DMWH Er: B I aG IB-Dss r/n/1, D„e: m/n +] 27 sS.".... ..... •`q\'� L+LL - /O •t4v llt+ ZONAL E F.E. SEALJ51GNAfURF./DATE z DRAWING Na 17-107 3 s SHEET__ _ POURED CONCRETE \ REWIRED_ •. 1�, HV WALL HEADER INSTALLATION POURED /-CONCRETE uNCXOPS POCPEO CONCRETE - CONCREEC-. (SEE SCHEDULE Ox SHFEI I!) OR CONCRETE FROGT PEOUIFCO FEOVNPEO j t` ' 18 5 Iry[IOxE CONCRrtE uHCHORS (SEE SCNEOL'LE ON (SEE ..T..&o SHOT >) /I SHEET 1]) r I/Z J 1 1 EO- ED a xa ss. %VlZHIs.E SCR USING us DG I/a^-}Q ums ' uR.. 13 CP .250^ M.I. E. E.O.• �\- `OPTIONAL E.O. IS u'DC, i. 1 EO @3 �@ bR 15 -OPTIONUI IR If,). I ulN:. sEPaMTION ro OWE FJRSunOrsEf S[tEOUIE CN SHEET II " SEE CHEDUMTON i0 4113 ul I GUSS ) ExiSRnG (SEE SCMORC ON SMEEI Iq •-- ,i-_ GLASS-- HV WALL HEADER INSTALLATION (B) HV WALL HEADER INSTALLATION + KEYSTONE MIN. SVMFAHON TO C.,E.GTIHG� —(SEE SCHEDULE ON SHEET IOT/40 F�OR� pW `(SEC SCHEOUEE ON SHECi II) I I '� CUBS II- E.ISHRI • / OPTION:. II E. 0.• 13 bR O 19 LEb-�-EbJ LFb P , CONCRETE (SEE avCH095 SCHZDUL '. I C0� lLL 5 THUS SCPN MRI tJGN 18 M.G uE SCRCMS VSInG I'. I Ja -10 NUTS O IY 4[. „�\ , •, i N C-}0.] COMCPCTE ANCHORS / L' S I PHLLIPS i TRUSS XEiO A0.CII rvE SCREXS (SEE SCHEDULE 011 CONCRETE On SHEET 13) A yN/ 1/4"•20 NUTS O 12' O.C. POURED CONCRRE- Emu U) OR CON OR CONCRETE OLOCY _ J '' I OR CONCRETE ELOCN v L REQUIRED (D; HV WALL SILL f "" S6NUCRCTE INSTA r ennN ISEE ME,, HIS scvEOI,�E aN REWIRED (F� POURED CONCRETE_. !/ SHEET OR CONCRETE BLOCK 1< HV WALL SILL INSTALLATION .•Neu REQUIRED tJ HV WALL SILL INSTALLATION FOR Cc eNAna LIEUMr E: E SHEET 4FOR TYP SHUTTER ['2 ^ INSTALLATION DETAILS W/ @Y OUNNwG SECIID14S GN BE COMBINED ( 0. ELCC WSTNICE (TEE SFCGIICA*ICN$ INN SxEEr I!f ♦ SEE [R�I}L.Aig1150E EVOE Oi USE FOR SHEET Iq 1 I"Iv BLADE loy TO SUIT 4ry PESTAUATOR I /r/ Y^ A �� k FLORIDA BUILDING CODE(Non High Velocity Hurriccne Zone; : ' v\CEIYS � '` 0}01, TONTO, N- 02017 EASTERN METAL SUPPER. MC. •L•1' ' I �+ �+ /� A■a7.�7./i■ BERTHA —HVTM Accordion Shutter System KV. MADE #1 W/ OR W/O H.V. NINKICNV MADE '•. '}'•^� d TILLIT TESTING k ENGINEERING COMPANY American Shutter SyS Ants T, x 111LRlrNo mr[ DR.wC qr: L.c '-�'`• wQ F �OAIDP k,111. eoe. 1,FD.v. a..ATOM, ORR.. l'I, Association, Inc. I aL0 to-oss n/z}/r bArn oT/}Tjn p....... - IJ S, pI -QUAt. E4� FIT- I (9Ds)BII-u10. F., 1]]I .- .ix-OBObod.ee.x 4268 Wectroads D'1". West Palm Beach, fl 3340] } s DRAWING No w0.1[R W06)I9 It. RUN: qG 1 / — 1 O r 7 7 P.E. SEAL/SIGNATURE/DATE RoS. W. IF ••1sT ' SHEET s 6_ OP 20 FOUREO _ CONCRETE ANCHORS CONCRETE (SEE SCHEDULE AN SHEET 13) I I +—: jrOR. • 5 --"�- RECU.RED Ip •mED][0 A •J L Enmxc I yn r t _\ \-� -- .:\ -.—.- ME Or ^ 11 trap auF 9 P 4Qi r9 RA va Y➢uArp sp SoT . i Sul \ E. O._ I.PLE COSTING) elra M. PUCiB .\ r(Plµ Te[ I 3 rr) GA5 9 {0, r60 i / µINE.. 1 _CNCR) 'r LOC U(Ni r -1 E%ISLING ' p I I Dfl I3 1$ {�. I ,%N10sJ/d' NEk ",s.ER HEAD I GUSS'% I i • TEK SCRr.I'5 O 12' D.C. j .. '/ , CONCRETE AIFJIORS /Bt v O OF 31AD IF r (SEE SCHEDIRE ON SHEET 13) / /' EO t EO r . 2 0 Ex CI155— r10 r COGSUN)CFI APPLICUILE / / 1 / /� A I / SCODEUO Of USED .1/(1, / ' - L PUCSBLE MPLIOB•2 CA4 (4Tr -, mQVLp9QI I rtn wy Dua I 0 E0�2 / I 548 6 L 1,1 APPLILeBIE PDJREB POJRCUJ E E- FUT rU0 COHCRf-E nNCNORs • POURED DR �� COHCREtE "' "' CODIFIES, / 0 CONCRETE (SEE SCHEDULE ON SHEET 1< II REQUIRED REQUIRED ) LFUC REQUIRED E e• L/' C D - J CONCRETE SHEET SCHEDULE (SEE <_afouLE an snEEE I%) 14e I1 TRENCH INSTALLATION CG la' HV FLOOR INSTA i I1 HV WALK —OVER INSTALLATION VALID ONLY FOR UP TO ♦70. -75 PSF A.S.D. LATION t ON DESIGN PRESSURE RATNG h FOR SPANS PER CEILING INSTALLATION SCHEDULE /3. SHEET 11 wn urmwv _•_ 1 t O __ CONCRETE ANCHORS f vCu55-� cvvv. s�w.4rcry •. ro wss p 'm IH i (SEE SCHEDULE CN __ I fx15iIN I C%ISrII+G-, '` r SHEET IS) / I/.TIE LL'1(EY rA4'G4 w/ I I EMS11.0 I O CUSS ++ GU55 " nbt 0 5 .mi owV: c S.rn'R BLISS ,: 2fnrift'Fv M I/y'9 P]xiRS 7 lAsvms I.sPxr waas w/ Vs (� l:% I ' J 5 V RRt 0�or iql rr) 1 J/. M. "DwOlA 0 V ./t%. " /4 t I OL rp} Ip ID" Se "a OL PX 4t 3 IN2f TP 1.'Lil. ' * I IT I= $ • 9 13 On 1$ D. r tIOa3/1' HEX [ER / tTEN eevN hSFLIY MA i. NITr Tr NUE / •fj 1 i HEAD NSCREW$ sN'Ei) IrxS Vr _f �'/ d TEN i- LCxI. s10%JI.v3/< SCREW$ O 6 0C SIC. 9OR 1//'a-20 55 MS NJL9C CONCP"lE ySXORE ! (SEE SCHEDULE O'+ .I l' (f•- IlJ ] 11E3 -O 3' Ds•C. OS 'i I 1/ OJ/� 55 rsI/.•. :a) f/pl r u L ae NursSHEET Oe.L \, \ 17 Il} '!t` 1..20EOMINu t.cM Srm6NDONESINE (C[LOR+Irl:t```f143/a' IOF ` c ANCHORS SEE NOTE 13(a) y -rt"' FNLON[RE \ B 9' O.0 rPoURED `SEE -•,E O - --.'._ COUCRRE(SEE SWEGULE 9NON OR CONCRETE BLOCK SHEET 14) SHEET I NOTE 3(t,) ! POURED CONCREn ^REQURED PO RED / U HV WALL FLOOR oN SHEET I Oc CONCRETE BLOCK-"-�/�-=WVOINL-' RECAPPED `f KEYSTONEL5A100NTIRNGS Pam?, Ep- INSTALLATION ;w, INSTALLATION HV WALL WALK -OVER INSTALLATION �.TR ' +J' V RAINGUARD INS LLATIO t Nam: SAx v.r1 a -a• t DN " t IX5 fUSTALIpiIpY 51 ALL UC E EOLE DISrNICE Ere pERF0RUE0 1;,SEEU BL XEe . FOR ttPILAL SHVTTER E[ S:'ECIFICUIONS ON SUM 13) OAq NiIR�N10 /J! OPfR6ELE NO • ��OE11ipONNEHEEi 14 FOR z_?`H NA ECTIDN 11I . FIR- IN INSTALLATION DETAILS W/ 1' HV BLADE ANr AY r0 .. FLORIDA BUILDING CODE (Non High VeIOCity Hurricane Zone 1\1 •'' CENS�:'.r9 , .2.11 nJ9CD. II�C. ®'(OTT EASTERN 1111 SUPPLY. INC. G q iLTLlEC0 A.S.SI.A■ BERTHA HVTM Accordion Shutter System ` �0 • ' tU) ' American Shutter systems H.V. MADE #1 W/ OR W/O H.V. WADW ELADE TILLIT TESTING A ENGINEERING COMPANY r Ev. x TC out Dwwx Dn. TO ^rC'�GnmP�`°,r' —,P-1� a]191ttt. ]S 51. ON, :C5.:flCiH 4Np(NS. Rt113 IS Inc..riOLD 'T.- I5-OB5 T 27 IT FFI 07/27/17 y ........, -- aG ANAL r"^^• ( mI (]a5)emlea l]]K .RF<E YIs)eTl- : PmLEP.r 268AssWestIOnr 4268 \4estro0ds Drive 4lest R DRIVING No tiTi r EE- PQlrn Beach, FL J3407 ] -T -T WFLRR.l 11 pr. HE. /- D/ P.E. SEAL/SICNATUP,E/GATE Uc. npxaA °` a ."°' s SHEET 7 OF 20 END WA OUT �I./z�� 1/2. m®m©.gym®mfo . ©' AIIN SEPRWIONI' TO GLASS (SEE GCHEOME IN ON SurET IIf 1 Loqfl IN SHEETS 10 k 18 IN INSTALLATIONS W1 1 HV** S:11.TIR CN Eaem. EQDS]QWLocxeIN e ulE xv Lax Ol: Sx TBLADE —ExlsnnO GISS W HV CENTERMATES 6Cx OE,. xN a.M r6N ,[EES MPI!G110N ©ae®w ©. Om Ooe 1D .Q9 Z OR Wlln Q4Ci O1 10 • ©m Q• �°"Q'Q" SEE END AL COSHEENNOCTIO .—cxaTWG GLASS DETAILS ON .I/r =+©•® + OPPOSING — -� SYMMETRYCAL tIODo/cc'. S.M.S. lz' EVILwDe. + CENT.ERMATES CENTS W/ HV LOCK 2�4i or Ienl. $EP4R,104 To GEA6s �/� " 9 35 � _ * �.... 35 I (SEE SCNEOVLE oN sRCLT n7 � I I 0-0 3 p�yl (Ea<.(2D HVB OUT �� . ? * ` HVC HVA r-POURED CONCRETE OR r {�'/.�� * 1 .a ..._-O• ®m ©• Om fa OYIO PETS EXISTING GLAS VN RFt a_OCe 11 .l SYMMETRICAL IN...I a!J Q 1©m�6 RLaupED r .CENTERMATES r IS © �•®O ©° W. sEGLASS N I �Is r<f W HV L CK 6 ° EROR) _ 0 Q Q © ® fsEE...NEOI. - 3 OUTI `—COICPEIE TORS LJ JJ' �$"j,, V/ , i A 3 IMIE= ���—" EOLET] SLACK �,T-15b1 ,ExiFRLJT HVE HVF** �JL.%IJ Etilrl)p/�aliH�< FLORIDA BUILDING CODE(Non High VeIOCRi HVrricone Zone, Q y1P, "'• r' cH10 TlS[O, nIC. 02.17 EASTERN MEML SUPPLY. INC. ,J �,10ENS,�i'•y'�9% p �+ //�� BERTHA HVTM IL�EC O I.G A■S■S.Ale Accordion #1 W1 lT Shutter System `5f> zE Nv. manE q1 w/ GR w/o Nv. vnrmv 6lACf TILLIT TESTING k ENGINEERING COMPANY ATafICOa 511Ullef $Y916T5 e,. n =ESCRIPnOx 0n[ OW.mI Qx Ve. 11r-, s1, a... as. eam,. e111M nwc<- Association, Inc. I OLD 15-085 /x7/I wlE: n7/z7/f7 c <T M—< p0:)...... e . r,.: (ac,7.v..... 4268 Westraatls Onve e WeSt Palm Beach. FL 33407 ) DRAWING No ` -� •rl,rl ' WKIEN irLLR :r. P.L. P.E. SGLlSIGtJATURE/DATE s SHEET OE 40 ALTERNATE INSTALLATION W V " OCK 0 V MALE/FEMALE "T" LOCKS CENTERMAT S 8_,?9 & LOCKERS � / nj HV BLADE_ _ SEE END CONNECTION DETpL 1' I' 10 1R OUT IN 1,�L=.xr,L a.PW'Eo[IMY C1N Mf. w�eEp Dx SNLEI A ®6 J . 6 10 . a .a[ uwr[Dst M,Duc D.D[ ®o[na xco-xm . �� O �� ©°' w4G2D lw Lw5 SxF[L wr DC NLD R.M ]w5 0.RRW � �ILJ��'Qii•E.�(I i1.ff3s emuum, ono ru r w ]Na sxm. INSTALLATION (1) HV BLADE W/ HD CENTERMATES 0 el �a rwrn'sus. mrir[� ,rnm/•'vaz.o lz_______________._._— PC. M[ILxtM. 30 HV CK"i" IN Polsna'ro.� / LO(INSIDE) 1 .... 5 Us —�. 29 9 v 5 OUT 31 ae 32 T/* `\31Du� 310. 22— \31 ou 2 *sLc ne6a roe m•[xu®, Q— 1/4" 0-20 x 1 1/2" S.S.M.S. ®4 -�(.. 311Je 36 'r mLx. 0n suEn s. 30 • W/ 7/8"0 x 3/32" WINGNUT. (D.u.a HV "T" LOCK (OUTSIDE) I°xDJn1u> — A OUT 1 HDC—HVC MME-j$1.l'gL HD CENTERMgT�'S SYMMETRICAL HD CENTERMATES HVQ* W/ f5A• LOCK f[XT RIOR k'/i�LOCK (TNT RI R Ylpr) WLC fLVILE Mrl [a nmswr, D I uNla( PD P .MEi CxMrry RlI.M o,,gyp[r(.. PF I.M,, 1 'sal, OG a.. l HDD—HVD•• FLOATING STACK .2011 nnCCO, INc. IL ECOE„a. TILLIT TESTING k ENGINEERING COMPANY 63M MA ]en. St s. }e, .A . wG0915.'.A PMm : (Ws)ml-11A .'m : rssa n-u31 A.S.S.A. American Shutter Systems Association, Inc. 4268 WestrOods Drive West POIM Beach. FL 33407 V :a yam m a0[A.D we D . waj 02011 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System KV. HA➢E #1 W/ OR W/O KV. WN[M B_W AWING No 17-107 POURED CONCRETE AIR -'-POURED CONCRETE CONCRETE POURED NCTE TC OUREO CONCRETE C0.¢CRflC BLOC('!/ALL OR CONCRETE' OR CCNCRnE Oi CONCRETE REOMRED / BLOCK WALL REWIRED 6LC[N WALL REBUTTED - -'""— BLOCK R:ALL REQUIRED CXISONG L1A55 / / CONCRETE ANCHOR' � _ _ - ( . ;r-CXISNeG CLASS a 16" O.C. 1 EAT THIS GLASS - ) _ .�_ I 2" MLR, SING GUS$ k 2' MIN .-� T- - .I, MN. S.TIAARCN r _I• I'�1•_ N. SEFMAnW m QA4 (i2 I .. T I - - ) 0 EO 10 BAST (SEE SQ,EDUE MI SpF .,SEPARATION; i 1 YY`.A!£ DI SLLEI 1/I6 ,J BAY. 11 FOT flA'EQM9 TO WASS (S`E I IYJ{ ypMA1KI! n 2i 0.AX mA`8 16063-T6 CONT. aX SNEEF 19 %6t 5>CC[A£ QY S`@i I i0 GU55 (5E[ ON SHEET 19 F(5 ) ftACf50h ® IT FOR 9 DE 0A1O 1 SCFfARF h! FIt21 EII Al LATE. CLOSER .ON � 19 HY, 11 FOR GLACE OAw Clill P. SIDE I RlTE50h Q PLATE. (LOCATE 1/2" \ I/I" OF ) ! - AT EITHER SIDE MIN i j ` evDEs Ohm 1-� • mk 2 N. USE 1' OR 2. LOIN. 0 onjz"_s'.Ms,-i ___ ) / 1 ______ -1 a 16. O.C. -+ I/ AL APP., CLIP E wz11 B1o•-)- 0 16 OZ. I% _ _ ` PLUMNTLY CUP MIGLE f / (606T-79 ALLAT F90NEICNi TAPCONS ANCHORS 10 _ WALL AT P O.C. LOCATE AT SEE DETAIL x FORM ,{ ( ( l I OR & SEE DETAIL X PON SIDE CONNECTION (b OR & EITHER SIDE OF©) I OR & SNDE CONNECTION � OR ®P TO (RACKS w w 6 1 B a 10 •®w TO TRACKS i ®w©'OwOw�.©n SEE OETAIL % 1G0, Q ®-© •V-© ©- n 6 -) w 6 10 •®^ SIDE CONNECTION ^Ci'•©' O) wO-O'®^ TOP® -©'•lip©-©- TO TFLCKS 1 tl_ N CO C 10 AIL END CONNECTION DETAIL 02 END CONNECTION DETAIL(j) END CONNECTION DETAIL -POURED CONCRETE N-TEIT [WIN I2'b" E%4NNL GLASS CONCRETE STOCKvIALL EXISTING GLASS REQUIRED GU55 W{ Sz,P ncu ILO.1/2- s.45_ .•-__ ______ l0 GfA4 SOWL" ON (SEE a 16" O.C. SHEET MIT. 5{a;PAnr61 / 11 FOR 9MEQM➢ CONCRETE \ I/2. I..... SC E ( - ------- FOR OI SHEET 19 FW ANCHOR a� a fOR N3Cf 0qA • P ___ C ANCHOR �''AS Oh ® 1'e' O.0 .% • Cry 51pET 1s NCR ® OR I©ORON 1© O,C. _� i J —� La 1A2 MIN. f EC _ _ �OR®OROOR 2• LAN 2- MIN' • $EE UMI 1101!$ Ci USE FOR /I L r I LIJ OR �• 6LMF dON $MCfi 19 II�- OR Ij OR�OR�OR� VIEW i DR PLAN DETAIL c0•REErE BLOCK v:uL ®• \ w�-©•Qi nQwlO.©w ®® ®w©• IQ+eQ 10.®w X WN+ED �.®.©.® ©.®- (DP®-©'p p.©. END INSTALLATION `©•0)©-©•O•®- �'-©•0) •©-©•O•®- (� HV BLADE OR n HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL END CO N CTIO D IL 5(� Qe•®-®•®w®•®w®;®A r, N CTIO D L © O-®-®•®w®.® 1 1 FLORIDA BUILDIN0 CODE(Non High Velocity Hurricane Zone' 1GFI'• ✓ 020:7 TATUM, INc 02017 EASTERN METALSUPPLI', INC 8FBERTHA H TM IL�EC O f.� A 5 AA Ili■S.S.A. Accordion Shutter System *' ro : i •k ; rtv. aerc ry1 w/ OR w/o IEv. wlmv annE iILLIT TESTING h ENGINEERING COMPANY American Shutter Systems w, x o[icalpnox on[ ox.al m: Lc. �_''••.' lno OA _L�Ok dL [ssz n.. ]61n. x. a.. ]os. .m.-u1. maors. nwm vn AGGoetaflon, Ine. 1 OLD T5-CBS >/P/1 mm o]/z)/n s Pam.: RDs)m1-u:a , m. ; (ns)mT-us1 4268 14esboads Drive ] s/I)AI r m�ie osei�9-ro'� west Pelrn Beach, PL 33<0) s DRAY-RANC.TN._ \5'ALiLP A THIN Jr, P E P.E. SEAL/SIGNATURE/DATESHEET 6 0 OR 10 SCHEDULE N1 MAXIMUM SHUTTER SPAN 'L+' OR "L-' (ft.). FOR INSTALLATIONS W/ T r uIFFRMMR e,T_F-$, @ & ® Or (3� pr ' W/ ONE H.V. LOCK 5� ar 0 or or HD LOCK ® W/ NO LOCKING RODS� or CENTERMAT 280 29 W/ ONE t0'7" LOCK 30 W/TWO LOOKS NO BOTTOM VISEE RODS 35 T!(]O]iTP II 0�1 Mom[ c& COHCMLTi S . 4+5TALIATONS 6 MALL MOUNTING fLMR/CaG MCUMMG u IN 1..1..-IN L• nl E-IN 30 OR LES 16'-0' 16'-0" .I6'-0' I6'-0' 35 1.•-l0' Ii -10' IS'-2- IV_O_ 40 q'-10' 11 -10 .. , 1 0'_2- 45 U'-I' 1•'-1' IT-C I!-3- _ If'-5' _-_ 55 II'-S 11'-4' I1'- q• 65 to-10- 10'-I0' 70 10'-9' 10'-6' ___IS__ 10'-1' _Io'_I• IU•_q• 11'_1• 10'-g• _8O B$ 10'-5' _ 90 9'-]- 9'-J' 9-5 -1; 10' 1' 95 g'-0- W-9' V-2 9'-10 IUD 6'-9 8'_ 9'-0' 9'-7' 105 6_]' 110 115 6'-x' Y-S e'-a- e•_It' _ 120 6'-IP e'-x- 125 _—.130 ]'-IO- ' e'-0- 6'-5' 135 ]'-6' 6'-5' 6,- 7'-10' 1 8'-1- 1 Y-]' 5'-' 7'-5' )'-J' 150 50 1.-,. 1.-,. +-7' ]'-! 7'-0' 155 )'-0' 5'-5- )—r 160 --165 6'-11 5'-3' ]'-]' C-7- 8'-10' S'-1' i'-0'— 6'-q' 17D 175 6'-7' 4-9- 6'-9- fi -0' 180 6'-6' a'-E' 6'-8' 165 6'-5' 4'-6- 190 6'-a' 4'-S- 6'-6. 5'-6' _ 195 a'-3' 6'-5' _ 200 _5'-3' V-2' a' -I- _ 6'-4' 5'-3' 20$ 1 6'-1 1 4'-1 1 6'-T I 3•-I MAXIMUM SHUTTER SPANI OR "L-' (ft.) FOR W/ NO LOCKING RODS (SEE NOTES 1, it) CONCREE & VIGGO asn eCWr i II PIX LL rIOWrN:G le+q & H . -) fLMR/CflLINC 40UM�Na SCHEDULE 03 MA%IMUM SHUTTER SPAN* "L+" OR -L-" (ft.) INSTALLATIONS W M & QW/ ONE HV LOCKS OR 'W/ NO LOCKING ODS NAUD FOR MOUWRG© SHEET CONCRETE A.N nnuunONS PPP:,INc� aO AEAINc a PR OR I. PR -f YOUIN;. -,Bply/11 U N l-(n) 35 19'-2' I6'-10' a0 la'-x• I5•-2• Is _ IN 4- I4'-3'- 90 I2'-" IY-1. 55 11'-I" 11'-II' EO 10'-2 W.-I l' 65 9'-5 -I 70 8'-9 _ID' 9-A _ _ GFNO VIDEO WALLB.C.E. 7NN Y.., N. 0, P, 0, MOUNTINGR. S. & V, FLOOR/CEILN,.,,J MOUNTING i, U, W, & % k IA O MAXIMUM SHVI ER SPAN -L1 OR 'L-' EDR WSTALIATOS INTO WOOD SHLLL BE lPdIlEO TO 105 psi. &SAD. DESIGN PRESSURE ggiiNG. t HV CORNER CENTERMATE 6.3 MAY BE USED AT ALL MOUNTING INSTALUTIONS, LOMING SPECIFICATIONS SMALL BE AS INDICATED ON MANDATORY CONDIPM 12 NOTE is. SHEFT 5. tt EXCEPT THAT MAXIMUM SHUYIM SPAN l✓ OR %-' AND LAX0.JM AS.O, DL'ING PRESSURE RR11,11 FOR LVSTAiLAT016 IWO CONCRETE OR CONCRETE BLOCK SHA L BE UNITED AS FC41Ar4. I- CONNECTIONS TO KMT014E LIOU14TIlIG LIMITED TO +64,_72 0.3.1. AND 8'-0' SPAN, SEE MOUNTING(DON SHEET' ], SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" n HV BLADE O'Lal) HITE.. INC. IL ECOIr,a. TRLIT TESTING & ENGINEERING COMPANY I. Sr.. SIr. A51 I.P. VP OIr 1. ]] Ppene : (b])91-IS•A . Eu : (JOSMI]-I:JI ED-R rllDe"..edn WLILR A 1. 1 Jr. P,E. uPmA LN. 1Al67 A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroads Drive West Palm Beach, FL 33407 (1) La: MAXIMUM ALLVIVABLE SPAN Fat A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING, L-: MAX. ALLOWABLE SPAN FOR A OMEN NEGATIVE AS.D, DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR PULL MOUNTNGS (TOP/BGTTCM) OR FLOOR/CBUNGe GIVEN A POSITIVE ASD. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN L•' FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BEIIVEEN 'L✓ AND -L--T (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS V,y FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE AS.O. DESIGN FRESSURE MII.4G: DETERMINE, LI4- MAX. SPAT] FOR WALL MOUNTING INSTALLATIONS U+- LAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE Aio, DESIGN PRESSURE RATING: DETERMINE: LI-. MAX. SPAN FOR FVALL MOUND:IG INSTALUTIONS. ❑- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLO:ABLE SPAN ,S EWAL TO THE MINIMUM SETWEEN "L.".'U+.'LI-' AND iY (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXMU. ALLOWABLE SPAN AND NEGATI'IE A.S.O. DESIGN PRESSURE RATING 10 DETERMINE MAXMUM ANCHOR SPACING. EASTERN META SUPPLY. INC, tiV. MADE Al W/ OR W/o H.V. AWING No 17-107 I I e'-O' ® WXL HEADER IAWMWG ENm 00�pp ®Irim4.�. m0 E�E�D��00 ' OfaE L00 0 wl�.�e Spap INFIR sCm, NON��m�O®NNE ME NNE®®maul'"" 11 s11 vNN m HE® �9�®�nm�Im��ooE 6 .h..L•all00000Yau mN m O OOL�OmR O 1pn°p EM an �NOOON O R KE ONO �Ea�a�®oa5o�o�1E 601 a�ON�aEpmapEE�N�ppNpE101 ppONO N C ago NCO®v0®O��O IO JimMEN�GoeHong lam NONE ggS N W �Vtao000� �gAN �rPi� pN��EE NDE�E�mOEN�NE N000Nia �ono e� �aE���5 vat ®v®E®®l®popo i`oon`o�pnp®e OODNNf�OO��OOp e®ova�oo®o��o v®NNN�oo�n�n 900000�®boo 7NN0 N o o ®o � INN 'JOOssloomm pl els TAPCON OR T-ICON WITH AWANCED THREAOFORLe LECHNOLOGY hLL POINTS SOLID -SET ALUE T-P TAPPER+ • SEE ANCHOR SPECIFIC-TIONS ON SHEET 13 •SEE LWITAIIONS OF USE FOR BLADE '� OM SHEET IS a iNN NN moo N ONNOas•1m®NNNNNono�I-ooeoi-e NN ®NNN N ®o , . • Q BLADE o� NN moo NN mN al HV WINDOW 13LADE NNONO E,NE �NOEOOO���ENNO�O��E OO NppE O�a ®W/ Noo®000WORKING IN UNISON N�ON��mmloao�o��� 0000No�in oiPoil�NN N�N,fao�i�oNPoNONN �ool�mN�NN MANaNNIN 911 a0000�og�I��N�N®olNoo� �oom�,�ippNo wOE,O 00 0 O OOOE [670®O NO "`C , 0311I] ntIECO. IxC. I L E C O 114t. A..S..S.A. ATeTIeaD Shutt Sy51eTe Assttlallon, Inc. 426E Westmads 064 West Palm Beach. FL 3340] on ign VeloNty Hurricane Zone' bP 201] t0k4EHN MEM, SVPPLY, INC. BERTHA HVTT, Accordion Shutter System ILv. HIDE #1 W/ M W/O KV. V NDUN BILE * " t ° gyp•'' - �� xi � `sT ••, . I" '-`;/0NALESI�?t,,:"" P.E. SEAM/3Nt77Ai(1RE/DATE TILLIT TESTING & ENGINEERING COMPANY e]ss N.w..e:e. sc, A.. E. —A uec[.; aaep v:a Ppcne (!O e)9)I-6:D. fc.: (Dae)d]I-ISST -mca: uaceaac.ce.. nAITEVA. zl....... Pe. fL0eDA tk. (.a18) Ev, x oesaelrncx DATE 0. sr. LC. 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ANEMONE TO SUBSTRATE SHALL BE AS PgLOWS: (A) TO EXISTING POURED CONCRETE: (Ym. rc - 3 oB - 1/4'0 IAPCON OR TOWN MM AOVµCED RLBFADMI MCH1ROLWY ANCHORS. AS NINUFACMRED BY I.T.W. BNLOEX. (N:.. rc - J bl) ANCHORS SFAnN, LEGEND - 1/4b 0 3/4' ALL POINTS SOLID-sEF ANCHORS. AS DSTRGUTED BY ALL PoIM9 S ,A. BOLT & SPECKN M.VPAW. (Yin. I, _ 3 R;) TAPCON OR I/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP )5 NµUFAMURE0 BY FLORNA FASTENERS DIRECT. INC. ORN. ra - 2 Ss:) TAPCO]I \Nil1 p0'/M'CED - 1/4 0 U''PER+ µIE CHOR5 AS MANUFACTURED BY POWERS FASTENERS. INC., AND DISTRIEU0 BI ALL PONTS SCREW. BOLT h SPECIALTY G THROFORN TECHNOLOGY CONPMW OR MY 014ER APPROVED LICENSED OR pUMORIZEO VENDOR REGISTERED WITH ME MIERGAN 54URER THIEVE ASECCNTION, WC, - ALL POINTS SGULGET BLUC lAP W/ GP NOTES TS PER+ XI) MNINUN EMREOI.IENT ME POURED CONCRETE OF TMWl OR IAPCON YRIN ABVANCEO THREADFORM TECHNOLOGY µCHORE ANDTAPPER+ ANCHORS IS 1 3/4'. AND FOR BLUE TAP W/ CAN µCNORS IS 1 1/2'. A2) W,NNUN ENSEDMEM OF I/4'1 x 3/4' ALL POINTS SCUD -SET µCHORE S0.LLL BE )/6' WTO ME POURED CONCRETE. NO EMDEONFNi tars 0r VSE r00 lu'I[ 1)�s ven IS ENS STUCCO SLNL BE FOR WALLS 1/4.0-20 Is. NALHwE SCREW USED SHALL BE 1 1/t LONG MWINUM 910UW STUCCO flIIST. µD I' l.!WMU4 FOR 1IN15 WRH NO SIOCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR µT VENEER BE FOUND ON THE EXIS➢NO WALL OR FLOOR, ANCHORS SNU_ BC LONG ENOUGH TO REACH THE NNN STRUCTURE BEHIND S40 WAU. FINISHES. ANCHORAGE SMLLL BE AS INDICATED ON NOTES AI) & WE) ABOVE FOR INSTALLATIONS ON VRR_ SRWIG ON M WBI OR VnMON LOTH STUDS CONSULT THIS ENGINEER FOR INSTAuAMW INTO OF5 MOON METH SMOS SEE SHEET 20. (8) TO EXISTING CONCRETE BLOCK: (ASTM G-90) - 1/4'0 TAPCON OR TAPCON WTN ADVANCED MREpDFORM TECHNOLOGY ANCHORS, AS HANUFACNRED BY LTW. BUILOEX. - 1/4'0 A 3/4' ALL POINTS SOUO-9ET µCHONS. AS DISTRIBUTED BY ALL POINTS SCREW. BOLT A SPEaALTY CO"I'MY. - 1/4-0 BLUE TN CONCRETE µCHDRS W/ CAP AS ANNUFACIURED BY FLOWOW FASTENERS EXPECT. NO. - 1/4-0 EAPPER4 µC Oo AS MANUFACTURED BY POWERS FASTENERS. INC., AND (REMOVED BY ALL POINTS SCREW. BOLT & SPELTNIY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED NNWR REGISTERED W I ME µERICµ SMUYFER SYSTEMS ASSOCMBC , INC. NOTES: BIT NINwVM LNBEOMFNT INTO CONCRETE BLOCK OF TAPCO", BLUE TAP W/ CAP ANCHORS AND TOPPER, ANFY.ORS IS 11/4- AND LAGOON YRM ACWINCED TNPEA)FORM TECHNEXCEM µCHORE IS 1'. 0-2) ANI WESTLANT OF I/Ce A 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE ENORELY ENBEODED INM ME CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PEPMRIED. 1/4- 0-20 S5. MACHINE SCREW USED SHALL BE 1 I/2- LONG MINIMUM SHOULD STUCCO EXIST, ANDI' I.ONIMUM FOR WALLS WITH NO STUCCO. &3) IN CASE MAT PRECAST SUOW- PRECAST CONCRETE PµELS, PAVERS OR VENEER BE FOUR D ON ME EXISTING WALL OR Floss, ANCHORS SHALL BE LONG ENOUGH TO REACH THE WAR SMNCRIRE BENNO SAO WALL FINISHES. ANCHORAGE SWL. BE AS INDICATED ON NOTES BT) & 83) ARM, MR INSTALLATIONS ON NNYL SIDING OR OIs WIN OR WITHOUT NE)N STUDS CONSULT THIS ENGINEER FOR INSTALLATION IWO ENS WITH METH. STUDS SEE SHECL 20. (C) ANCHORS SHALL BE MSTAUED FOUOMNG ALL OF ME RECOMMENDATIONS µ0 SPECIFICATIONS OF ME ANCHOR'S IMNUGCIURER (0) SEE SCHEDULE BELOW FOR Moo ev,TµK IF III usvnm mewe eu.n...,...,� ...e .. 1 HV BLADE OR 1 HV GLAD HV WINDOW BLADE WORKING 1N UNISON cP CNyNRIjEDGE EANAWIN ANCHORlCCGIGc OSIA" I'No ILUIIUUA! µalOR SPA:NES ARE 'AID (CATS EDGE OSIsrc<ES wDICAIEO BUOn'. NR E. D. LESS MAN ME Ho"EO. REDUCE µNOR SPe4NG BY MULT ilW NW $PILtt, $MOWN "I sCNEWLE BY THE FOUR= 1%TO REDUCED SFACINfi LBINIRD USIY.O FACTOR SHA1 NET BE LESS MA, NIY.RIUN S>KNG INDICATED FOR EAC4 ANCHOR TYPE ACTUACTOR ME EDGE TMCON TAPCON WITH AOVPNCW THRFADFORII ILL POINT SOLID SET BLUE TAP W/ CAP TAPPER + DICTANCE _ TECHNOLOGY ul N, SBACINO E.O. .A. $PALING - ] M]L. SPALWG a ]' _ NIN SPACING - J 1/) MW. SPACING 3' ] 3/4" 4' PoDRED EONG]EE k CO .L01]SE -1- NVUREO CONLREIE h PWREO CONCREE WOFt BDX ION •BLOCK N. C0..31/$' NN ED•21/3' CONCRER BLOCR ux. EDs 1 CONCRETE BLOCK., un LD.•J' u N,@�E /l R• I,0 0.)9 I,a B.B♦ LD 2 0]1 0.51 13/4' 0.43 - c]on MILO, LIO Q� ICE ECO,L,G. TILLIT TESTING & ENGINEERING COMPANY .J , N... ".. M.. III. ]91 WmYA EUNGo. now, a, - rm9m: DD3)B)I-1WO.m.: (3M)911-1531 A1�A -mmu. ll:emeow.vr. I, US_GGG ]19 W-4T P 4, IILL11 ,r, P.E. IATt TLORIDA Ls. F •,16) A.S.S.A. American Shutter Systems Association, Inc. 4268 8'eslroods Drive West 001m BBGCh, FL 33407 201E EASTERN METAL SUPPLY, INC. Accordion Shutter HV. HA1X #1 W/ OR W/O H,V. NINE AVANG No 17-107 JI. E0' al :]11 FIGURED CONCRETE POURED CONLREW CONCRETE BLOCK 1 wµ)t WEN k 1 iRENG1 QRAINGUMD MOUNTING Y1>nw__NQUUP QWALLMOOR MOLMD, ©WALL/WALN pVaR MOUNTING SBAV.��.�..��� (R) MGIM M1'639Mfi MMB (B9 SD..—. iN !a M'S¢R[ MR& W .......... 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WTI ADVANCE, THRIALF)FORM TECHNOLOGY W� TN 112' MIR, PENETRATION 0 RENEW eREA TO ,,GBN; Iwo NEMERM (SEEODNEIRLd 0.1 sNtER 15) UJ 9HY WALL HEADER INSTALLATION ExISTIUIG GLASS—, III. SEPARATION TO 1: 1 ,�'orr 'MI. :S,E SCHEDULE Oil SHFE�� T" if 04� I ri TAPCON OR TAPCON WIN ADVANCED TttRIDUDFCRN TECHNOLOGY /2. Mi,,. PENETRATION OF I-READED AREA 11 E111111 WOOD INDUCER. (SEE SCIIZOLLE ON SNEER E) I OIL 114-e-20I3/4- S.S. MAI>11NE E TO SQN9 11 Fa I ro IV O.C. ON s E0 EMSPIC I 61.00 GrAss­I I @1.R (05 WAIJ.- �LMLOAAIUI UN`C-- BE WCON Iffil ADVANCED —<D -TIlREADF SrIE0 IS) ISEPOCRIB , HEADER ON 2'14' CCITT BILL. RIM REO.B. (�)HY WALL SILL INSTALLATION ATION MIN 55A RATF. TO CUSS (SEE SENEWL,E ON SMIET EMB." c,AS,__ 1 .CN..r SCIIII, USIN. RI 2-14- CDNFT.� �15 — � - 1�1 q .� - .1. '1 WOULD PLATE REO-0. 0 _E -Co T I- LB, Mv, `I l7 gw 114'C TOPCOM OR TAPCON WIN, ADVANCED TN`CoN OR TAPCOM VRNN AJTInWCEO .5 MBEADF.R. 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Accordion Shutter System . 9MADE-ADE #1 W/ OR W/b KU. wNDow z RVTILLIT TESTING & ENGINEERING COMPANY American Shutter System, Clel 0 1 A ale.Association, Inc. B—ol Lo 4268 M.estood. DnV, 0* OLD IS -085 7/2 1 IN' 07/27/17 21. I,.- 2�1 Up ofmk ..16tp I-. W-0 P.1,Y, SBC,.h. rL 33407 DRAINING No WA1TE1kLRrLR111E, 21V FORM Lie -C. A�Xkt 144167 TTLNG COG SIR• REOURED EMSMIC Mir' . SEPANBIGN To Gr_AS C,,Ss_�_(SEE SCNODULLE ON SHEET I EARRIG� --(SEE LAN. SEPARATION TO GLASS - SCHEDULE ON sNEEir ')- '155 -l-20,314- S.S. rULE SCREin , 4.-20 NUTS 0 1 'T 21 OR ■ 0 ,WALL rv+ISH a U a IN rK ]SURL RATING SEE SELEET 19 FOR MA 1/1'. FMCCUR GR SPAN & DESIGN LOAD FOR INSTAL TION WITH tSADE 1 & p WORKING IN UNISON V - y TAPCDN VIIiH ADVgNCEO ♦.8 (efn) EAtSFIHG--•�;-.--_� ,U. EO-�= 2' NN TMgUDIORN TIOMOLOGY WOOD OW REQUIRED. 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TENETRAION OF hIFEiD-W -2 YI'4'-- PENUMDON OF IHRDRJED —Jl E%IS SO 'FOOD ON "E FIFA 10 EoSUTC VTOD IF R. (SCE SMEDUt£ Ox SrvFET IS) KU to E-OFF-G 1=3 HEADER. (SEE (SET SCHECi2E 011 SxEn IS) SCHEDULE ON SHEET 15) V) yi of uSE roa �� rXI HV WALK -OVER INSTAI I TION V. HV WALL SILL INSTALLATION EJLR s't29a;? .WINO FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; \\\T �': �1G EN•' 'l9 = 02017 R JECO. INC. L62OIJ EASTERN METAL SUPPLY. INC. sF`' BERTHA HVTM :' ; •r—�'; 1TrEc A.S.S.A. Accordion Shutter System N.v. IA-ADE #1 w/ OR w/o Iv. WHOw DACE gyp'•, f(!(fIS% ! * TILLIT TESTING & ENGINEERING COMPANY ATsflccn ShutiBr Systems EY. x BEscRIrPCH DAN Dwwx m: Lc. AN '•:•Of Q it oss vx. Jnln SL. sL. Sax Vr. ". %woes FIpeA v1% Association, Inc. 1 OLD 150e5 /21/I UIC: OJ/2/17 �!RI9h ILILR N- : (JGo)B)T-'SM - r.. ; posml-Iv1 4268 V2estrood. Dri,B z SIR NAL EN �� HKII Par...'- West Palm OeDCh. FL 33407 DRAWING No I_ O G '• .1110 a,.RS 4 RLUT 11 F.F. 1 7-1 07 P.E. SEAL/SIGNATURE/DATE RDR:BA", j'.Nr, s SHEET F 17 Oi 20 ...p.,p..?/. y.ea. (i. END CONNECTION DETAIL :'� CMv:' 4�51— DI OR END INSTALLATIONS HV BLADE OR (IAA WINDOW BLADE INTO 2"x4 MIN WOOD STUDS END CONNE_ ET ON QETA11, j,. — � y ,Z ms- a ac. FND CONNECTION DETAIL C: aF FLa FS F PLAN :. :- CAln rL$co. NC, YSF IL rECOtN.. TILLIT TESTING h ENGINEERING COMPANY 6115 x.Y. ]4A y3, Rtl[ia ]] )P� 5)xFI..: Pnwa: po e)tl"4a3a. ra.: pOs)9),-lam F'litecaOee'.<am EN .' rrFtree n nLm ]•. P.c. Nail l4r /ne;c nex:]♦ uc.) anm rev e i..+y v�N1isrc.e-r io k END CONNECTION DETAJ ;{p • .ta<ao mar roF ssut cw.r.F xa, y � SEE L,FILIATOkS 0! ViE EOi DUDE Gq Ory SHEET ,9 A.S ACE ,S.A. American S Systems HV. BADE tv, x Oi Association, Inc. 4268 r West Palm Beach, FL }}:p) , me a ltt .V[,µ SUPPLY. WC. RTH HHV,M :)n Shutter System OR WI0 HV. V NNW MADE mn owwx er: Lc DRANG-70 %r N3aQ ppd d$qS a£� C� I o _., . H -J ISEE PLAN rCN RUBURFMENTS) nv T.F & BOTTOM w iw :Gr� �� ...__ UN@ATEO MOIII Fx mrvc [.,Ass ELEVATION vL SNA.., TO GLASS_ mxnnE ar S,LaT 11 ra arEE rs TYP. _ _ _ _ -_� A6 'ErTI.I P. S,'TRICLL CENTERNATEY U. w/O 'VI (SFE aGTE A AbOVF) PLAN 1. MI%. AS.D. DESIGN PRESSURE RRWG: ♦110. - 110 o.FI. ]. WJ1. SHUT ER SAUL A.- 3. ALLOYIED MOUNTINGS: & D. G & H ON SHEETS 6, x: 4 AELL AS QQ}M�xJ�DUNTMGs M, 0, T, U & W� BO,N WOOS 16 & 17, IA OMW RC IN A CLUDED ONLY AT GEATIO ORRAACCEGS 510EE.1 VPo NG 5. (A) HJ WHODA BLADE IQ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENNIS (]•m HONEST POfl v PER 3UOC Ai W.[C NCS SNOM'N ON SHEET A, (8) HIN. C,E CE rRO-M- TOP OR OOROM EDGE OF NV MrvDOV.' pUOE t{!A OF ANY 3'm HOLE 'OR NJ $w. RE @•. (C) rAM OR LICE BWE COMING OUT ROM STANERS AT ENDS MAY BE NV .1WW DUOC `IH (0) IN WHODW BLADE OLNST BE USED ALIEAnAT: TO A Sc,,IN P,W, lO IHRGWMONT SHUTTER'S MOTH. (E) CE,II AMATES SHALL ALWAYS DEINSTALLED ADJACENT TO A SOLID NV RU[Evl i OMER SNIE OF 1HEM. V) P0.YC"'Ol"TE MI. IYINWw 9i SHALL BE INSIALIFO M I1j9j iPI1S FACE THE iMEfl4IR Dr THE OPENING AING PROTECTED. M/ MNOO'N A MUST BE O lY AN DL1ID AND LOCNEO N@ G A TN SETTING IWL PRpNOGO RY ASS\ ME. & BE ANCHOR S>AONG WHEOUIE 'ON MSuUANA)N5 -10 W [DAME BNWNGS ON SHEET 15. AS LIMITED BY SPAN AND BEWIN LOAD (SEE NOTE 1 6 x "NOVA). x. SEE ANCHOR SPAGNG SCNEVARE FOR MSTA TKINS INTO POURED CONCRETE OR GORE CIE &.A WALL 0,IN SNEEfS 1] & 1] AS UNTIED BY $PAN ANO OESIGN LOAD (SEE NOIES I h x ABOVE). 8. M%MUM SEPARATION TO GLASS SCHEDULE. PER AST. E-IGE6: MNC EONC MMNIUM $EPAFATOrI IO GU55 1 DIRV ] 1' e.xs• 2 _ )T' %T" A * _ •'• A .. Qi.'•.'9[ mm�A : �4';' .2011 TLIFCG. INC. ILL E O TH11T TESTING & ENGINEERING COMPANY oa •-IC •MVH?.e>n iR YLLII,4 XAUER A. iRUI .e. 1=4 N, 1 1116X A S S A American Shutter $YStBR15 Association, In t P.1 We Be.... Drive West PDLn ech, FL 33307 m]OI) EASTERN METAL SUPPLY. INC. BERTHA ter S Accordion Shutter System LLV. BLADE #1 W/ CR W/0 KV. AINV! RAGE Ly, H m[scnlmon BAY[ 0. aY. LC 1 mD 1s-0es x /v/1 r <Art: oT/zT/n y SS["•••••"'�G MALE P.E. SEAL/SIGNATURE/DATE T DRAWING N. p -r � ] 1r s SNE�ET w. 'µ_GI VIDE ^aal5" IH:CK 3 _vMlEs _ 8W GDE +0 m. un. 6-10 WLv. WEL 2" 40� WT# $rUIYi a 16" O.C. - q1 3 i D. 35"TH KMI°.I V. $FELL IPSpK Clv\N6' D KEL l D .f.. ' O a' O.0 -653 GPAUE ID MC 6-1. F / LED rASIENED \D SrYM /E.I ! rtK SC aY5 Gx I /E.ISING r.1SH 6 Cx2FPM fKE 'AS /•FPMCA9'.E EXISTING CLASS—' LT.. S(PfMT*H D CLASS (SEE SCHEDUE) 6 O * N N FOR BERTHA 1 HV BLADE ACCORDION C M R SYSTEM INSTALLATION TO MEIAL STUD INAI I S I. MAX, A.S.D. DESIGN PRESSURE RATING: ♦75, - 75 (PST) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4, ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A SYMMETRICAL LAYOUT. USE O (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. FOE OC I`OE O,, Tr WILL ni 0 I/2' \ 38 #* BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WITH BLADE IQ UI1H>m// - I2 s'. I I/z o.w5' THICK S .:y;vAILES!. 1 436 Min. ASrU A-J." G DE +D '-IF- J' O fi O.C. .nu m� 'E`1o.a ul;n. MS WALL HEADER/SILL INSTALLeTION LEXISaoG CUSS 43a 436 43c SYMM TRL YCAL ... SYMMETRYC'A CENTERMATES WLCENTERMATES W/ .. _ EXTERIOR AFCFCC CIRF - MATES 21 ;2.00a'Na.._ n oa 1/4"e NOMINAL ALUMINUM SLEEVE, 6063-TS ALLOY SEPARATION TO QLASS SCHEnnl E _ Saco•__ WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS I THRU 3 1' 4 4- -I 4h LENGTH r Y 43 1/4-0-20X3" BOLT MUST PENETRATE a3c 1" �1 373-1 .25D'� r i�I �L �1n n>— 1/4e-20 THREADS 43c 1 /4"A ELCO CONSTRUCTION PRODUCTS FAB-LOK HD COMPONENTS _ExSt 't TOP FYI: ss /5 9GFLIf1gLE OvP. Ta& DTrm.O Sc4.E: ]/e"o I- ]Jf. 6 1/4 0035 THICK Me: •CULT G.V.Y 1eAfK CKpIItIEL. " C,. iASrF/ A-65) STEH T I'n G 60 O/ i0 $ J uN. SEiARAIION VMIF:S (2)]EO 1/2' TEO W/ (2) /6vI J2 iEK 5 FEW$ Ory 0 LNURKIR TO CL SS 2' & Ma,I. f CE (SFE S<HEDDtE) `QJ a ® ) 2 - ] IJr• rtro.)^ 1 =-6 I/2' (1YDJ _�- (Cont.) VA ----r. _\ty u\ v I Ll �%` A'\ZJ / LV I (e'es .) ! .` 24 '�1 _.y.. .._6 I/)• ly.%, SLACK rt. —...� ._._......_ VBI ,LAD11. E SLACK DETAIL HVF VC FLORIDA BUILDING k T14('- O2ms Homo. wC. ,11 ..... /T = A`THA TESTING & ENGINEERING COMPANY American Shutter S stem,Y z1.sw:05, xeaxu aw09s, Tionm u15 A„ociation, Inc (305WI-153D, re.: (3C5)e)I-1ss1 4268 Westroods Orive.-:ncI: VIFanPoa.cwn West Palm Beach, FL 33407 H.C. uT1 +ns7 LDr.AtZD AT Q NvHEADER/SILL M1Ds VIEW Y SIDE CONNECTION TO TRACK CODE(Non High Velocity Hurr7Cane Zone; uE1RL sJPPLr. Inc.P HVT1.1I��a7'�S�A� AShutter System NV. BW/O H.V. WNDOW BEACETILLIT IU. N. M.P&PRY.N I.E 0.yM.1 D+: LC.Jms I 1/27/t Mtt: 07/27/17: JDRAlY1NG No� �— � D7A1URE%DATE SHEET 20 OF 20