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HomeMy WebLinkAboutPLANSSCANNED BY St. Lucie County RECE GENERAL NOTES: 1• REM RI BIIIDTNGKCODE 7E115V. 0ACCORDION SHUTTER SYSTEM N SHUTTER SYSTEM SHOWN OSHILL NOT BE INSTALLED ATN THIS PRODUCT EVALUATIONtRGH VELOCITY (P.HUCANE VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA DESIGN WINED LOADS SHALL BE DETERMNED AS PER SECTKN 1620 OF THE ABOVE MFNTONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL RE INSTALLED WTH A DIRECTIONALITY FACTOR Kd--O&% USING ASCE 7-10 AND SHALL NOT ETC® THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE COMMON. ULTNATE DESIGN WIND LOADS,DETERMI IED PER ASCE 7-10 SHALL BE FIST REDUCED TO A.S.D. DESIGN NAND LOADS BY MULTIPLYING THETA BY 0.6 IN ORDERM COMPARE THESE W/ MAX (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 TRW 15. 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED., AS TESTED, WERE NOT OVER STRESSED, A 33 S INCREASE INALLOWABLE STRESS FOR WAND LOADS WAS RM USED IN THEIR. ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V. ACCORDION SHUTTER SYSTEWS ADEQUACY FOR WIND AND LARGE MJSSRE IMPACT LOAD HAS DEEM VERIFIED IN ACCORDANCE WITH SECTION IBO9.12 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: -HV BLADEd #0214.01-03. 10715.01-03. 11004.01-05. #1214.01-05. B0317.02-06, FDW9.01-10 AND #0210.01-11 AS PER TAS-201. TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1866 AND E-1996 STANDARDS (MISSILE LEVEL D. WIND ZONES 1. 2 & 3) & #1220.01-10 AS PER TAS 201. 203 & 203 PROTOCOLS LARGE MISSILE -hV WINDOW BLADE ® 10505.01-08 AS PER ASM E 1886 AND E-1996 (MISSILE LEVEL. D. WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND # 0725.01--99 AS PER TAS 202 PROTOCOL 2. MY BLADE (D AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONVECTION TO TRACKS SHALL BE #14a2.7S- AND #14x1.75- RESPECTIVELY, 410-4T MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 Lai YIELD STRENGTH AND 180 be, TENSILE SDRENGIN. PINS SHALT. BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS WINUFACNRED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTA75 ASSOCIATION. PINS MUST SEW THE LN MARKING ON THOR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6083-T6 ALLOY IS 30.0 k9 AND 35.7 ILA FOR 6005-T5 ALLOY- 5- ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ALSI SERIES OR CORROSION RESMW COATED CARBON STM AS PER DIN 50018 WAIL 50 Isi NUL YIELD STRFNGM AND 90 Tsi MIN. TENSILE STRENGTH. AND SHALL COMPLY W/ FLORIN BUILDING CODE SECTION 2411.33.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 W MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE Q) : 12,13.14.15 AND 20 HV BLADE QT & ® WORKING IN UNISON- 12, 13 & 15 -B. THIS BEER" N.V. ACCORDION SHUTTER SYSTEM DEARS A US. PATENT OW779,582 COMPONENTS OF THIS APPROVAL ARE COVERED. N WHOLE OR N PART BY U.S. PATENNT 15-458,179 ISSUED TO EASTERN METAL SUPPLY. INC. 9. T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SINTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN. THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT. OR OTHERS. MUST PROPERLY CLOSE ALL HV AND HD CENTERWOES AND ENGAGE OR LOCK ALL HV AND HD LOCKS 11_ SHUrfEt MANUFAC UI REWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 171OZ-3 OF FLORM BUILDING CODE ONE LABEL SWILL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710A2 OF THE FLORIDA BUILDING CODE 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SWILL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUTTING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PEHMTT IS APPLIED TO. 13. (0) THIS P.E.D. PREPARED BY TIRLS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PLED. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.ED., PROVIDED HE/SINE DOES NOT DEWWTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTPACtORS RESPONSIBILITY- (C) THIS P.E.D. WILL BE CONSIDERED INVAIJO IF ALTERED BY ANY MANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT APED WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PS-O. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE REM. ENGINEER S1W1 SUBIAT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e) ORIGINAL RED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. �., �T1- TILLIT TESTING ' c p�,• & ENGINEERING COMPANY F SL, St. 3 . vmwm wmem nomm M Phase : (305)871-153p _Fax : (305)871-1531 YD/�l/ ES-0006719 WALTER A AMITY Jr. P.E.P.E. f/ SEALAS�i�}MRE/DATE FLOE u uc. # s416/ TABLE OF CONTENTS GENERAL NUTES SHEET 1 SYSTEM COMPONENTS 1-2D SHEEr 2 SYSTEM COMPONENTS 21-37 SHEEF 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA- 2• ' FIV R W n AND HV WINDOW BLADEhAl HERE APPLICABLE) EYWCAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOQR SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENMM%TE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CDMJEC1ON NAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXNUM .SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHIM 13 ANCHOR SCHEDULE- CONCREEE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEEP 15 INSTALIAMON DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X. WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4• HV WINDOW BLADE In ONLY INSTALLATION DETAILS, METAL SND WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA I Ili 119: A.S.S.A. American Shutter Systems Association, Inc. 4268 Wes"ads Drive West Polm Beach, FL 33407 COIN (Non High Velocity Hurricane Zonl ® 2om EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System KV. BLADE #1 W/ CR W/0 FLV. IMMIX IX MADE 7 OLD 11-192 4/13/15 DAME 4/13/15 2 DRAWING No 15-=085 1'9 FL UNDER US PATENT # ON SHEET 19 (�014V ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE 6063-TG ALLOY AND TEMPER 91 BY CEILING HEADER Q IFIED FOR USE W/ HV BLADE(I)ONLY SEE SECTIONS FOR VALIDITY-- 6663-T6 ALLOY AND TEMPER 9® SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE pt 5063-76 ALLOY AND TEMPER s7o. c 0 454' o pay '%5' 4,999' 3 HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE iO 6005-T5 ALLOY AND TEMPER 3.226' 1.500' .085' 4 897' (7)HV ADJ. ADAPTER W1LIP QUALIFIED FOR USE' W/ 14V BLADE Q 6063-T6 ALLAY AND TEMPER HV HEAD/ER/SILL (7� QUALIFIED06T6 SAL OY AND Bj'EL MPEK" ONLY ALUMINUM ANGLES QUALIFIED FOk USE W/ HV BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER P.E. N. ITI IT no Mox. ® HV DIRECT MOUNT QUALIFIED FOR USE W/ HV BLADE 01 6063-TG ALLOY RNND TEMPER ®HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER COMPONENT A 9 T1 T2 0 2' 5' MAX. 1/8' 1/8' t8 2' 5' MAX 0.19r 0.192' 19 2.5' 7' MAX 0.190' 0.190' ® 2' S. MAX 0.139' OA31' i TILLIT TESTING & ENGINEERING COMPANY 6353 N.R. 301h. SL. Sic. 303. VRG M GR0)ErrS FLW -VA 33 Phw : (305)71-1530 . F= : (305)871-1531 a-mol: Wb=o6aol..eom E6-0006719 _ WALTER A TRLR Jr. PM FLORIDA Lie. 8 44197 *HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE (D ONLY. 6063-T6 ALLOY ANO TEMPER 14 HD WALL HEADERIMLL QUALIFIED FOR USE W/ HV BLADE 0 ONLY. 6063-T6 ALLOY AND TEMPER 11 Mt.125' .0t X CORNER POSTS `QUALIFIED FOR USE W/ HV BLADE E) 6063-T6 ALLOY AND TEMPER FLONA Bl A.S.S.A. American Shutter Systems Association, Ina. 4265 Westroads Drive West Palm Beach, FL 33zI07 TEMPER CODE j HV RAINGUARD QUALIFIED FOR UA�SSE=W/ BLADE(11 , 6063-T6 ALLOY 13-1 1 Hurricane 2015 EASTERN METAL SUPPLY, INC. Accordion Shutter System ITV. BLADE #1 W/ CR W/0 M. WNIXI l 0-ME 1 OLD 11-192 4/13/15 DALE: 4/13115 a DRAWING No 15-085 a 0 FOR USE W/ HV BLD& 8 6063-T6 ALLQY�� ,gym- J� PLAN FIRM EL£VATWN LOCKER FOR 07" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1OONLY 6063-T6 ALLOY AND TEMPER ® HD E W1 No LOCKING ROD QUAUFlED FOR USE W/ HV BLADE(1)& UA 6063-T6 ALLOY AND TEMPER _ LOCKING ROD QUAUFlEO FOR USE Wf EIV BLAV 'I' 6063--T6 ALLOY AND Q 5 1 - , REQUIRE A 7/16' HOLE fLIFD AT TRACKS FOR PROPER EMBEDMENT ® HV MALE "T" LOCK CENTERMATE QUALIF 606FOR USE W/ANO TEMPER LADE I ONLY 6063-T6 ALLOY AND TEMPER M �Hy CORNER CENT" FIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER ONLY ® HV FEMALE "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY 6063 T6 ALLOY AND TEMPS 3.161 D CE T 'S SEU QUALIFIED FOR USE Wf_HV BLADE 1 & 0 6063-T6 ALLOY ❑ TEMPER tL-1/-2y' JL T-1 a o HV _j /f 0-20 AISI 30 FRIES S S THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE O �ZENSF - ILECO7nc1 f� t TIU IT TESTING & ENGINEERING COMPANY A s%s etW. 36t6. St.. se. 305. V6Rauv. G/JtDEeG. HDR64. S `-{-yam-ti" `` \ �A Phone : (M5)871-1530 . Fax; (305)871-1531 e-m Gih Wtew0w].wm �..........• 4 00719r. 1S11 I10, NATTER A. TILLIT P.E . - ..._.. FLWROA Tic ! 44167 _- � ■'CAI' �tr�, � 4 =Zi _ ri - p- SCREWt6.PLASTIC HEAD 18' MOLDEDTO 2 AFFE1R RIVETING .825"BEFORE RNIEn RG - 1/1C —20 x 3/4" 114 "0-20 RIVNUT* " S.S. THUMBSCREM/ *SMES 9144 ARMNIM (2=4-T3 AU-0`0 LAME FL MGE 7MN 6�. SHMT NIIISfRL PART f DUO, AS MMUFAMFM BY AVDEL CHEARY 1EXTUM PAFaIPPIDIX, NEW JERSEY 070r4 OR EQUAL ® HV "T" LOCK HV ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED F R USEONLW/ ETV W/HV BLADE ID ONLY. BLADE 1 \l I• 1• LttI, Ti .545' N 0 m 6a 0.875 Min. 1 -125 Max ® HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE fO & FLORIDA BUILDING GODE(Mon High Velocity Hurricane A.S.S,A. American ShuHer Systems Association, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 EASTERN METAL SUPPLY. INC- Accordion Shutter System Ky. &M E #1 W/ Qt W/O HV. WADI BfiM tAWNG No 15-085 SHUTTER ASSEMBLY SCHEDULE FOR HV•_HV �Al Q HV BLADE 1 - ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® W WHEEL CARRIAGE AISI 302--303 SERIES 0.870-x3/16' THICK NYLON WHEEL 0-188"0 AISI 302 SERIES S.S. RNETS ® W 1 3/4" ACCORDION PIN W/ #8 HEAD ® HV 2 3/4" ACCORDION PIN WJ 18 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV PIN 1p SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ W 1D OR HV ® BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HV Q BLADE WHEN CORRESPONDING TO INSTALLATION "I7 ", SHEET 7. (3) HV PIN ® OR @ W/ 1/2" O.D. 1/16" THICK S-S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET 9 BLADES' IMME (TTP) 2 7/Br MR CLEM SEPARMTION BETWEEN BLADE OPENBIOS. FOR AT ©OR ® i j I EXTERIOR l HV PIN ® OR (r AT EXT OR BLADE'S KNUCKLE. (Sa NOTE ? FOR REOWREMENTS) Ili �I SLY LAYOUT ILI _ 122" 111K..5, _� / \\ITr — .1875'� DR I HV WINDOW BUWE .0625' J1625 ,0825' CFCM1JN Y-Y Rss HV t 5 ON c TYPICAL HV WINDOW BLADE 1414;AND POLYCARBONATE HV WINDOW DETAIL �c POLYCARBONATE IMPACT RESISTANT HV WINDOW SAYER MAKROLON 3103 POLYCARSONATE 12' laa1. RESINS, W—STABILIZED GRADE OR SABIC To BLADE INNOVATIVE PLASTIC LEXAN 103 RESIN I (SEE NOTE "F` ON SHEET 19). POLYCARBONATE SOURCES FOR TYPHW_ PROPEMES APP LUAKE Suj¢ RF]lAT M®lt/mac w,m 1',!ffiCAI: 'SFECYTC Gkgw AS111 D792 09(3 Dr/m M043 5tr �ffa�At: TOWLE TOLD SREIIGRI ASEL1 0S33 SIM Ps- 9S00 PsLi FL02WAL STREXGDi AT TED ASTM IM $Z= Pal. 134M P+L PI£Yua- WOWS AMU D79p Swim Ps . 315," psi. "Mom ROD AS1M DZ% 18 Fi-Ib%m 17 RT th SMW(E oa> ASM DT SIT S 6S5 S wx RIDE OF eumiG ASIM.06S C-i CLAM C-1 CLASS SELF 16rIRf0.•1 AS,M-D1929 ID,O T SOO F ,6T11 CIS IDt58E SR9,610 A711R ,Mi3FiDLNG 7t5IY 638 5302 P_ti. ew Psi lEXSBE SD'E.4 9&VtE VF AIIQ:TIPG ASN FSS S Pa S P L =_ liMicM - ASSA r• American Shutter Systems 7: 1r- = p : A7E nLur TtsnNc & ENGINEERING COMPANY 6355 366t St- Assodatton, Inc. Or No. Sin 3D5. WLGMA G MEM RMWA 331 (�5)87� uwo a >�1-'' 4268 Westroods Drive West Palm Beach, FL 33407 `� �''Z.s/ANAL WALTM Aonoae�l'Jr. P.E. ENG; P.E. �` 8tRE/DATE t�IIJ FLORma u� 8 u1e� — -- locitV ifurricane METAL SUPPLY, INC. Accordion Shutter System KV, BADE #1 W/ OR W10 KV. >I1MW BI.AW i OLD 11-192 4/13/t5 DATE: 4/13/19 2 DRAWING No i 15-085 3 r SE Cc DE Si 1E HE .S. �W& JER DATE ®+®aq O+U5 1@ oa©`® * NOTES ON HN LOCKS AND CENTERMATES: 1. LANIXWRV C@D=N /L• ONE HV LOCK ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP -TO 105; AND FOR INST TKINS T ANY ELEVATION. HV LOCK Qq or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO1U OR Pg CEWU MTES W/(2) 1/4-0-20 x 1/2' LONG FLAT HEAD S.S M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUN'ER ELEVATION. 2 -IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR U MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CGNIERMATES OR ® SHAU_ BE AS INDICATED ON NOTE (1) ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. 0Z� OSFD W/iWD iiY LOCKS): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCELOCKING RODS a CONDITION III OR OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4, NANJDAMRY CWDIRON 0-• ONE HV LOCK ® 0 ® SF#N1 BE USED AT CORNER CENTERRWES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHE� 70 ®CORNER CENTf]RAIATE W/(2) 'I/40-20 x 1/27 LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 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 SCHOULES SHOWN ON SHEET 1.2 5. EW • ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN, AND BAST T10NS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHMENT OF 1/4'0-200/4' S.S. THUMBSCREW M ® OR ® CIENTE3WTES SHWA BE MADE W/ 1/4'A-20x3/4' ALUM. wKLrr AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF $Hun -ER SPAN. 6. M,unYUM COMMON Q3 FOR KEYSTONE MOUNTING INWAIIAMONS,• ONE HV LOCK @ or ®or ® $WALL 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 Or. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or ® or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ® or ® SYMMETRICAL CENTERMATES W/ (2) 1/4-20 x 1/2' LONG FIAT HEAD SS. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOMHO RODS ® W/ OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES• 1. - ONE ALTERNATE W 'ILOCK MAY BE iN57A11 Fn fN UEU OF HV LOCKS ® OR Q4 FOR ANY SPAN AND U�SfA.LLATION AT. ANY OLEVATION. AL TE LOCK BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHMENT OF LOCK ® INCLUDES USING REINFORCING LOCKER �Y AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CWMEMATES ® AND ® W/ 1/4 0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/B'4 x 3/32' VANGNUT OR W/ 1/470-200' S.S.M.S. INTO A 1/4'0x 5/8" RIVNUT_ LOCK MAY 13E INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTTOM is MANDATORY. *NOTES O ME/ D LOCKS& CENTFRfdATES: 1. ND IDGIf ND CflIIElmumw OR Qj W/ 3A : ONE ALTERNATE HD LOCK Q MAYBE USED IN LIEU OF HV LOCKS V3 OR FOR ANY SPAN AND MML AM014S AT ANY ELEVATION. ALERNATE HD LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF NO LOCK ® TO ® IS W/ 3 j8 x 3/8' F.H. SS.MS., AND INCWBfS REINFORCEMENT INSERT (P AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MMMUM BELOW OR ABOVE WDSPAN. USE OF LOCKING RODS ® IS COMPLETELY OPn NAL IL ECO�N�. '0 = STATE OF - TILLIT TESTING 8 ENGINEERING COMPANY �' ` 6SSS rLw. 36ft SL. Ste. 39% VIRGBiIA Gt103Lx3. FWfMA D3 Phone : (305)871-1530 . Fmz : (305)871-1531 .;.C�., Dfllr U •�� �� rmmt t3ecoCoamm ss'IONALENG•```� WULTH3t A TE-IT Jr. PE r CM%TNHHA166fiSOr /nAT FWRID+1 I+a # 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 2015 EASTERN METAL SUPPLY, INC. Accordion Shutter System FLY. BADE $1 W/ OR W%D KV WINDOW BLADE 1I OLD 11-192 4/13/15 EWE 4/13/15 a DRAWING No 15--085 3 ®O —CONCRETE ANCHORS -(SEE SCHEDULE ON SHEET 13) @@MwzSTwzE (SM MOaMGQC+ Sf� 7) 1' 1/4 0-2Ox3/4' S.S. MACHINE SCREWS USING 1/4'-20 NUTS ® 15' OO..C. t� MIN. SEPARATION TO GLASS EE SCHEDULE ON SHEET 1 © HV WALL HEADER INSTALLATION + KEYSTONE EXISTING UN. SEPARATION TO CLASS EE SCHEDULE ON SHEET 1 OPTIONAL N Max_ xn CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) win EASTING aMIN. SEPARATION TO GLASS W/ 1/4'-20 NUTS ® 12' O.C. s O�5 250• 11 FMax_ © HV WALL HEADER INSTALLATION UK SEPARATION TO GLASS EE SCHEDULE ON SHEET t' g!-nTi•`� t' 1/4'0-20x3/4' S.S. Mom' --- PFBWPS 7RU55 HEAD 1/4'0-20x3/4' S.S. PHIWPS MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS IXJCf�TE ANCHORS - ) 18 1' 1/4'-20 NUTS ®12' O.G POURED CONCRETE PEE 13�LE ON W/ 1/4'-20 17U15 ®12' O.C. (SEE SCHEDULE ON SHEET 13) Afro. POURED CONCRETE OR CONCRETE BLACK OR CONCRETE BLOCK ANCHORS REQUIRED W � � HV WALL SILL INSTALLATION (SEESGHM OF HV WALL SILL INSTALLATION POUTED CONCRETMS14M 14) OR CONCRETE BLOCK WALL REQUIRED O HV WAIL SILL INSTALLATION NOTE FOR COMENATION OF SECTIONS. INSTALLATION DETAILS W/ i- SEE SHEET 4 FOR .TYPICAL SHUTTER # E D. = EDGE DISTANCE \/ �- ♦ SEE udrranows of USE FOR /�1 I I Y BLADE ASSEMBLY (SEE SPE&FICAT10NS ON SHEET 13) Bum ON SHEET 19 10 IN MOUNTING SECTIONS AN CAN BE CONBINm w Am war To S1IR ANY INSTNIATKIN. n ntvna oI In nlur wuL (IIOn high Velocity Hurricane Zone • =. �!S IL EC01�1�. Q• _ a F — TUIT TESTING & ENGINEERING COMPANY .9'•. • sm N. 3Rh. +R. Sta 3aa, vwcardl 91ROEN5. FCOFd1A 33 ' •• P1wne : (305)871-1530 . Fax : (305)871-1531 'Wit) It, FLOOA Lk-0 44167 P.E. SEAL�i�E/ATE NANRD A.S.S.A. American Shutter Systems Association, Inc. 4-268 Westroods Drive West Palm Beach, FL 33407 0 2015 EASTERN NETAL suPPLY, INC. BER'I H HVTM Accordion Shutter System FLV. aAM #1 W/ CR W/D H.V. WNDV BLADE .w. NJ11IssPBnox DATE I DRAatN Br: M.L. I OLD 11-192 4/13/15 nwE 4/13/15 2 DRAWING No 95-085 POURED CONCRETE REQUIRED EDGE O OR ®+ D t f b m asEr it) i EXISRNG GLASSi�'y' i 0 l liPC U 9 I U e i O C U w t1 I k14x3/4' HEX HEAD iU K SCREWS O 9' O.C_ U 1/4 4-20 S.S. MS. i CONCRETE ANCHORS W/ NUT 0 9- O.C. J (SEE SCH74�E ON OR ®* 5/4' HEX WASHER HEAD SCREWS a I O.C. RETE ANCHORS SCHEDULE ON SHEET 13) ® HV FLOOR INSTALLATION t ® 12' O.C. 4x3/4' S.DS. 9'O. C. 9 EDGE OF SLAB IF APPLICABLE REQUIRED LFLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) 0i HV WALK -OVER INSTALLATION_ bONCRETE ANCHORS (SEE SCHEDULE ON/ SHEET 15) Not. sautes- m (sFE saouae ae t 0 1/4� Mc =owaD-• FLAT HEAD CONCRETE ANCHORS NCRETE (SEE SCHEDULE ON SHEET 14) nU➢2ED 11 .TRENCH INSTALLATION VALID ONLY FDR UP TO +70, -75 PSF AS.D. DESIGN PRESSURE RATING k FOR SPANS PER SCHEDULE #3, SHEET 11 1/4'0 = AMMXED THWADR T6MOLY OR 1/4'0 POR FyMENE STAPPER+AAO7)4S 1 3/4' 1ma amEDE87O a OC FOR LP TO W-W SM A 4 aC. FOR SPAN$ LAROER 71 6'-0' UP 10 E-a' MAX AFI WAANr AT E`ER! FASIEM H TIP.) ISEE NO@ tt ON MEET Ut 1 7/ ' 1 1 i P �F /Vl�;i14x3/4' F.H. S.D.S. ®.9' O.C. r CONCRETE ANCHORS NOTE 13(b) NOTE 13(b) D �� POURED CONCRETE (SEE SCHEDULE ON SHEET 14) ON SHEET 1POURED CONCRETE ON SHEET 1 w .. OR CONCRETE BLDCK REQUIRED OR CONCRETE BLOCK REQUIRED ANALP°DRm (g) HV WALL F-WOR INSTALLATION © HV WALL WALK —OVER INSTALLATION ED n V�FRAMIGIiAR • 51 STALLATION t t THIS INSTALLATON SHALL BE OF IF 1/4�6-21Dc;/4' SS US -iU3NG 1/4.6-2n NUtS 0 12' O C EXOTM NON STRUCTURAL WAIL. TR¢I (OFLVRA7WE pyre rt�n 111,Ad1Y0.0 tin tx xt:, x.na: s E D. a EDGE DISTANCE RMOVABLE VMEN PERFORMED 1- SEE SHEET 4 FOR TYPICAL SHINWR (� SPECIFICATIONS ON SHEET 13) Al1iPf•EHT TO AN OPERABLE EXIT ♦ SEE LIMITATIONS SHEET USE FOR ASSEMBLY DR ET4fFhNCE BLADE ON 19 INSTALLATION DETAILS Wj d) HV BLADE IN MY w o SU TTSEGIIANANY INNSOCAN BECOMMBINED WARON- FORM BUILDING OM (Ilon High Velocity Hurricane Zane N- 02015 EASTERN METAL SUPPLY. INC. - NS Tom'' BERTHA HVTM Accordion Shutter System H,v. S.AX #> w/ OR w/o Kv ftwaer la ATx American Shu*er Systems OESCRW , DATE �,NOf I,,L TILLIT TESTING & ENGINEERING COMPANY o ••'STATE Of ::�` GW5 K1E 3aa St Sr 305 � st A3SOCtaHOR. Inc' 1 OLD 11-192 4/13/75 DATE 4/13/15 Phone : (305)1171-1530 . Fox : (305)371-1531 4268 Westroads Drive 2 DRAWING No e' ••• R e-rna: UReco0oo(.=M West Palrh Beach, FL 33407 3 sS/QNAl- �aC.``WNZER A TUIT Jr. P.E. 4 I J—OScJ P.E. SF'JSIN HRE/DATE FlOFMA u` i +41e7 5 79HEET 6 7 OF 20 OUT (6063-T6 ALLOT ALL ANGLE W/(2) 1/4.9 TAPC ANCHORS TO CONCRE (4)Jtox1/2• s.1e.s. w N AT FACtt ANGLE (n 5 IN --DOSfING GLASS 1/2• w©+® $iox3/4• sA1S. a 12' O.C. FlRL LENGHT. 5 z• ©*O *©-&0-W1 VIN. SEPARATKTN® TO CLASS (SEE SCHEDULE FIN—] OPTIONAL ON SHEEP 11) (INIEPoOR) L_ OUT HVA OUT �x INSTALLATIONS W 1 �j HV BLADE W HV CENTERMATES OR SEE NOTES ON LOCIONG RODS 0 • EN LOCKS Q ar AND PLTERNVE HV LOCK ® ON %M 5. * BLADE SLACK DETAIL HVF IS VAUD FOR ALL CENLER1E&TM APPLICATION MIN BLADEQt EXISTING GLASS DETAILS SHEM to I` — — — — — — — — 3 1/4• 7" 6 1/2• 7' OPPOSING SYMMETRYCAL CENTERMATES CENTERMATES W HV LOCK or MtN. SEPARATION W�HV LOCK War E C14ED (SEE satmuLe ® 35 * I N � 3�' j oN `Ear 11) ` / J a ® HVB ----------------- Cal ®� HV:C +®°A jr POURED CONCRETE OR 0) L—fX15TiNG �ONCREIT BLOCK WALL class � (SEE SCHEDULE 1253*�m[l yl+�oxll'J1+0,J ON SHEET 11) w I C O.C. OUT 16 1/2• MAN(. SLACK (E)CIERIOR) HVE _ HVF** FMDA BUILDING CODE (lion High Velocity Hurricane ,•�p11111111ii1y//�•_ ® 2015 EASIERN METAL SUPPLY, INC. ........... -•.d�.�. .`CAN TILLIT TESTING & ENGINEERING COMPANY .Qt STATE OF '� 6355 N.W. 3U St, Stw 3EL1, MMM GARDDS IW= M Phone; (305)871-1530 . I= : (305)871-1531 �•.• '�O? /O .A.L.Cw`(7``��� WAIF 7TUB Jr- B7 . .E.4/trp4`i`11I(E/DATE A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Accordion Shutter H.V. 9ADE #1 W/ OR W/O H.V. WN( t I OLD T1-192 4/13/15 OR7E 4/13/15 a DRAWING No 15-085 HE am COHHfi,' OUT M MARS OR SHEM 40 A to INSTALLATION n HV BLADE IN `?� *BLADE W ACK DETAIL "W. KDrATED ON � L11I� HD CENTERMATES 1 0 AS DI=SNE r, WAY AAHDD HVO. _ oa 6 7 9 1 GR ON T1us sxED flaw a¢ FA?T vmH na ALIER i v&TniAr ® ®@®�./�\ ®.®® tlSi)LLA,104 DEVL N1G SHOWN W h16 �JffET. ��•n� +ems ©-O-®-@-(D-@— O•�®'®�a® I ALLGO ALm 35 5 # Fie • rAroa L------------------A-__--_--_--_-____- 1 IN IN. C FFA1*HV 3 T- n P4 (-) (ice) _ n * ME ME 6 FOR HV LDCK® . T LOCK. oft SHEET 5. .. t SETAFS 9u4 ADWWM 2124 T3 ALLOY) LMME RNME TMN SNET.T MRSERT. PART j 0820, AS WVAWA=FZED HY AVOM atad0' TE%UM PA.WF M'. HEW JE$7 07054 ON exw.. ©0 HV i" LOCK (OUTSIDE) Z 6 -0 .W OUT 1/4" 0-20 x 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. HVG* v— (aPnowt� FIDE—HV@ OUT SYMMETRICAL HD CENTERMATES W/ LOCK (EXTERIOR) BpD—HVD** FLOATING STACK M, SYMMETRICAL HD CE E—RMA ES .W/ a LOCK (INTERIOR) * s>= Hmcs M Lmats F (g awe at s z ## tm/k1F/L RGMM DETAI HGD-HA s W* FOR ALL LTmFsaruFs APfl1GRq>S W ELuE0 Hurricane 2015 ElSMRN WAL SUPPLY, INC. B A MV CENSF' � :�' Accordion Shutter System A. S ■ S.A■ Itv. EIADE #1 w/ aR w/o Hv WIPDOW EIADE k American Shutter Systems l TILUT TESTING do ENGINEERING COMPANY GESCRPFLDFL DATE DRON Or. YL TAPE OF .ass N.W. 3W&. St, srz 305, VMM GMM% RDMA MIGE Association, Inc. 1 OLD 11-192 4/13/15 DATE- 4/13/15 MGM : (M-5)671-1530 . F= : (305)871-1531 4268 Westroads Drive 2 DRAWING No @� `` e-ma�� 9.mm West Palm Beach, FL 33407 s WALFL DA 'IxLLL'�r . P.E. 5 1 J-085 __ _.. SHEFT I,-IT11'd39 wrvt IL MUMUK 0 16' O.C. EIOSnNG GLASS �- 2' MIN.MN. S EPARAIM EO EQ TO GLASS (SEE I i SCHEDULE ON SHEET 1I FOR8IDAND HMFS©& mHm SIDE OF0) L_ 1/z• MIN. #1Oxi/2• S.M.S. ® 16' O_C. Me END CONNECTION DETAIL ;6063-TS) CONE. ALUM. CLOSER PLATE (LOCATE AT LATHER SIDE . OF(D) #10x1/2• S_M.S. ® 16, O.C. SEE DETAIL X FOR SIDE CONNECTION TO TRACKS POURED CONCRETE POURED CONCRETE OR CONCRETE OU= CONCRETE RM ORBLOCK OR CONCRETE BLOCK WALL REQUIRED LL. WAREQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS 2" MIN EXISTING CLASS - M n%L SEPARATION 1' - -S TO MASS (SEE E CN SHEET WIL KIN 70�( i SfPAly010N 1 � ON SHEET 19 FUR SG£1AlE ON SHEET 11 FOR B TO GLASS (SEE 1 SCHED'BIAOEm RADES�&® ON SHEET 19FOR 1/Z / 11 FOR ON SHEET 19 FOR BLADES ' 1_r BLADES (D & I i USE 1" OR r MAX. (AS APPLIC4SLE)XL'x1/8'),0'-2• ALUMINUM CUP ANGLE ------ 4 , (6063-T6 ALLOI� AT MIDHQGLir (1) #10x1/2• S.MS. 70®& (2)1/4'0 7APCONS ANCHORS TO SEE DETAIL X SO SIDE CONNECTION ) OR WALL AT 1" O.C. (LOCATE Al EITHER SIDE OFQ) ) OR OR TO TRACKS v 6 7 8 .®v - - - 8 v v SEE DETAIL X FOR t(. 8 O •® SIDE CONNECTION 10 •®v®'®v©•®°" TO TRACKS •SL�mIU�t-falalfit.A31. END CONNECTION DETAIL EXISTING GLASS POURED CONCRETE OR- CONCRETE BLOCK WALL EXISTING 4 - - - - REQUIRED _ GLASS (SEE A112M-"� SITYRAION D ON SHEET SCHEDULSEE 1 BLADE � CONCRETE 1/2- MIN. TO CLASS (S SHEET SCHEDULE ON ON SHEET 19 FCR ANCHOR ® 11 FOR BADE (DA` D iLADFS�& 7(MIN. it O.C. FD ON SSm& FOR 4 END CONNECTION DETAIL 4 REQUIRM ONLY FOR SPANS GREATER TOWN 12'-0" I� _ 1/< NIN. __ _—_-- ED 6 OR $ ROOR 2" M. 2" MIN. F*SEE LTMTIATIONS OF USE FOR ADE®ON SHEET 19 (DIX2®OR(qOR(bOR@ MEW Yt 5 t OR �` PLAN DETAIL X POURED ,GPEEM OR m®m©• 70®®�-®� -LOCK waLL CREQUIRED `®'®'p'®;©m ®•®m®•�®,�„ END INSTALLATION WONCRETE 6 O O O O ©O O ®� n HV BLADE OR HV WINDOW BLADE INTO END CONNECTION DETAIL 05 ENE) CONNECTIO�DETAII © ® CONCRETE OR CONCRETE BLOCK WALL. FL(#tIDA BUILDING CODE(Non High Veloc4 Hurricane Zone ® 2015 EASTERN METAL SUPPLY. INC. �CENS ':�9'--, /TW�Lic O AI. S S BERTHA NVTM Accordion Shutter System Nam. I. ■A. H V. 9ADE gt W/ art W/0 RV. New- MAM TILLIT TESnNG & ENGINEERING COMPANY American Shutter S stems Association, Inc. MV. He B OA�7E. STATE OF :'� z �•' sass na sw sa sk 3os vcwaat r F1w mA �, Phone : (305)H71-1530 . Fax : (305)871-1531 4263 Westroads Drive t OLD tiP-N7092 4/13/15 %13/15 z `N\� ''''•.,ss%ONAL a-m - tiftcooa i"M -A. 00066771.9ir. West Palm Beach, FL 33407 3 DRAWING No 1 5-085 , `�G. P.E. Afttf A URE/DATE WALIFIIP.E �` t4767 s SHEtET 6 OF F.910murall MAXIMUM SHUTTER SPAN 'L+' OR "L-" (ft.). FOR INSTALLATIONS & ® / or or W/ ONE H.V. LOCK ®or ® or aor HD LOCK ® W/ NO LOCKING RODS W or CENTERMATES 0 & ® W/ ONE HV i LOCK ® W/TWO LOCKING RODS ® TOP & BOTTOM SEE NOTES 1it A.SO. MEN PRESSURE flowMouNTINc (n= ) CONCRETE & WOOD 04STPL AUDNS 0 WALL MOUNTING F1.DOR/CEtCPIG L+ go L-(ft) L+ C-(� 30 OR L 1 V-W 16'--D" l e-0" 16'-0' 35 14'-10" 14'-10" t5-2' 16'-0- 40 13'-lo' 73'-10' 14'-2• _ 45 73'--4' 50 t2'-5' 12'-5' 12'-8' 13'-7" 55 it' -to' 11'-10' 12'-t' 60 7 T'-4' 7 7'-4' 11'-7" 12'-4 65 1W-10" 10'-10' 11'-1' 11'-it' 70 10'-67 l0'-6' 10'-9• 75 10'-1" 1W_1' 10'-4' ll'-l' 80 W-10' 9'-10" 10'-0' 70'-9' 9'-6' 9'-9' 90 9'-3' W-3' 9'-5' I To'-1' 95 9,-0" 100 8'-9. 8'-4' 9'-0` 9'-7' 105 8'-7" 7'-11" !r-9" 9'-4' 110 8'-4" 7'-7' 8'-7' 9'-2- 115 8'-2' 7'-3' 120 8'-0' 6'-11' 8'-2" 8'-W 125 T-10' 6'-8' 8'-0' 8-5` 130 T-+8" 6'-5' 7'-10' 8'-7• 135 7'-7' 140 7'-5• 5'-IT- 7'-7" 7'-6' 145 7-3" 5'-9" 7-5' 7'-3' 150 7'-2" 5-.7' 7'-4' 7'-0' 155 7•-0" 5'-5' r-2• 6'-s' 160 6'-11" 5'-2' 7'-l" 6'-7' 165 6'-10" 5-1' r-0' 6'�" 170 175 4'-9' 6'-9" 6'-0- 180 4-8" 6'-8" 5'-10' 185 d6*--6" V-6` 6' 7" 5'-8' 190 4•-5• 6,-6•5•_195 4'-3" 6'-5' S'-5' 200 4'-2` 6'-4' 5'-3` 205 4'-)' 6'-3' S-t" MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) FOR INSTALLATIONS W/ OPPOSiN� i & Q7 ONE HV LOCK or ® or W/ NO LOCKING RODS (SEE NOT[S t, ff) uVam CONCRETE & WOOD PRESSURE ROM WALL MOMNG & LLOWC°LING MGtN+m+G L+ (w L-(w 30 16'-0' 16'-0' 35 14'-10' 14'-10' 40 13'-10" 45 13'-1. 13,-1" 50 12'-5' 12'-5' 55 60 65 10'-10" 10'-10' 70 10'-6' 10'-6' 75 10'-1 10'-11 80 W-10' 9'-10" 85 9'-6' 9'-6' 90 9'-3- 9'-3. 95 9'-O' 100 8'-9, 105 EV-7' 110 8'-4` T-7" 115 8'-2• 7'-3' 120 8'-6' 6'-11' 125 1 r-10' 6'-S" 130 r-8' 135 7'-7' 140 7-5' 5'-114 145 7'-3" 5'-9" 150 7'-2' 5'T 155 7'-0' 5'-5' 160 6'-11• 5'-2" 165 6'-lO' 5'-1. 170 6'-9" 4'-11' 175 6'-7' 4'-9' 180 6'-G' 4'--8' 185 6•-5" 4'-6" 190 6'-47 4'-5' 195 6'-31 4'-3' 200 6'-2• 4'-2' 205 6'-1' 4'-1' AAXIMUM SHUTTER SPAN* "L+' R "L-" (fL) INSTALLATIONS & W/ ONE HV LOCKS OR W/ NO LOCKING ODS (VALID FOR MOUNTING (ED SHEET 7) UAMM AM VEST n PRESSURE fa� (+ OR a CONCRETE INSTALLATIONS FLOOR/CO[NiG MOUNTING OR F100a ML yOIWTNiG L+ 30 i 6'-O' 35 15'-2' 16'-10- 40 W-2" 15'-0 45 1 V-4' 14'-3" 50 12'-3' 13,-1" 55 11'-1' it'-1l' 60 IW-2' 10'-11' 65 W-5, 10'-1" 70 87-9" 9-4" 75 - 8'-9' INSTALLATION LEGEND CONCRETE & WOOD MANSORY WALL A. B, C. D. E. M. N. O. P. 0, MOUNTING F, K & L R. S, & V. FLOOR/CEILING G, H, 1, 11, J T. U. W & X MOUNTING & M 0 MAXIMUM SHUTTER SPAN 7+- OR 'L-' FOR INSTALLATIONS INTO WOOD SHALL BE UMNFD TO 105 pd. A.S.D. DESIGN PRESSURE RATING. 'I' 14V CORNER CENLERMATE #3 NAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKNG SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE g5, SHEET 5. t 1 EXCEPT THAT MAXIMUM SHUTTER SPAN 1+' OR 'L AND MAXIMUM AS-D. OESING PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: i- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64, 72 p.s.f. AND 8'-0" SPAN. SEE MOUNTING MO ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM AST E-1996 SEPARATION TO GLASS 1 THRU 3 1' HV BLADE (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN 'L+" FROM SCHEDULE GNEN 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 BETWEEN 'L+' AND -L (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE RATING DETERMINE LI+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CF]L.ING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE L1-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOR FlDOR/CEIUNG MOUNTING INSTALLAMNS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'LI+ 'U+", 'U-' AND 'L2-" (4) GO TO ANCHOR SCHEDULE WrM FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERME MAXIMUM ANCHOR in High Velocity Hurricane 2015 EASTERN METAL SUPPLY, INC. �pA, 1►�(//','4,, OCn■1117I4 nVTM Accordion Shutter SystemT{v '�. /TOLVE CO N �. A. S. S.A. 13�IDEi w/ DR W/O Hv WINDOW RAW * `_ TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Association. Inc. M NJ DESCRIPTION LUTE I WA%W BY: Foxy G 1 OLD 11-192 4/13/15 LUTE 4/13/15 'Jr _ tlsss N.W. aw,- sL, sm. cos, vlRraNA o4maTs. NRu4 'J D31 4268 Westroads Drive 2 Phone : (30MI-15M . Fax : (3o5)Bn-1531 a Mal: tBLeeoeaal. 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WA STATE i R � ft( '11,,9"V/OIYAL P.E. filf mmnnoa� m!¢7O®Qan mmQovao mmoEa©ao mmaoaon mlmotloIMWin mm000an mlQ7p©Qnin mnmaaon mmooa0tn mm®aaan mma3QQan 000Qaan mmoQQan my©Qaan mmiQQQQ�a ovaaaata mm©Qaan �®aaaa�a m©QQQan oQaQQan moQQoam MIUI=011101=10 maaaoan vaQaQan m©QQOan �aaQQap mQaQQan vaaQQaa MIao�000 aQQQ=010 MQaQQao ®ntoQQQn 0aoaoaa I3aQCaaao ©QQaQa�a oQQQaora vQQQQao ©QQaaalea oQotQQ== oQQQaQnt oQQQQQra oQQQQoa oQQQQQma oAQonQt;a vQQQaao aves>eM fL1f ®m000M M%0116r mmomoQo mmonv p n mmt0"®Qn mmmmt11Qn mmomovn mmomvan mm"nMan mnm©QQn law""MQn m113MEMinlQn mm000nln mo©moon mmE7l7©On mo©moon mmmmoQn MMM=Qan mm"o�Qn MMM= Qnl momaaQn omntQaao moan©avn mo®QQaO WM===Qn v©aa01mm ®mQQoao mKAROWN n mloQQoten omQQQQo ®mQQaQo 0DaQaQnl M®QQQQo 3i000=== ®QQQQQQ oQQaQQa �QoaaQQ vanrQQQQ �QQQOQ�a aQQQaQa vaQQQaQ olotvQaQlo aQQQaQQ oaQQQQQa oQOQ000 oQQQQOQ ovQOQQo �Qcaoaoa �eswwww IL rECO���. _ -A. _ TN.I.IT TESTING & ENGINEERING COMPANY 63W ILW365. vum* l GARDENS nmm 33 (305)671-1530 . Fox : (305)971-1531 0-mo:1: O2eeo0e01.wm �. EE-0006719 WALTER A TILUT Jr. PZ -lnA, RM13A LIo. p 44167 Emu MC Ego 010 MICI OC 0n anoMw&jKAmvon Mw 3©®mQQn JQOQIDGgn 3MMMmC1n 7M"©QQn M©omQQn �uaQlvmn 7QOil3QQn ©mQoao 7O©QOnln S1m©©Qon �omnmQn ©o©non �ama000 210>o000n 3onm©Qo ©o©eInto ©ommmm 7Ad0IMOC a©©©s11Qea ;©=!!doom 3©000QIo anmo©Qa arnee�eee IAPCON OR TAPCON WRN ADVANCED THREADFORM TECHNOLOGY ALL POIMS SOUO-SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 *SEE UMIIATIONS OF USE FOR ECME 9 ON SHEET 19 n AV BLADE OR n HV BLADE W% 9A HV WiNDOW 'BLADE WORKING IN UNISON A.S.S.Ao American Shutter Systems Association, inc. 4268 Westroads Drive West Palm Beach, FL 33407 0 2015 EAS1 M METAL SUPPLY, INC. rr1Gf1 f7M "vTM Accordion Shutter System H.V. aADE &i W/ OR W/0 H.Y. YANDDW aADE OLD 11-192 4/13/15 DAM 4/13/15 3 DRAWING No 4 i 5-085 E G, & H ON SHEETS 6 FOIL® mm POIHGD DOMCFE i QE WALL SILL MOUNTING © CEILING MOUNTING QH FLOOR MOUNTING ROEM Hamm WM14E FANG UA AS& ®1 am& P(BSi¢ KNOW U90 Ask Dam Id;A0.£ BfE55WE Mw 30 40160175 t 90 11201160 20 30140 60 75 80 12D 160 205 30 40 60 75 90 120 1OD 205 14 12 110 1 8 8 1 e 1 e 9S 14112 1019 B B 6 6 74 12 10 9 8 1 8 1 IT 1 6 14 12 1101 9 B 1 8 1 6 6 14 112 1019 8 8 6 6 14 112 10 9 8 8 6 6 OR LESS 14 1211019 8 1 B 1 6 6 14 111 1019 8 6 6 0 14 112 10 9 8 8 8 5 14 12 1019 8 e I 6 7 14 12 f0 1 9 8 8 6 6 14112 10 9 8 e 6 6 14 12 10 19 e 7 155 35 14 12 10,10 8 e 6 6 12 10 9 8 8 6 5 ,1•. 14. 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 12 10 9 8 e 8 5514 12 10 9 8 8 6 4 14 12 10 9 8 8 6 4.5 12 10 914 12 10 9 8 8 6 45 14 12 10 9 e 8 6 SS r14 12 10 9 8 8 6 4S14 12 10 9 75 55 35 - 14 12 10 9 8 8 6 5 12 10 9 8 T 55 4 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 55 12 10 9 6 8 6 4.5 14 12 10 9 8 7 4 - H 12 f0 9 8 65. 5 35 12 70 a 85 5 3S 3 14 12 10 9 8 7.5 4S - 14 12 10 9 8 6 6 45 14 12 10 9 8 6 4.5 3.75 14 12 9517.516.5 4.5 1- - 14 12 1D 9 B 75 55 4 114 12 10 9 B 6 45 35 61-0. 14 12 10 9 8 8 6 - 14 12 10 9 8 8 6 5 14 12 10 9 8 6575 35 14 1,: 10 9 75 SS 3 - 14 12 10 65 7 SS 4 3 14 12 8 65 55 4 3 14 12 10 8 8 6 - 14 112110 f 9 5 65 5 &75 14112 10 IIIS 8 5 4 14 12 8 &S 5.5 3 - 14 12110 9 8 6.5 45 35 14 12 10 8 7 5 ISS 3 7•-0. 14 12 10 9 8 8 - - 14 12 10 9 8 7 5 1 4 14 12 10 9 75 55 4 3 14 12 10 8 6.5 4 - 14 12 9 75 6 45 35 1 -- 1; IDS 7 55 45 35 - - 14 12 10 85 7 i - 14 12 10 9 75 55 4 - 14 12 9 7 75 43 - 14 11 7 55 45 - - 14 12 10 9 75 55 4 - 14 12 9 7 6 4S 3 8.-0. 14 12 10 9 8 65 - - 14 12 10 9 8 6 4 - 14 12 10 8 65 5 35 - 14 12 B.S T 05 3 - 14 12 8 6.5 55 4 3 - 25 9S 6 5 4 3 - - 14 12 95 7.5 8 = 14 12 95 8 6S 5 - 14 12 8 6 63 4 13 95 &5 5 35 - - 14 12 10 6 65 5 - 14 12 8 65 5 4 9.-0. 14 12 10 9 8 - - - 14 12 10 9 75 45 - - 14 12 85 7 55 4 - - 14 15 75 B 4 - T4 11 T 55 S 35 - - 11 8 55 45 35 - - - 14 12 a 6.5 4,5 - - 14 12 85 7 55 4 - 14 105 7 5.5 5 4S - 1.5 ITS 55 4 - - 14 12 9 7 S. 45 - - 14 11 7 6S 45 3S - - 14 12 10 9 7.5 - - - 14 112110 8' 65 5 - - 14 12 6 6 5 4 - - 14 105 ] S 35 - - - 13 95 65 5 4 3 - - 10 75 5 4 3 - - - 14 71 73 55 - - 14 15 9, 6 5 4 - 75 9S 6 5 4 4 O5 8 5 - 14 1218 65 55 4 - - 13 10 65 5 4 3 11'-0' 14 12 TO - - - - - 14 12 9 7 6 45 - - 14 05 7 55 4.5 3-9 - 12-5 9-5 95 5 - 12 9 B 45 4 3 9 7 45 35 3 - 14 10 7 - 14 05 7 55 45 - - 15 85 55 4.5 75 - 95 7 45 - - 14 15 75 6 5 - - 12 9 6 45 4 - 1T-0' /{ 12 10 - - - - - 74 12 8 65 59 - - - 13 70 65 5 4 - - - lS &S 45 - - 11 8 55 4 35 - 8 6 4 3 35 95 e - 11 95 55 5 4 - O5 8 5 4 65 - - 14 10.5 7 55 45 - - 11 85 55 45 35 - 13�-0' .L 14 /2 14 115 75 6 5 - - - 12 9 6 45 4 - - - 05 8 - - - - - - 10 75 5 4 3 - - - 75 5.5 4 3 - - - - 25 BS - - - - - - 121 9 6 45 4 - - - 95 7 5 4 - - - - 8 1 - - 13195 65 5 - 10.5 75 5 4 - - 14'-0' 14 12 - - - - - - 14 10.5 7 55 - - - - 11 85 55 45 - - - - 10 7.5 - - - - - 9 7 45 35 - - - - 7 5 3.5- 15 8 - 11 8 55 45 - 9 65 4-9 - - - - 7.5 - - - - - - - 72 9 6 - - - - 95 7 45 - - - - - 14 - _ _ - - _ _ 35 10 65 _ _ _ _ _ 10.5 8 5 _ _ _ _ _ 10 - 0-5 8 85 6 4 - - - 7 - - - - - - 1S 85 'S- 16'-O' 14 - - - - - - - 25 95 8 - - - - - 10 75 5 - - - - 8 - - - - - ({ 6 F4 r - - - - 6 45 3 - - 95 - - 9S 7 5 e 6 4 /J STARS �F , TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL Pours sOUO-sET BLUE TAP' W/ CAP TAPPER+ ♦ SEE ,QIOtG aF' 115E WR BlA " ON 6i6E1 19 1 V BLADE OR HV B D W WIND W BLADE WORKING IN UNISON I. ANCHORS TO SUBSTRATE STALL BE AS FOLLOWS: (A) M FXISDNG POURED CONCWM (18n. rc - 3 197 - 1/4.0 TAPMN OR TAPCON WT11H ADVANCED THREADFORM TECHINGLOGY ANCHORS, IS MANUFACTURED BY I.T.W. BUILDEX (WC re = 3 ksj - 1/4'/ x 3/4' ALL Powm SOLED-SEr ANCHORS, As DISTRIBUTED BY ALL PODHS SCREW. BDLT & SPECNL7Y COMPAM: (APED. 1 c = 3 kd) - 1/4'w BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DNELT INC. (Min. lc - 2 kw) - 1/4'0 TAPPER4 ANCHORS As MANUFACTURED BY POWERS FASTENERS. NC., AND DISTRIBUTED BY ALL FOURS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERCAN SHUTTER SYSTEMS ASSDCNTfON. NC. (16u1. rc = 3 ksi) - NOT6: A]) MUDMUM EMOMMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4% AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'. A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLID-SEr AN040M SHALL BE 7/8' ONO THE POURED COIKIWE. No-UMEDMENT INTO STUCCO SHALL BE P(RM0R7ED. 1/414-20 SS MACHNE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO P(ST. AND 1' MNOAUM FOR WALLS WITH NO STUCCO. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAYERS OR ANY VDM BE FOUND ON THE D(IST NG WALL OR FLOOR. ANCHORS SWLLL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAD WALL FINISkES. ANCHORAGE SIML BE AS INDICATED ON NOTES At) & A2) ABOVE FOR INSTALLATIONS ON'WM SIDING OR ELFS WITH OR WITHOUT MERE SPUDS CONSULT THIS; ENGNjmL FOR INSTALADON INTO EIFS WITH METAL SPUDS SEE SHEET 20. (B) TO MCSTING CONCRETE BLACK: (ASTM C-90) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY f.T.W. BUDDEX - 1/4'0 x.3/4' ALL POINTS 5000-SET ANCHORS. AS DISTRIBUTED BY ALL PONES SCREIY, BOLT & SPECIALTY COMPANY. - 1/4'9 BLUE TAP CONCRETE ANCHORS W/ CAP AS MMUFACNIfgD BY FLORIDA FASTENERS DIRECT, INC- - 1/4'6 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.. AND DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR Auniom6,D VENDOR REGISTERED MITI THE AUERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B.7) MNMUM EMBEDMENT INFO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED TmEmFORM TECHNOLOGY ANCHORS L4 1'. B2) MINMUM EMBEDMENT OF 1/4V x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EHBEDDED INTO THE CONCRETE BLOCK. HO EME EDUENE INTO STUCCO SHALL BE PERMITTED. 1/4- 0-20 SS MCHINE SCREW USED SHALL. BE 1 1/2' LONG WNMUM SHOULD SRUCCD ED05T, AM 1' LSNMUM FOR WALLS WITH NO STUCCO. 63) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE DUSTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH To REACH THE MAIN STRUC LIRE BEHIND SAD WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES ELI) & 6.2) ABOVE. FOR NSTALUl10N5 ON VINYL SONG OR E7FS W11H OR WHIROUT METAL STUDS CONSULT THIS ENGNEFR. FOR INSTALLATCN INTO BFS WITH METAL STUDS SEE SH M7 2D. (C) ANCHORS SHALL BE INSTALLED FOMMING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCNWS MANUFACTURED (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED) VERSUS SPACING RELA ION%W FOR ANCHORS. EF]GE DISTANCE VEF?§t;S SPACING SCHEDULE FOR ANCHORS• MA70MUN ANCHOR SPACNCS ARE VALID FOR EDGE DWA14CES RMICATED BDAN BELOW FOR E D. LESS TOM THE INDICATED. REDUCE ANCHOR SPACNG FEY MULRPLYWG SPACING SHOWN ON SCHEDULE BY THE FDLLtWIING FACTORS. REDUCED SPACING OBTAINED USING FACTOR STALL. NOT BE LESS THAN 16N NAL01 SPACING OHTCATED FOR EACH ANCHOR TYPE FACTOR EACTUAL DH,TANCE TAPCON TAPCON WRH AOVANc D THRFAIDFDRM TECHNOLOGY ALL Paw SOLID SET BLUE TAP W CAP / TAPPER + MRL SPACING E ). MIN SFACING - 3' MIN SPACING - 3' SPACING - 3 1/2' L0N SPACING = 3' 3 3/4' 4' ceNCREPE & MOMFO! CONCRETE ED CDNUM MN. EA=3 1/Y CONQ33E TAROT M}L E0..2 1 POURED CONCRETE & CONCRETE BLOCK POURED CONCRETE & CONCRETE -BLOCK 1u3M C0NMUE UAL E0=1 7%1' COME MIR fA.2 1%P 3' LO 040 1.0 0.78 1ST OM 1.0 21/2' - 0.81 1.0 - - 0.67 to 0.71 - - - OSt 1 3/4' - Dal - - - 0.43 - 1 1/2' 035 /T1 L E C O INC. TIL UT TESTING & ENGINEERING COMPANY 6355 mw. 36fh si. sfa. 305. VN666,1 CAWODS, MBA 33 Phone : (305)6T7-153D . Fax : (305)871-1531 e-1n03: b'Ite=ftds EB-0006719 WALTER A 18LT Jr P.E. FLORIDA LTD:. f 44167 A.-S.S.A. American Shutter Systems . Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 '® 2015 EASTERN METAL SUPPLY, INC. Accordion Shutter System ITV. BLADE 91 W/ CR W/0 KV. WNDDN MADE AWING No 15-085 4tA)(IMUAI GIVEN AS D. MAY- DESIGN PRESSURE ,SHUTTER RAi7NG (y fa AND CORRESPONDING MA)O MUM SPAN, NEC-eTTVE A.S.D. DESIGN PRESSURE RoMNQ AND (SEE MOUNTINGS ON SHEE15 16 & 17). ANCHOR A ^-+PAGING CORRESPONDING (In MOUNTING j SCHEDULE TYPE FOR A uA+mnr11 SOUTHERN PINE No. 2 W/ MIN. G�.55, OOUGLAS FIR W/ MIN. G=0.50 SPRUCE -PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 1/2' MIN COX PLYWOOD SOUTHERN PLVE 22 w -j IN. 0=0.55' �D W/ I� ' DUCE PINE FIR NORM W/ MIN. G-A.43 SPRUCE PINE FIR SOUTH W MIN. G=OZ6 SPM WALL MOUNTINGS M. N. O & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNN4GS W& X WALL MOUNTINGS M, N, O & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS P& Q B.O. WALL MOUNTINGS S& V 6.0_ WALL MOUNTINGS 5& Y B.O. WALL MOUNTINGS S& V 05®f$iE(R9IEPNC iPQ RSW ®FiEi�il�(� �I6Wf R11R1E(NG(^� O3Y R6�f�[@C (pQ �Ii�t®RRWC�) lffi �ER®IE ROlG(rFl OS7a iE9O[F7L�aE �cFjq 0?a16U4E Ff89ff WiL (td) iF5011@RE 609¢D➢WC (P� OiW �EF6SlE 17R6611 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 5 90 05 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 5 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 5 90 OS -0' OR 2 10 10 9 8 8 6 6 6 6 6 6 12110 1019 8 8 6 6 6 6 6 6 12 10 1019 e 8 6 6 616 6 6 6 5 4; 4 3 12 T2 12 12 12 12 12 12 12 12 12 72 12 12 12 12 72 12 4'-0' 12 10 10 9 8 8 6 fi 6 6 6 6 12 70 70 9 8 8 6 6 6 6 6 6 12 10 10 9' 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 72 T2 12 12 12 12 l2 12 72 12 12 12 12 T2 12 ' 5'--0' 12 10 70 9 8 8 fi 6 6 6 6 S 12 70 10 9 8 8 6 6 6 8 6 5 t2 70 10 9 8 7 6 6 6 6 6 5 6 9 4 4 4 3 12 72 12 12 42 72 12 12 12 72 12 12 12 12 12 12 12 O 6-O' 12 10 10 9 816.516 6 8 8 .5 45 12 i0 TO 9 8 5 6 6 6 .5 5 45 f2 10 10 9 8 5 6 6 8 6 5 5 6 5 4 4 3.5 - 12 12 f2 T2 12 12 12 12 12 12 12 12 12 12 12 72 10 &5 7'-O 12 10 10 9 BS 4 6 6 6 S 4S 4 12 10 10 9 5 3 6 6 6 5 4 12 10 10 7 .5 - 6 6 6 5 4 S 6 5 4 4 - - 12 12112 12 12 12 12 12 12 12 12 0 12 12 12 0.5 85 7S 12 10 70 7S 4S 3 6 6 6 5 4 12 10 10 6 - 6 6 5 S 3S 3 72 10 10 4 - - 6 8 5 S 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 t2 12 12 11 9S 12 12 1S 9 7S 65 9'-O' 12 10 10-9- 3S - 6 6 5.5 S 3.5 3 12 10 9 4 - - 6 6 4,54 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3S - - - 12 12 12 12 12 O 12 72 12 1_ 9S 8S 12 iZ 10 8 85 5.5 1O'-0' 12 10 7S 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 S 3 - 12 10 3 - - - 6 6 4 5 3 - 8 5 - - - - 72 12 12 12 15 95 12 12 12 0 BS 7.5 72 12 9 7 6 5 11'-O' 72 10 5.5 - - - 6 6 4.5 - - - 12 70 45 - - 6 .5 3.5 - - - 12 10 - - - - 6 .5 4 - - - 6 5 .- - - 12 12 12 12 10 SS 12 12 12 9.518 7 12 12 8 .5 SS 4S 12'-O' 12 10 4.5 - - - 6 6 4 - - - 12 10 35 - - - 6 5 3.5 - - - 12 10 - - - - 6 5 3,5 - - - 6 5 - - - - 12 12 1Z 1. 9S 8 12 12 17 SS 7 6 12 1 7.5 6 5 4 73'-O' 12. 10 - - - - 6 - 6 - - - - 12 70 - - - - 6 4S - - - - i2 .5 - - - - 6 -5 - - - - 645 4 74"-O' 72 70 - - - - 6 5.5 - - - - 72 7 - - - - 5 4S - - - - 12 7 - - - - 5 4.5 - - - - 6 3 - - - - 72 12 l2 9.5 8 6 12 12 9S S 6 45 12 9S 6.5 5 4 3 75'-0' 12 - - - - - 6 - - - - 12 - - - - - 5 - - - - - 12 - - - - - 5 - - - - 6 - - - - - 12 12 T7 9 S 5 72 12 85 7 6 4 12 9 6 5 4 - 76'-W 12 - - 6 - - - - - 12 - - - 5 - - - - i - - 5 - - - - 6 - - - 12 12 O 8S 65 4 12 12 8 6S 5 3 t. 5 5.5 4S 3S - 1 HV BLADE OR CI) HV BLADE W/ HV. WINDOW BLADE WORKING IN UNISON* . SEE DWfAMI ar USE Fitt MAX 80H %ELT 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL. FLOOR OR SOW WOOD SOFFIT SHALL BE AS POUAM - 1/4Y TAPCOU ANCHORS„ AS A&AN FALa1RFD BY LT.W_ BUI DEX W/ E UMM ELBEW" AS INDICATED AT EALN SEC" ON SHEETS 16 & 17. D%CEFDON: SEE NOTE 2 ESLW. 2 ARMORS TO HOLLOW CCU= SHALL BE AS PER ►!SLATTING TYPE U. SHM 17 AND SHALL COK9ST OF W^ SCREWS AS PER BIDS 2012 SPECiFlfNFOHS 3, SURSIRKE SHALL CONSLST OF 711E FOU01WHG -SOUTHERN FINE Na 2 W/ 6=055 OLDS) -DOUGL S FIR W/ G•(S0 (LDS.) Nnc -SPRUCE PINE FIR NORTH W/ 0-0.43 (RDS.) -%4*CE RKE FIR SOUTH W/ C-DZS (LDS) -MOL 1/r COX PLYWOOD (1986 APA) 4. AN FYc' VASHALL BE INSVILED FOLLORWD A L OF THE IECOMMENUMONS ACID SFMMFIC ONS OF 7HE ANCH ••' ' rV_ $ TILLR TESTING & ENGINEERING COMPANY L,11 441 V F-/ = •� W S5 H.% SQL. s SK M. VldiM GARDENS, ROMOA 37 J -1'70c Fbwe : (305)871-1530 . Fax : (3W)871-1531 • * t-mc7: tlTecoOaw.c M STATE OF .'Ltr $ A WALTER A. 71WTTTJr. P.E. FLOMA L'c f 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 m 2015 FASTERN MErAL SUPPLY, INC. YrW7 ■ ■u% W7'TM Accordion Shutter System HV. BLADE #1 W/ OR W/0 RV. WP! M BLADE LAVING No 15-085 1 4'0 7A OR APCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' MT PENt7RAT10N OF THREADED AREA TO E GSNNG WOOD HEADER (SEE SCHEDULE ON SHEET 15) EXISTING LM p 2'x4' WOOD I HEADER REQUIRED EXISTING I MR gpppAIM G I TO CLASS (SEE ON �— 1 SMMULEBLADDE (DAW— ON'fM 19 FOR I Mb nn 4-A EXISTING Z.x � MIN. SEPARATION TO GLASS WOOD PLATE (SEE SCHEDULE ON SHEET I REO'D- 1r'-qr---� 1/40 TAPCON OR -TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/Y Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 1/470-2Ox3/47 S.& MAMWE r �7�/�yR SCREWS W/ 1/4 -20 NM / ' $ 0 12' O.G '�� 2'xb' WOOD B HEADER REQUIRED I 9 MIN. SEPARATION TO GLASS DUSTING A GLA55 —p —(SEE SCHEDULE ON SHEET 1 I MIN. SEPARATION TO GLASS EXISTING —(SEE SCHEDULE ON SHEET 11)— �'l class-' -I 1/4'0-20x3/4' S.S. MACHINE SCREWS W/ 1/4'-20 NUTS m 12' O.C- I TO GLAS$ �— 11 FOR i ON SHEET 19 EJOSONG I BLADES ID c rSS = a 1 WAL MIN. ril EXISTING¢ ---(SEE x '! t 1 ! 1/4"0 TAPOON OR TAPCON WITH ADVANCED TT-READFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA To E'JUSIING WOOD HEADER. (SEE SCHEDULE CN SIELT 15) �- 2'x4' CONF. SILL PLATE RW'D. 1/4.0--20x3/4' SS. MACHINE SCWWS USING 1/4'-20 NUTS ® 12' O.C. E . I ' ® WOOD PLATE 2X4' CONir�PWX ` Mn. _ 1' Mint' iv1/4'0 TAPCON OH TAPCON WITH ADVANCED THREADFORM TECHNNOLOGY W/ 1 1/2''x4CMin 1/4'0 TAPCON OR TAPCON WITH ADVANCEDSILLPLE705TIING 7/4'O TAPCON OR NOIE PENETRATION OF THREADED AREA TO WOOD HEADER. THREADFORM TECHNOLOGY W/ 1/2' PENETRATION OF THREADED AREA INTO PLYWOOD \\ TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL REO'U- (SEE SCHf11ULE W7 SHEET 15) 'Ism. (SEE SCHEDULE ON SHEEP 15) EXISTING MIN. 2xCDX� REOb. 7HRFADFORM TECHNOLOGY W/ 1/2' M-m. PENETRATION OF SHUTTER ASSETJBLY 2-MOUNTING SECTIONS CAN BE WALL FINISH 1/2' MIN. CDX PLYWOOD REO'D. SPUDS O 16' 0 CYW� REO•D. PLYWOOD TO [Tt WALL HNI ON THREADED AREATO PLYWOOD (SEE SCHEDULE ON SHEET 15) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION- (�p� \% HV WAIL SILL INSTALLATION OUSTING MIN. Yx4' STUDS N1 16' O.C. VAX. REO D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2308 OF THE F.B.C. ACCORDANCE WITH SECTION 230E OF THE qO HV WALL SILL INSTA"TION ♦ SEE UM ATIONS OF La OF V WALL SILL STA ADO— FJ3-D- BLADE W ON SHEET FLORIDA MU NG CODE (Non High Velocity Hurricane Zone ® 2015 FASEERN METAL SUPPLY, INC. * T� "LORO.: TILLIT TESTING do ENGINEERING COMPANY 6= 11W. 36M. St. S - 305. WIS M CARDDIS. HDROA 33 Phone : (30)871-1530 FED[ (305)671-1531 e--rrtol tjt".Ij.1 EB-0000719 WALTER A TIWT Jr. P.E. FIDRIDA LiM f 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 LYzw-n ■ ■ Nam "w TM Accordion Shutter System H.V. MAX #1 W/ CR W/0 ITV 1MIDOW RAM AWING No 15-085 am 1/4 4 TAPM OR TAP{AN WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Kn. PENETRA710N OF THREADED AREA TO EGS11HG WOW HEADER. (SEE SCHEDULE ON SHEET 1S) SOP TONAL I I i�f � 1 HEADHEADE G INN 2'x4' ER REQ'D GLASS MIN. SEPARATION TO GLASS 1 (SEE SCHEDULE ON SHEET 1 1/4'0-20x3/4' S.S. 1' PHILLIPS TRUSS HFAD :IF MACHINE SCREWS W/ 1/4'-20 NUTS 0 12' O.C. 0 HV "WALL HEADER INSTALLATION 1— W S,{F{T 4 TOR mLGL SHUItl1i ASSElI6LY 2-HOUN Y o 5L ff S YAA BE ATION.ED Rt AHY Wnr ro stm Axr mLSTAL1ArOH. 1 MIN. SEPARATION TO GLASS F)IS,WL �(SF SCHEDULE ON SHEET 1 LASS—� WALL a 1 1 7TT t tT_ Fl �� 1/4'0 TAPCDN OR !!m .00P :' TAPCON WITH ADVANCED PLATE is THREADFORM TECHNOLOGY 1 .i:. W/ 1 1/2' Mim. PENETRATION _ OF THREADED AREA TO DUSTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) Max. 1/4'0-2Gx3/4' S.S. 4'x8' (LIn.) EXISTING wowBEAM REQUIRED. STRUCTURAL ADEQUACY - OF ID=Nc WOOD eEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/4'0 TAPCON OR TAPCON WITH ADmm= THREADFORM TECHNOLOGY W/ 1 1/2' Vim PENETRATION OF THREADED AREA TO EXISTING WOOD HEAOER. (SEE SCHEDULE ON SHEET 15) 1 EXISTING 1 GLASS I I -J 1 T I E705TING GLASS 1 I I I I ©� 2'x6' MIN. WOOD —1 DECK REQURNED (N) FlNLSH ALLOWED) EDGE OF DECK IF APPLICABLE 42L 1/2' 014x3/4' S.MS. — 0 6' O.C. or 1© or 4 I 5/16-0 LAG SCREW AT CENTER OF TUBE. EXISTING i MN 5 CI GRASS I Mum _1QOR 1°FM 0SHE u #IW/4• FIE( WASHER HEAD TEN SCREWS 0 12' oz PHIWPS TRUSS HEAD 2r •�—�� MACHINE SCM,?S W/ 1/4'-20 NUTS 1/4 0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 6 12' O.C. TECHNOLOGY W/ 1 1/2' Mm. PENETPARON OF THREADED 2' MIN. AREA TO F70SONG WOOD HEADER. (SEE SCHEDULE ON SHEET 15) • SEE MIEVIONS OF USE FOR 3 RL"ON SHEET 19 W N FLOOR INSTALLATION rE7� /7TIr ' -O'• � `fir *� TTLLIT TESTING & ENGINEERING COMPANY ATI��UF 9 , D 63% i W. 3sta. 51, St.. 305. VMM GUMM. FLORM 33 Phone : (305)871-1530 . Fax : (3D%671-1531 bl�opdoleam \�` /QNAL EN `` �: to W A. P.E. SE URE/DATE FLUTED& L1<. g 44167 (fF APPLICABLE) EXISTING WOW TRUSSES OR RAFTER 0 24' O.C. REQUIRED EXISTING SOFFIT Mma THK -4k4z1/8' CONr. ALU6t TUBE (6063-T6 ALLOY) W/ or ©Or Q (3)5/16 0 LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE RAG SCREWS AT NDWDTH OF EXISTING WOOD MEMBER. (2' Min. NOMINAL WIDITN) W/ 2•."It PENETRATIOD O THREADED AREA VALID FOR INSTALLATIONS WITH 72psf MAX. AS.D. DESIGN LOAD AND s'-D' MAX WAN_ THIS INSTALLATION IS ONLY VALID FOR WOW W/ MIN. SPEISFlG CR+AWIY OF OSO AS DOUGLAS ®O FIR OR SOUTHERN PINE No. 2. OR EQUAL HV CEILING INSTALLATION a•1- • � A a •m II 11 II h.� OFV� l— DECK ff APPLICABLE 1/4-0 TAPCON OR TAPCON WITH ADVANCED _ THREADFORM TECHNOLOGY W/ 1 1/2' E6n- 2 MIN. PENETRATION OF THREADED AREA TO EXISTING WOW HEADER (SEE SCHEDULE ON SLEET 15) QX HIV WALK —OVER INSTALLATION A.S. S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 EDGE OF DECK IF APPLICABLE 2015 EASTERN MEFAL SUPPLY, INC. v�re» r WU ee V TM Accordion Shutter System KV. BLADE #1 W/ OR W/O M. W1NO(1W HAX i I ULD 1T-TBZ 4/13115 OATS 4/13/15 3 DRAWING No 4 a 15-0o5 I xaw snws— [As as•1"WE) .�1 oa6DDc �� END INSTALLATIONS n HV BLADE OR IAWINDOW BLADE INTO 2"x4" MIN. WOOD STUDS MK W000 snms f� rw Am W= _AO ITIPI =Hasa a s• oc. - ,/Y lfaa fm1/r "S. ' OR 0' END CONNECTION DEW �,1 Kerc .yl •. S'�I:1. tit 0 /tOat/2' SUS 1 1 OtG OG - _ s� Dm L x r 1 OR ®- SIDE afN f ro 1PxJ¢ END CONNECTION DETAIL U a�mfc 1/ta rAacul uawa jftr UN. a16 �C r'ET2lRnlfm a 1r oe 1JT URL 100R carol r=s �. .aDo sows rsEDv. - -.at yl•..�11111 !IWE A. 1/r 19M DETAIL TILLIT TESTING do ENGINEERING COMPANY 6355 &W. 3lAA. Sty Sb 305, 141GR4A GUA@S, aAtOA 33 Phone : (305)871-1530 . Fa : (305)871-1531 e 03: tm co®ade ®-0005719 WALTER A. TILUr Jr. P.E. RMCA Ul f 44197 1/r M PL1 =- 1 .ox 1• we r usx �{1 r"W3 {Z7•/t s w�cbs �ma ro J .d16 1' 0.4SLa01TE A 1 anC]l � Dr a) t A.S.S.A. American Shutter Systems Association. Inc. 4268 Westroads ,(3fave West Palm Beach, FL 33407 re 0 sows. — T la GA5 t OR YJ• 19-e9• ws�V•F9- END CONNECTION DETAIL • r6nfm+m star tars seu¢ as�1m lratt t7-a• 1 SEE L]Mf�(ATIONS OF USE FOR EM!)E MrDON SFffEf 19 CK(Non High Velocity Hurricane Zone ® 2915 EASTERN WrAL SUPPLY. ING BEWMA HV T, Accordion Shutter System KV. IAAOE #1 W/ OR W/0 KV. WNDOW BATE -1. K, DFS w7m DALE I DRAMW t31: fu_ 1 OLD 11-192 4/13/15 DATE: 4/13/15 Z DRAWING No 9 5-085 ELEVATION Mix �A"UN m CLOGS fDK1511NG GLA55 ASIDE SMULE ON SHEET 11 FOR BADE(D AM ON IRS SFiFET FOR --------------- WOES Ql & SYMMOW& commuATES W/ 2 OR OMID W/O(SEE ROLE 4 ABOVE) PIAN TYPICAL In HV BLADE WORDING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* N.T_S. TIWT TESTING do ENGMEEWNG COMPANY STATE OF r Gxs xig. ss n. s1, sm. 3m, vwm4A GA m m noF D 33 Pb=o : (305)871-1530 . Fm1 : (305WI-1531 '••f=j4`�,4�`�C rmR: 411emOoicmF1OR 10 •i`\���Co•••WALTER A TRLIF Jr. PEy4h AA.11AT))Yc An ATC FLORM liC f 441M 1. MAX. AS.D. DESIGN PRESSURE RA1WG +110. - 110 pxj. 2. MAX SNUFFER SPAR Or 3. AL DWED VOUNiRrGs A. D. G & H ON SREEM 6. 7; AS WELL. AS MOUNiNGS M. O T. U 2&7 W ON( SHEE S 16 & 17. OILY COMYWATES 6 ARF" Daum ACCESS smE or ISTA Sl1fIETi5C,4_ OR CwNa.JCw ONLY AT UYOI7f ARE � NG CENFER 5. (A) W WINDOW BLADE ® SHALL ONLY ALLOW A MOWN OF 5 OPENINGS WO HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHEEC 4. (8) WUL MEARANCE FROM TOP OR BOTWM EDGE OF W WINDOW RARE 1O OF ANY 316 HOLE FOR ® SMALL BE IV. (C) FIRST OR Loq BLADE CONING OUr FROM MARIFRS AT ENDS NAY BE EN WINDOW BLADE 1Q 1 (D) w WWDaN BIAOE 1ONUST BE USED ALTERNATE TO A saw FN uADEQ7 THROUGHOUr 9 4M S WIDTH. BCQQMIITES SWLLL N�AIS BE RbTALL D ADJACENT TO A SOLID FN IADEQ)AT OTM SIDE OF THEY. (F) POLYCARIiOALaE HY WRAOW ®SHALL BE RKTAIIID SO WA TABS FACE THE INFERIOR OF TIE OPENING BEING PROFEC10- FN WIDOW NON MUST BE ONLY INSTA M AND LOOKED USING A W SWING TOO. PROMED BY ASSA. INC. 8. SEE ANCHOR SPACING SCHEDULE FOR INSPWTIONS INTO WOOD FRAME BUILDINGS ON SHEET 15. AS LODrED BY BAN AND DESIGN LOAD (SEE NOTES 1 R 2 ABOVE). 7. SEE ANCHOR SPACING SCHWULE FOR DWALIMTONS INTO POURED CONLTEiE OR CONOME BLOCK WALL ON SHEETS 12 & 13 AS LDARED By SPAN AND D£SIGY LOAD (SEE NOTES 7 & 2 ABfNE). S. MINIMUM SEPARATION TO GLASSSCIFDULF, PER ISM E-7996: WIND ZONE MIMMUM SEPAR)M N To MASS 1 THRIJ 3 1' 4 6.25' _ RWDA _BUILUNG CODE (Mon High Velocity Hurricane A.S.S.A. American Shutter Systems Assoclatton, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ® 201s EASLERN ►(ETAL SUPPLY. INC. YrW1 ■ "P% n w TM Accordion Shutter System H.V. Ti M $1 Wr OR W/o KV, WM W RAVE AWING No 15-055 Min• .v . A-653 GRADE 40 .��•'„ kU MI. -6c-6 a GAM STEEL Min METAL STUDS AT 16' O.C. - yaj ' - O = o 0 163/3/45: 6 1/4'x CAW THM A6e.; 43C 43a 0 e M C.V.Y. STEEL TRACK CHANNEL , O 67 O.C. O 6' O.C. P " ASIIL A-653 GRADE 40 IGn. Cr60 1 GAI.YANDFD FASTENED To sTUDs 1 W/ (a) Next/2' Ttx SLwErvs ON ENISRN.G FINISH IMHaoR & EVE7MOR FILE AS APPUCABlE 1o_4671R[�7 6 1/4.-x OA35' THICK Min. W. STEEL TRACK CHANNEL. 353 GRADE 40 IFn- C-60 v FAsmim TO STUDS %x1/2• IEK SCREWS ON & E7REROR FACE MIN. SEPARATION TO (s SCHEDULE) � D.C. 1 \ O INSTALLATIONS WJ (D HV BLADE & HV CENTERMATES INTO METAL STUD WALLS r GENERAL UMV IVY CUNQMQNS Of USE FOR BERTHA 1 HV BLADE ACCORDION SHUTTER SY REM INSTAI! ON TO METAL SWE) WAL 1 S 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: 8 ON THIS SHEET. 4. ONLY ENiERMATE 21 W/ 24 HV LOCK ARE ALLOWED WfiH 21 ARRANGED A Sh ETRICAL LAYOUT, USE O (2) 3 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF CENTERMATE, k'I BLADE SLACK DEFAIL HVF IS ALSO VAUD FOR CENTERMATE 21 APPIJCATION WITH BLADE D ,6i 1 1/2'x O.D."><i' THICK VAWE'S.` I ® 6= O•C- Wtr ASTAI A-&53 GRADE 40 'K'.'•'..J A6n- G-60 CdY. STEEL'• - =1 MS WALL HEADER/SILL INSTALLATION METAL STUDS 0.0. AT 16- C DS 1 n. '= It— — — — — — — — — % _ LIXISIING cLA,s _ A ---- �. , SYMMETRYCAL _ = 77 SYMMETRYCAL 43a 43b 43a ::__ :. T . CENTERMATES W/ •., :.: ':r'CENTERMATES W/ j =: -�- ��. -,EXTERIOR ACCESS S10E:, :.I .INTERIOR ACCESS SIDE-";� �. IN 3 (6'M-n•) 1 21 _ 21 1 21 y + i 2 (6" Min.) 24 1/4'(Typ.) (coot) i/2" (Trp �. . A .M BLADE D�AILHVFD�AILHVF HVC ........... 1'- '* S� . -\ /707 TILLIT TESTING & ENGINEERING COMPANY 63M Nfi .W. W . SS SW. M% %W to GIJWC, NDROA 33 • _ Phme . (306)671-1530 . Fax : (JOSWI-1531 ��i� Fs �• �,�� �.� WALTER A 7KW Jr- P.E.'.E �'' t �4ATRRE�/tU17E FLORIDA Ux f 44167 WIND ZONE ASIM E-1996 SEPARATION TO GLASS 1 THRU 3 1' 4 4' NG FINMH AS APPLICABLE TOP & BOTTOM) 'sEE1 1/2' MA)L SLACK Ill [l A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ® 1Xv NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY OLENCRI + 1' ® 1 XO-20X3" BOLT MUST PENETRATE @G 1" 1373' a L .250 1-- .050' m ill nT— /470-2�REAOS ® 1 /4 0 ELCO CONSTRUCTION P3QQUCiS FAD—LOK HD COMPONENTS SCALE: 3/8 1- ON LOCATED AT 12 W HEADER/SI ENDS VIEW -Y SIDE CONNECTION TO TRACK ,n High Velocity Hurricane 2015 EASTERN METAL SUPPLY, INC- Accordion Shutter System I{V. LADE #1 W/ CR w/o TLV. WNDW BADE 1 I OLD 11-192 4/13/15 DALE 4/13/15 a DRAWING No 4 15-085