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HomeMy WebLinkAboutPLANSi a 1_ 1. SOUNA ILY, ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EMMITON DOMAWn (P.E.D.) FIAS BEEN vERiFlED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (51h EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHATTER SYSTEM SHALL NOT BE WSTALLM AT HIGH VaDCRY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENIMED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL DE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A D-) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SWILL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MUL71PLYING THEM BY 0.6 IN ORAERTO COMPARE THESE W/ MAX (A.") DESIGN PRESSURE RATINGS INDICATED ON SHEETS it THRU 1% 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED., AS TESTED, WERE NOT OVER STRESSED. A 33 X INCREASE IN ALLOWABLE STRESS FOR WAND LOADS WAS = USED IN THEIR. . ANALYSIS. HDWEVET, A WON DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V. ACCORDION SHUTTER SYSIEWS ADEQUACY FOR WIND AND LARGE MBSSL.E IMPACT LOAD WAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS . -HV BLADE M #0214.01-03. la7l&01--03. #1004.01-M. /1214.01-M. #0317.02-D6, 10609.01-10 AND #0210.01-11 AS PER TAS-201• TAS-202 AND TAS-203 PFJDMCO1S AND ASM E=1666 AND E-1995 STANDARDS (MISSILE LEVEL D. WDID ZONES 1. 2 & 3) & 0122041-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MI59LE -HV WIDOW TRADE ® J0505.01--08 AS PER ASTM E-1886 AND E-1096 (MISSILE LEVEL D. WIND ZONES 1. 2, 3) BASIC PROTWnDN ONLY AND f 0725.01-M AS PER TAS 2.02 PROTOCOL 2. W BLADE 0 AND HV WINDOW BLADE ® ARE EX7NEERED 70 WORK IN UNISON WITH MCH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERDiA H.V. ACCORDION PINS (NV SCREWS). USED AT BLADES R NUCOE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x2-75' AND $14x7.75' RESPBCTNELY, 410-HT MKWUM seta STAINLESS STEEL SCREWS WITH 135.0 W YIELD STRENGTH AND 180 W, TENSILE Sf(&NGTIH. PINS SHALL BE COATED WITH BERTHA FAR DACROSHI7.D COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMETBCAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE W MAMNG ON THEIR HEAD. 4. ALL AWMINUM DORUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-16 ALLOY IS 30.0 ks AND 35.7 Iisi FOR 6005-TS ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 3O4 OR 316 AISI SIRES OR CORROSION RESISTANT COATED CARBON SIM AS PER DIN 50DIS WITH 50 k i MN. YIELD STRENGTH AND 90 LsT MIN. TENSILE STRENGTH - AND SHALL COMPLY W/ FLOWN BUILDING CODE SECTION 2411.3.1.4. S. BOLTS TO BE ASM A-307 GALVANIZED STEEL. OR AIM 304 OR 316 SERIES STAINLESS STEEL WITH 35 W MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECFlCATIONS: W BLADE 01 : 12.13,14.15 AND 20 W BLADE 0 & © WORKING IN UNISON: 12. 13 & 15 e_ 7H6 RERHHA H.V. ACCORDION SHUTTER SYSTEM BFARS A US. PATENT JS-n9.582 COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY US. PATENT J6.458,179 ISSUED TO EASTERN METAL SUPPLY. INC. - S. T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VMFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED To INSURE PROPER ANCHORME. CONTRACTOR TO SILL/CAULK ALL sHuTTER COMPaNENT EDGES WHICH Ram, THRU FASTENING IN comma U5 CONTACT WITH THE BUILD= TO PREVENT WND/RAN IVTRUSION. TO. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRCANE WARNINGS HOME OWNER• TENANT, OR OTHERS• MUST PROPMY CLOSE ALL HV AND NO CEHLERMMAIFS AND ENGAGE OR LOCK ALL W AND RD LOCIM 11. SHUTTER WNUFACIIIREYS LABEL SHAD. DE LOCATED ON A READILY VISIBLE LOCI = AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.&3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPINING. -LABELING 70 COMPLY WAIN SECTION 171OA2 OF THE FLORIDA BUILDING CODE 12 BERTHA H.V. ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL. COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED 6Y THE JURISDICTION WIRE PERMIT IS APPLIED 70. 13. (a) THIS P.E.D. PREPARED BY THIS ENCNE ER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SEIECWN. PURCHASE AND INSTALLATION NC.UCNG LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.E.D, PRONGED RO/SH5 DOES NOT DEVIATE FROM? THE CONDITIONS DETAILED ON THIS DOCUMENT CONSRNUCTKW SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. (e) THIS P.ED. WILL BE CONSIDERED Mall) IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROTECTS SHALL BE PREPARED BY A FLORIDA RECISTIE REDD ENGINEER OR ARCHITECT WWCH WILL BECOUE THE ENGNER OF RECORD (EO.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR 71E PROPER USE OF THE P.E.D. EM,4NEER OF RECORD, ACTING AS A DMEATED ENGINEER TO THE PEED. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL. P.E.D. SWILL BEAR THE DATE AND ORIGINAL. SEAL AND SICRATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED ff. ' n iT .`yJ� .• ... r l�f I 1 UCEi�' v�S; REC%#EIVrED IL EC O mc, TILLIT TESTING & ENGINEERING COMPANY MAR 2 7 2017 -7'0` hoF,,. ='' &TI NR 36.h• . St. St. :AS. t9IGI8A COMM FL(iRM 13' ' s Phase . e ml 6TFsco9aol. 1-1531 PERF1AJTTING '.�� aS'/ r\� ��`� ER-=6719 St. Lucie County, FL A"0,,,�Nq l•L1'. tAY�` WALTM A TH= Jr. P.E P.E. SEAL/�i�1�iNRE/DATE IMF" ua i N4167 TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21 37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-" SHEET 4 TYPICAL WRNDOW BLADE & WINDOW DETAIL AREA 2: HV @I &M (1) AND HV WINDOW MADE(� [WHERE ,;APPLICJ�LE) TYPICAL SHUTTER El"ATRON & NOTES ON LOCKS SHEET 5 INSTALLATION Dams A-F, coNCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENIERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD STREET 15 INSTALLATION DETAILS M-R, WDOO SHEET 15 INSTALLATION DETAILS S-X. WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SEEEr 18 TYPICAL SHUTTER ELEVATION SHEET 19 i _ xl i1 �1�i}L 1 � • THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American buffer Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Non High Velocity Hurricane ® 2615 EASTERN METAL SUPPLY. INC. Accordion Shut FLV. BLADE #1 W/ OR W/0 RV. 1 I OLD 11-192 4/13/15 DATE 4/13/15 s DRAWING No 15=085 i County TOR Vfi m W SLAM 49 b o m � • y - c 1 .36s- .BSY 4.999' UNDER US PATENT # ON SHEET 19 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER Q�i1 HV CEILING HEADER FIED FOR USE W/ HV BLADE(i)ONLY. SEE SECTIONS FOR VALID 6053-T6 ALLOY AND TEMPER X X YMN.t r 1 T O6z' 1� SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE Q 6063-76 ALLOY AND TEMPER OHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE I 6005-T5 ALLOY AND TEMPER 3.226' 1500' .065' CTYP-) 489Y (j)HV ADJ. ADAPTER W/UP QUALIFIED FOR USE' W/ HV BLADE QT 6063-T6 ALLOY AND TEMPER 1® .yV HEADE SILL QUALIFIED FOR USE W/ HV BLADE DONLY 6063—T6 ALL01x' AND TEMPE ALUMINUM ANGLES QUALIFIED F0k USE W/ HV BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER ® HV DIRECT MOUNT QUALIFIED FOR USE W/ HV BLADE I n 6053-TG ALLOY A TEMPER ®HV WALK —OVER TRACK QUALIFIED FOR UySE W/ HV BLADE)) (11 A 6063-T6 ALLOY TEMPER 13 HD CEILING HEAI QUALIFIED FOR USE W/ SEE SECTIONS FOR 6063-T6 ALLOY ANDS COMPONENT A B T1 72 Q 2- 5- MAX- 1/6' 1/6' 16 2- S- MAX. 0.192' 0.192' 19 2.5- 7' MAX. 0.190' 0490- ® 2- 5' MAX- 0.139' 0.131' �gENSF *- ; y`�I. s/�'� •' *' TIUH TESTING & ENGINEERING COMPANY SB OF : c� TA ••• � •:,,,off OM NA M.U. St, .a,. M. VMM cam. TIMM 33 PMm : (305)871-1530 . Fmt : (305)B7/-1531 .•Fcoso : .� �" 9,t� oil risInNiA1 ��;Aw WAL7Q2 A RWf Jr. PE P.E. I/6!(iN111'i��2MATE FLORIDA u� a +4iU7 � t4 OS HV WZ18D' STARTER QUALIFIED FOR USE W/ HV BLADE 1 6063-T6 ALLOY AND TEMPER (9)HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE 01 ONLY. 6063-T6 ALLOY AND TEMPER 14 HD WAIL. HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 1� ONLY. 6063-T6 ALLOY AND TEMPER X I Y I t 2' 1 2' 0.125- ,r 1 3' 0.090' 20 CORNER POSTS Q ALIFlED FOR USE W/ HV BLADE tO 6063-T6 ALLOY AND TEMPER Am&S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 1� HV RAINGUARD QUALIFIED FOR U,`�E W/ HV BLADE ( )1 6063-T6 ALLOY N7D TEMP Hurricane m 2015 FASTERN METAL SUPPLY- INC. H7 Accordion Shutter H.V. BABE &1 W/ OR W/O H.V. VI N 1 OLD 11-192 4/13/15 OATS: 4/13/15 2 DRAWING N0 15-085 :y n� IiLR�RLRAIM1c AW FOR usE W/ HV BLADErtr 1� ON HV FLOATING CFNTEgMATE 6o63-T6 aLLOY�D EM�EM ED FOR USE W/ HV 13LA13EQ (} ONLY GD63-TS ALLOY AND TEMPER It LAI PLAM cFRIXRr ELLVA110N 2n7 LOCKER- F_OR OTO LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEQONLY 6063-T6 ALLOY AND TEMPER "N K CEI AV QUALIFIED 6FOR UALLOYI/AND TBLADE ( ONLY �I ,� h_.Ila;.._ - .• /ham_ 3' ® LOCKING RODD QUALIFIED FOR USE W/ HV BLAI 6063-T6 ALLOY AND TENFd 6063-TG ALLOY AND TEMPER �CdRN�R CEO DUAUFIED FOR USE W/ HV BLADE 6063—T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063—T6 ALLOY AND 11 0" a�oo-.a wuuw.0 c t1/2' m 375 o t/a'o ® by/8'0-16 CETAL(IERIES—S.S. s u -..- -- _-- _....................•ram QUAUFlEDFOR USE W ,•`" Q- • • JCtct�a� ` IL ECO0 * T. `�[ l• �•� + TILUT TESTING & ENGINEERING COMPANY 6WS N.W. 3M 6t., SIM 305. vJ GM OAlrOPRS. Rom 33 .O •- FY nRIOQ" •..� Phone : (305)871-1530 . Pax : (305)871-1531 F••..SSIONAL ���``Ei6a 000137aLt9 taro .....- a-mmL 'I'Yllll/lllll\LU1\\\\�` WALTER A. TUN Jr. P.E. L.E SEAL/SIG NATURE/DATE T1rnnA Ur- /µto/ ENAMEL m n & KIDS (Oft MAIM) ® HV LOCK ®! QUAW W/ BA®DE0& ONLY.HV QUAUFlEO BLADEI ONLY0• °D• t6' te' PUISDC HEAD 2 . MOLDED TO m N SCREW . 60" AFTER RIVETING BEFORE RIVETING m 1 /4".L-20 x 3/4" 1 /4"O-20 RMNUT# " S THUMBSCREYI► N " *SQtItS 9444 ALLMIaM (2o24-T3 AILOY) LARGE FLANGE lIN1 Y SHEEY Nl1TMU. PART / 0820. AS LMUFACIURiED BY AWIEL CHERRY TWOM PArswPem, NEW ZREV 07054 OR LOC EAtAL 2MATE HV 'Tn LOCK ® HV etTFRNATIVE K QUALIFIED FOR USE QUALIFIED FOk USE W/ HV )NLY W/ELV 13LADEG)ONLY. BLADE 1 ONLY. -�M O D m n m o o O o SO4 B� `THUMERURN CYLINDER OR KEY caiN0Et _ 0.675' 16n. 1 .126" UwL �1 ® s.D LOCK BY REGENT HARDWARE MOROSE LOCKS SERIFS 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE iQ & QA R-ORIDA BUILDING CODE (Nan Nigh Velocity Hurricane ® 2015 EASTERN METAL SUPPLY. INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Accordion Shutter System FLY. BADE #1 W/ OR W/O RV. WIFDW BALE AWING No 15-085 SHUTTER ASSEMBLY SCHEDULE FOR HV Q HV Q HV BLADE i ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHF-R CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL 0.188"0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ $8 HEAD ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANr HV WINDOW (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV ® BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF 0 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ H BLADE WHEN CORRESPONDING TO INSTALLATION "11 ", SHEET 7. (3) HV PIN (@ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHE SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL SHEET .S. Al )R F �,:'-•.�C� ;'/ ITT = Oct �LTE"O,l,c. TILLR TESTING h ENGINEERING COMPANY a• . ATE C • OF mss M s. St- S • 305, VMM" O.RI&7m F R 33 Ptme : (SOS)9'71-1530 . F= : (305)971-1531 rM o0W.RPl1: `� Fs ._ ORIDp : ���� ��/¢aqN.,A,'�L m-� ENG�����` Wwoe A. nun Jk PE P.E. Jr1iGI 8 §I A�URE/DATE FLORA u� ule7 BLADE'S KNUCKLE (n'P) 44 2 7/9' INL I% HV WINDf SWAM,& BETWEEN BLADE OPENWS - Lj t 5 ON G M5• 1875' R FRgOE .0625' .0625 .0825' C I4'DIf, ' fi�� !• •! _ lr 1 *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12' 4;c' RESINS, UV -STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR TPi,PJL PROP99M APPUID SDICAM RE9Li RFFFfdt SPECMC 191AM Am lmz QW R,ld 0.00 0.ra Argms M: 'IBME 7 SfMi 1 AM 6B SAW P-.L 9.5w pat. FLiK Rt1L WRF%CfH AT TM ASTM 0 9 1]SR0 psi 14400 p L nouRAL u00lus ASM R 3mP- .L 315,000 pat KOTC99 COO (Sly O236 18 F( t. 17 n-w. SLIM Rumrc ASTM U7R13 a2 Z fits x w RAZE Or BL B A" VM C-1 CLASS Pl CLASS SELF xiMM ASM 01970 1010'r BAD •F ASTM CASS 1Fli:tE SBiQiGRi ArIFR &-M 08 SM Psi. W40 Pit. 'lRJ$E SIRFg Bf;ORE liAlltEldtlC ASM we fi161 P.L 8 P.L A.S.S.A. American buffer Systems Assodation, Inc. 4258 Westroods Drive West Palm Beach, FL 33407 ® 2015 EASTERN METAL SUPPLY, INC. H.V. MADE #1 W/ OR W/0 H.V. 1 OLD 11-192 4/13/15 MM- 4/13/15 DRAWING No 15-085 0 I �Illl��ll�i u SHEETS 10 & 18 TYP. FULL H8GHT. rW *� DO OF CORNER CE1NTERMATE *NOTES ON HV LOCKS AND CENTERMATES: 1. MAmx W CONDMO i t- ONE FN LOCK ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BEJ,,OW �2 OF SHUTTER SPAN FOR SPANS UP TO 7057. AND FOR INSTALL�710NS�T ANY ELEVATION. HV LOCK P� or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 OR P CENnU MATES 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 SHUTTER ELEVATION. 2 OWN •IF DESIRED. FOR BETTER PERFORMANCE OR FOR SIDURffY PURPOSES. UP TO TWO HV LOCKS OR qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTIDN OF LOCKS TO CENTERMATES OR 0 SHALT. BE AS INDICATED ON NOTE (1) ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. �2 6 LCC., W/IYIO H V L1: LOCKING RODS ARE NOT REQUIRED AT LIRRICANE POSITION. BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PETTED LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION - ONE RV LOCK 0 ® BE UStD AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK i or San I USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO ®CORNER CQNTETTMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD SS. M.S. TWO LOCKING RODS AT TOP & BOTTOM SHALL BE I15ED. LOCAION OF LOCK S}NLL lTE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SMALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 1.2 5. 5ft• ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF FIV LOCK or FOR ANY SPAN.AND MST ONS AT ANY ELEVATION. AL TE LOCK 0 MAY BE USED AS AN BE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-20x3/4" S.S. THUMssCREW To ® OR ® C£MERMATFS SHALL RE MADE W/ 1/4'0-200/4" ALUM. RWNUT AS SHOWN ON SECTION LIVE• SHEET & ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. s. uNNKu #I Ea KEYSLONE MOUNTING MT&LAWN& ONE HV LOCK ® or 0 or ® SHALL. BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BLOW 1/2 OF SHUTTER SPAN FOR SPANS UP To Or. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or ® or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED To 0 or ® sYMMELRICAL CENIERMATES 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 ® W/ OR a TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV wr LOCKS AND CENTERMATES: 1. �ONE ALTERNATE 'T' LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR 0 FOR ANY SPAN AND ETV ALLATIO AT. ANY ELEVATION. AL TE LOCK � Y BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHMENT OF LOCK Qq INCLUDES USING REINFORCING LOCKER . AS SHOWN ON SECTION FM. SHEET 9. WHICH MUST BE CONNECTED TO cwro mms ® AND ® W/ 1/410-20 x 1 1/2' LONG SS. THREADED BOLT W/ 7/B'0 x 3/32" WINGNUT OR W/ 1/4"0-204' SSMS. INTO A 1/4'0x 5/8' RBMUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY. *NO HD LOCKS & CENTER /� 1_ LED IfYYf w/ Oro comet m=(34 OR W4 ONE ALTERNATE HD LOCK (3� MAYBE USED IN LIEU OF HV LOCKS �3! OR Qy FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK 0 MAY BE USED AS AN RSDE OR OUTSIDE LOCK. ATTACHMENT OF NO LOCK 0 TO (@ IS W/ 3 18 x 3/I' F.H. SS.NFS S.. AND INCLUO REINFORCEMENT INSERT ® AS SHOWN ON SECTIONS HDB-HVB AND'HUC-HVC. SHEET 10. LOCK MAY BE INSTALLED AT ►IDSPAN OR 12' MNDMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ® LS COMPLEIFIY OPRONAL fL(A(NA NILWltli =L Ilon Iligh Vel=ty eumcane Lone E ' ' _ _ _ y a = STATE OF r O•? "'r�`\T IL E C O INC. _ A■S■S■A. American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 0 2015 FASTM METAL SUPPLY. INC. BERTHA HVTM Accordion -Shutter -System- H.V. BADE #1 W/ OR W/O KV K1N M BLADE TIl11T TESTING &ENGINEERING COMPANY sSSS Nw. Mfn se, sta ms, vwmm cruxes. nowA 331 Ehwo : (3M)871-1830 FED:: (M5)Bn-1531 a mmt taLeoavQolcem YUVTERA E13-0006710 PE F<DRfBA ua g .a1s' DLscx F„a, WE DRAWN BY: Mu. f OLD it-192 4/t3/15 a/13/15 s ;DRAWING NoOR�1 -085y �9_'•. :` .......EG��� ONAL ���`s SNA MOWRE/DATE a�ssi OF 20 TP.E. s R CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) MCANCHORS POURED -(SEE ON CONCRETE ONC� SHEET 13) RE0 © 8 FIXt (sEE e®urmxa®aN �T 7) w oPnONAL . SEPARATION TO GLASS SCHEDULE ON SHEET 1' i OR ®� I M111 SEPARATION TO GLASS "TSFP SCHEDULE ON SHEET 1' �fl�f1� OPTIONAL 1/4"9-20x3/4" 5.S. MACt9HE SCREWS USING 1/4r-20 NUTS 0 12" O.C. Mo Max_ POURED CONCRETE OR CONCRETE OLD REQUIRED 1/4"0-20x3/4" 5.5. CONCRETE ANCHORS MACHINE SCREWS (SEE SCHEDULE ON W/ 1/4 -20 SHEET 13) NUTS ®12" O.C. MIN. SEPARATION TO GLASS EE SCHEDULE ON SHEEr 7' © HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS r.E SCHEDULE ON SHEET 1' OPTIONAL CR Q 1 D� �__ 1/4"D-20x3/4' S.S Min V�`'l F'F9LLIPS TRUSS HEAD 1/4'0-20z3/4' S.5- PHIWPS MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEM MACHINE SCREWS lN7CRETE ANCHORS 1 18 i" 7/r-20 NUTS a t2- O.C. POURED C(�HCRETE (� SCHEDULE ON W/ 1/4' 20 NUTS o le O.C. (SEE SCHtDULE ON SHEET 13) �'R• OR CONCRETE BLOCK SHEEP 73) POURED CONCRETE REQUIRED AL' REQUIRED HV WALL SILL INSTALLATION OR CONCRETE BLOCK ORS (� �f7� ON FO HV WALL SILL INSTALLATION POURED CONCRETE SHEET T4) OR CONCRETE BLOCK WALL REQUIREDO HV WALL SILL INSTALLATION NOTE FOR COMBNA31ON OF SEGRGNS, INSTALLATION _ DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER 4' I- D. - EDGE DISTANCE ♦ SEE UMTTATIONS OF USE FORASSEMBL© H Y BLADE 2- MOUNTIY NG SECTIONS CAN BE COMBINED (SEE SPECIFlGTIONS ON SHEET 13) BLADE ®ON SHEET 79 IN ANY WAY TO SUTr ANY INSDU.LAMON. F ( DA BUADWNG CODE (Non High Velocity Hurricane Zone •p; `S A OF — T1Ltt1 TESTING a ENGINEERING COMPANY EW N.W. 1 ST., st 3m, 71Di4ACA GARDENS. noRm 33 i luniv. :tom? . Plane : (305)B77-1530 . Fax': (305)9/1-1537 74rIP ZONAL1uN`���``` P.E. SEALJ�f6MJRE/DATE WALE L97 A:S:Sm-A:-- American Shutter Systems Aesodatton. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 ® 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM --- Accordion Shutter -System ITV. aADE #1 W/ OR W/D RV. WMWLt RAM V. Ht DCKRtMON DATE Q15—OZ85 I OLD 11-192 M13/1s POURED CONCRETE REQUIRED CR roans (� ss&uae al s Er 11 Rat SAW 000 al Yfft 19F moose •r •.A' as ` AMIEM OM1 Il % 10 FOR ImEsMl® -- 1QOR ®a EXISTING CLASS /1Ox3/4- HEX WASHER HFAD TW SCREWS O 1r O.C. CONCRETE ANCHORS (SEE SCHEOAIDODULLLE—ON SHEET 13) STAB F APPUGBLE ® HV FLOOR INSTALLATION t =UMW LnAT HEAD CCNCRE)E ANCHORS (SEE SCHEDULE ON SH lT 14) �i HV WALK —OVER INSTALLATION OF IF 'llljlw— FIAT HEAD CONCRETE ANCHORS IICIEIE (SEE SCHEDULE ON SHEET 14) OURED 11 .�tENCH INSTALLATION VALID ONLY EDR UP TO 4.70. -75 PSF A.S.D. DESIGN PRESSURE RATING k FOR SPANS PER SCHEDULE $3, SHEET 11 CONCRIE E ANCHORS F—paTo ga I 1 1 O t/WMIMS O LI XX SHEET 15) TMOEUY OR 1/4-0 FORERSEXISTING-4 I 1M/ x4 7 G u GLASS nO� gMSN WpW 1 3/4- WL 80MMENT 0 6- I (SEE SCHEDULE 'M HT 1)I O EXISTING O s I I III I "I (SEE Soa6mE f O I Or- FOR UP TO 6•-W SPAN AAO I i G I I 1 1 1 I 4 O.C. FOR SPANS LARGER 1RAN I -I •1 ;E I 1 1 A To e-1 I i i i i (71'P.) (5EE HOLE 11 aN 9EET 11 1/2• i o I 3 OR 15 as i WAsSHE/R4tffNAo * CONE_ SEALANT 3/ 1NX. ` v I Eo1L 1 TflC SCREWS 14x3/4'HEXHHEAD I 1 8- , g' I I I 1 �: r.- 1/4Y-2W/4- SS US SCREWS O 9' O.C_ I r —_ #14x3/4' S.DS. _- I I I 1 1/4's. tic 1/i'P-2o NUTS R 1/45-20 S.S. M.S. I CONCRETE ANCHORS 6 7 @ a O. C. __ _ Man W/ NuT a 9- O.C. i (SEE SCHEDULE ON 1 1 o tY O.c �I sum 14) N �,,, _ . • . - E)GST= NON STRUCnWAL 7 OR ® 1/r 1 1MIN. - WALL VW (oECORATNE 1i 1 SLAB IF ®14x30.C. F.H. S.O.S. ti: ,�_ MM_ POURED CmrnEff 1 7/B• 1 7/8- CONCRETE ANCHORS NOTE 13(C) -' .. _ •.•.6 LEaMm D POUREO CONCRETE (SEE SCHEDULE ON ON SHEEP 1 POURED CONCRETE ON SHEET 13(b) -•.'r �. OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK t •: .. ; .., -. HEQDIRED RFAUIRED ® KEYSTONE MOUNTING INSTAUATION ONAL POURED MAAsh. RESIGN vtESSRRtE: f64.-72 P� caNCR QK NV WALL FLOOR INSTALLATION © HV WALL WALK —OVER INSTALLATION REQUIRED L4iW)®6AiM s+ur1ER SPMt 6'-O' qHV RANGUARD IN TII t tm UME-% pam"ON OF SECTIONS t R MO REMOVABLE WHO POMRSHALL %ED D. =EDGE DISTANCE AWAY TO AN OPERABLE Dar ♦SEE LARATIONS OF USE FOR ,_ SEE SHEET r(SEE VECIETCATKR-6 ON 91EET 13) OR ENTRANCE SLADEQgON SHEET 19 ASSEMBLY INSTALLATION DETAILS W-1 O HV BLADE OUNTING SECTIONS CAN BE W �MY WAY TO SUIT ANY N1NSIA wno �ED FUNDA BUILDING OME (Mon HighVelocity Hurricane Zone ® 2015 FASLM METAL SUPPLY. INC. _ _ _ BER A.S.S.A■ ^Accordion -Shutter System- * = KY. MADE#1 W/ OR W/o Kv WWII"" BA X T1WT TESTING dt ENGINEERING COMPANY Shutter Systems _ �,P„e, aA1e DRAVIN BY ILL !STATE OF 6A5 MIL 36tl sI Ste 3O3 vwaaA sAAoas. FLORIDA91 Association. Inc. 1 OLD 11-192 4/13/15 DA1e 4/t3/ts Poore : (305)871-1530 . Fax : (305)a71-1531 4268 Westroads Drive 2 DRAWING NO �''�i'c� •' ••�������` C- I:tftccoa9t. West Faith Beach, FL 3M7 3 lj'i-085 „sSIONALE�;��``� WALTER Au- gt,4167 s SHEEP P.E. OV8190TURE/DATE 1 6 7 dF 20 SEE END WALL 10 a Is SW NOBS ON LOCKING R=® . HV LOCKS® aro S. OUT 90 INEJOSRNG GLASS INSTALLATIONS W/ 1 HV ** SLADE SUCK Wit` ®� � ALL BLADE W HV CENTERMATES CaffERMNSES APPLICATION Iw,H BLADEQI OR SEE END WALL CONNECTION Q D © Q ©+®m®+®m`O+®yi --- -------- -------------------- .Aria 1 ®+��®+®"�+� s ,/a. '"(6063-76 ANGLE w/l2) t�+•a r�Pcat I t/2 a©+® OPi'OSING SYMMETRYCAL ANCHORS CONCRETE CENTERMATES �.y: CENTERMATES Ulm. sEPARAnon (4)j10x1/2• &CMS/8OTTOM)BE& i $,Ox3/4• SA.S. ® Iz- w HV LOCK or IZS7 W HV LOCK or To �SS ar EACH ANGLE WBECnP) O.G. FULL_ tENGHT. / v L* (SEE SCHEDULE 5 ®w * 35 * I N 3 oN sHEET „) 5 1 99 ® " ® HVB OUT ®m HVC to+®°"®+®°®`®� HVA °fl®°R©+O7 �® IO w 17CLi1NG GLASS POURED CONCRETE OR +9 M — CONCRETE BLOCK Watt cLA�s ` �°"®+ 4O"ONAL SYMMETRICAL — — — — — — I N — 7O ® 6 7O ® MIN. sEPARAnONNG 6 + + ae 6 + + GLASS CENTERMATES ©` ®°'®' ®+� °" (SEE SCHEDULE 5 W HV LOCK OPRONAL. ON SHEET 11) MM. SEPARATION /(INMIMR) +�°"l'�JTD GON SHEET ;1) IN ------ ----------- ----- OUT ate®IB- O.C. 3vawts9v* m ® v m OUT 6 ,/r MAX SLACK OUT HVE HVE** HVD fLiiRIDA BUILDING CM(Non Nigh Velocity Hurricane zone \UI%IIIIIftifft , ® 2015 EASTERN METAL SUPPLY. TNC. Tittir�-,,, BERTHA NVTM IL E C O■�. A^S-S Accordion Shutter -System ■ ■ ■ ■ H.V. MADE #1 W/ CR W/O N.V. WINDOW BLADE TILLR TESTING & ENGINEERING COMPANY American Shutter Systems DEscISDDN DATE DRAWN Dr: U L -o : STATE OF a 633 KW. 3QR St, Sty. 3 . VRMhk G%RDa8, FEMM 331 Association, Inc, I OLD 11-192 4/13/16 DAtE: 4/13/15 i� pho , ( �1_I53D . rm ; (3OS)871-1531 4268 Westroads Drive z DRAWING No '• PLORIOt` : ���'�� `'"a� m West Palm Beach, FL. 33407 3 rS�O..•• ��6 WA iLM A MUT Jr. PE + 15-085 ALL �` flDREIA Luc- i 441V 5 SHEET P.E.AlftiAi`t?��/DATE S 8 OF 20 OUT IN F��005M ��1 RADE Oslo DFD4L rns, 2+azcA1FD ON s6>:r e, ®a�@a o' �/ �S'•® JS ,YF].l AS U191�fJ. MAIM BIEam mmOTL HALTO 0. 1aD10\'IED aN lxas sa6>=r. vAY BE asm WRN TFaS � I Fl_A-A-A.,I_A--.-A A-A".h_ alurAnDN DLrAi rve %w" m-am SKEr. L_ _- ------------------------------------------- sus 0 1Y PAI. U]K61tr # IN (4) KV. - /�� � PM l39 O LOCK T(INSIDE) r-(,) (ter * SEE NOTE 6 FOR NV lu:;-@ v Y' LOCK. ON -RF 5. # ©0 HV "T" LOCK (OUTSIDE) t soars stag AURIMM 2024-T3 KLOY) LAI= FV14M THN 907 NUISM. PARE % CUM AS WWUFAMRM RY AV MOM 7DaDF r. PARSWPEW FEW JMU -@ . -10 OUT 0-20 x 1 1/2" S.S.M.S. 7/8"0 x 3/32' WINGNUT. HVG* — — — —------- yam`; •`VGENSF=•:9 ���* fTl"�L�EO sm�. TATE F : �= TILLff TESTING h ENGINEERING COMPANY•. 6356 R.W. 30R St. Sta MS. VMMA GAIMM RDRM 33 ` Phone : (305)871-1530 . Fox : (3fl.5)871-1531 /ONALEc;,..° AFI 411 P.E. SEALrfSri89ATURE/DATE WALTE®A 1�Wr Jr. PE MMM Lk-8 44167 INSTALLATION (1) HV BLADE W.1 HD CENTERMATES i -9 . 0 (aP ONAq -------------- -� e pw v (( HDB-HYB OUT SYMMETRICAL HD CENTERMATES W/ it LOCK (EXTERIOR) HDC—HVC SYMMETRICAL HQ CENTERMATES ,WW/ ft LOCK (INTERIOR) uavwu. Wm aAX3am& ta»-tnD as W p M a m+rwuDFs APRA' MG W �Q Hurricane 2015 EASTM NETAL SUPPLY, INC_ A.S.S.A. Accordion Shut rLv eLAOE #� w/ aR w/a Itv American Shutter Systems _ ter, V4/TI03/1! Association, Ina.1 OLD 11-192 4268 Westroads Drive 2 West Palm Beach, FL 353407 3 aaE: AWING No 15-085 : OR WALL l.UN41(tlG lU',C. O.C. 6 16O.C. ��(�r (, GLASS 2' MIN. tz MIN. SFBiR" E04EO TO (LASS (SEE SCHEDULE ON SHEET 1/16"x3- MA)L it FOR 9/YE Q)ANO (6083—TB) CONT. QTF(FR ON 19 FOR ® & ALUM. CLOSER SIDE:HALES PLATE (LOCATE OFQ) AT EITHER SIDE f 1/2- MIN. OF(D) f10x1/2' S.M.S. ftOxt/2' S.M.S. _____ 016' O.C. ® 16' O.C. a END CONNECTION DETAIL SEE DETAIL X FOR SIDE CONNECTION TO TRACKS _ — _ — — Zis EXISTING, GLASS TO G ASS SFE 34MLILE ON SHEET 77�!!i 1 FOR BAOE4)AND IN SHEET 19 FOR Qk%tzES(D& Q ) RE R e O.C. 2' is* � 4 A. T14 TN; _.. d STATE OF `'���ssroiuAi E .E.lI1 N}+9( 10 — POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS -r--� UK SVAPATION TO CLASS (SEE SD�®11 BAD Pib ON SHEET 19 FOR pMESO& POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED _ POURED CONCRETE OR CONCRETE BLOCK WALL.REQUIRED EXISTING GLASS TO GLASS (SEE If , HADEra Ddt91 .Y USE i" OR 2' MAX. (AS APPUCABLE)x2'x1/8"x0'-2" _____ ALUMINUM CUP ANGLE (6063-76 ALLOY) AT MIDME1 (1) flOXI/2" S.M.S. TOM& (2)1/a'P TAPCONS ANCHORS TO WALL AT 1' O.C. (LOCATE AT i OR Q�I' EITHER SIDE OF © ) 1 OR � I a ®° SEE DETAIL x F 4 0.0'© SIDE CONTAIL X F END CONNECTION DETAIL 03 EXISnNG GLASS a ♦ SEE LIMITATIONS OF USE FOR BLADE ® ON SHEET 19 OR /71 E C 7c7 TILUT TEMNG do ENGIXEERING COMPANY 11= 11A2 ] 51., SLe. 3Q. VLTGON G RDE Mr, FUNM SS Pheno : (305)671-t530 . Fm = (305)071-1531 e-711 41leousaw"m EO-00o6719 WALTER A 17LIH Jr. P.E FLORM U0. f 44167 s . DETAIL A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 3LO7 BLOCK WALL REQUIRED 1 ExisnNG CLASS &M suT—wmai TO GLASS (SEE N SHEET 19 BLADES (D & END CONNE TION DETAIL (4) i REQUMM ONLY FOR SPANS GREATER 7111LM 12'-0'ii OR®OR@OR OR®OR(qOR(b OR© CODE(Non High Velocity Hurricane Zoni 0 7.015 &STERN METAL SUPPLY, INC_ BERTHA HVTTA Accordion- Shutter System kV. BIWDE #1 W/ OR W/O NV. WN M 9ADE 1 OLD 11-192 4 13/15 OAT- 4113/15 a DRAWING No 15-085 MAXIMUM SHUTTER SPAN 'L+" OR "L-" (ft.). FOR INSTALLATIONS&@ o S IG91. CENTERMATES & or �Sjl or (� W/ ONE H.V. LOCK ® or ® or or HD LOCK ® W/ NO LOCKING RODS or CEN ERMATES ® & ® W/ ONE HV -r" LOCK ® W/iW0 LOCKING RODS ® TOP & BOTTOM SEE NOTES it NAMmu PLC �0C CONCRETE & WOOD INSTALLATIONS b WALL MOUNTING FLODR/COUNG MOUNRNG L4 (l0 L-M L4 L-(I) 30 OR L IW-W 16'--O' IV-0' 1 16'-0' 35 14'-T6' 1r-10' 15'-r 1 16'-0' 40 R'-jW 13'-10' 14'-2' 15'-2' 45 13'-1- 13'-1' 13'-4' 14'-3' 50 12'-5' 12'-5' 12'-8' 13'-7' 55 11'-10' il'-10' 12'-1' 12'-1T' 60 11'-4' 11'-4' 1 V-7" 12'-4- 65 10'-10' 10'-10' 1 T'-I' 11'-11' 70 10'-6' 10'-6- 10'-9- 11'-5- 75 10'-1" 10'-1' IW-4' 11'-1' 80 9'-10' W-10" 101-0' 10'-9' 85 9'-6' 1 9'-6' V-9' 10'-i 90 9'-3' 9'-3' 9'-0" 10'-1' 95 8'-0' 8'-9' 9'-2' 9710- 100 8'-9' W-4- 9'-0- 9'-7' 105 8'-7- 7'-11" 8'-9' 9'-4- 110 8'-4' 7-7' 8'-7' 9'-2- 115 W-2' 7-3- 8'-r 8'-11- 120 8'-0' 6'-11' W-2" 8'-9. 125 7'-10" 6'-8' a,_11, 8'-5' 130 7-8' 6'-5' 7'-10' 8'-1' 135 r-7' 6'-2' 7'-9' T-9- 140 7-5' 5'-11- 7-7' 7'-8' 145 7-3' 5'�9' 7-5' 7'-3' 150 3, 2" 5'-7 7 4' 7'-0' 155 , 0' 5'-5' 7-2' 6'-9' 160 W-11" 5'-2' 7'-1' 6'-7' 165 W-10" 5'-1' 7-0- 6'-4- 170 W-9' 4'-11- 6'-11' 6'-2- 175 6'-7- 4'-9' 6'-9' 6'-0" 180 6'-8' 4'-8' 6'-8' 5'-10' 6'-5' 4'-6' 6'-7' S'-8'6'-4- 4'-5' V-67 S'-6'6'-3' L 4'-r 6'-5" 5'-5'6'-2' 4'-2' 6'-4" 5'-3'6'-1' r-1' 6'-3" 5-1' MAXIMUM SHUTTER SPAN* "L+" OR "L-" (fQ FOR INSTALLATIONS W/ ONE OCK or ® or W/ NO LOCKING RODS (SEE NOTES t tt) CONCRETE & WOOD PRESSURE RIRMC WAIL MOUHIIG h FLOWCELM MGIRNDNG L4 ( L-W 30 16'-0' 16'-0' 35 14!-10' Ir-10' 40 IN-10' 13'-10' 45 13'-1' 13'-14 50 12'-5' 12'-5' 55 11'-10' 11'-IT 60 11'-4' 1 Y-4' 65 10'-10" 10'-10' 70 10'-6' 10'-6' 75 iW-1' 1o'-i' 80 9'-f0' 9'-10' 85 9'-6' 9'-6' 90 9'-3' 9'-3' 95 9'-0' 8'-9' 1 DO W-9' 6'-4' 105 a-7- 7-11' 110 W-4' 7.-7. 115 W-2- 7'-3- 120 8'-6- 6'-11' 125 7-10' 6'-r 130 7'-e' W5' 135 7'-7- 6'-2- 140 r-5' 5-1 1' 145 7'-3' 5'-9. 150 7-2' 5-7' 155 7'-0' 5'-5" 160 6'-11' 165 6'-Icr 170 61-9" 4'-11' 175 1 6'-7' 4'-9' ISO 6'-6' 4'-8" 185 6'-5' 4'-6' 190 6'-4' 4'-5' 195 6'-3' 4'-3' 200 6'-2- 4'-2' 205 6'-1' 4'-Y IMUM SHUTTER SPAN* "L+' R "L-- (k) INSTALLATIONS SYMMETRICAL am & W/ ONE HV LOCKS OR W/ NO LOCKING ODS (VALE FOR MOUNTING Q SHEET 7) ASA � R,iGM (+ �' CONCRETE INSTALLATIONS FL=/CBLM MWNINc OR !122 ML MDAWNG L4 ( L-00 30 16'-0' 161-0- 35 15'-2' 15-10- 40 14'-2" 15'-2' 45 IV-4' 1r-3' 5o 12'-3' IS-1' 55 11'-1' I V-11' 60 10'-2' 10'-11" 65 9'-5' 1 IV-1' 70 W-9' 9-4' 75 - INSTALLATION 1 cr = CONCRETE & WOOD MANSORY WALL A, B, C. D. E. M, N, O, P. 0, MOUNTING F. K & L R. S. & V. FLOOR/CE1UNG G. H. i. It, J L U. W & X MOUNTING & M O MAXIMUM SHUTTER SPAN "L+ OR -L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. A.S.D. DESIGN PRESSURE RATING. 1' HV CORNER CW[ERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATKINS. LOCIONG SPEGFlCAMONS SHALL BE AS INDICATED ON MANDATORY CONDITON 02 NOTE $5, SHEET 5. 1.1 EXCEPT THAT MAXIMUM SHUITM SPAN -L+' OR 7-' AND MAXLMUM A.S.D. OFSING PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE MOCK SHALL BE UNTIED AS FOLLOtM 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64, 72 p.s.f. AND 8'-0' SPAN, SEE MOUNTING MOON SHEET 7_ SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 1O HV BLADE fIMMMC( �w�. = TILLIT TESTING & ENGINEERING COMPANY '* 6355 NW. SL, Sb. 305. VIRG$RA GARDENS. RORM 33 pha : (305)671-1530 . Fax : (305)671-1531 ---.�-�- 1: U a TAI � <4' ` FLORIDQ;.•G���.�� anal: 6 tamg=L. Idr. WALTER A. TILLIT P.E. FLORIDA Lie. d 44167 A.SA.A. American Shutter Systems Aseociattan. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE W MUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: 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 'I-" FROM SCHEDULE FINAL MAXIMUM AUAWA13LE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 1-- (3) PROCEDURE TO DETERMNE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MDUNTNGS W/ FLOOR/CEUNG MOUNTINGS: FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE RAnNG: DETERMINE. LI+- MAX SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEUNG MOUNIING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING DEfERMWE: U-- MAX. SPAN FOR WAIL MOUNTING INSFAL.LAMONS. L2-= MAX. SPAN FOR FLOOR/CEUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "L.W. 'L2+", 'Lt AND '12-' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN PRESSURE RA1NG TO DETERMINE MINIMUM ANCHOR n High Velocity Hurricane 2015 EASTERN METAL SUPPLY, INC. Accordion Shutter System RV. BLADE #1 W/ OR W/O H.V. 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MEN"..... m®mOD0000mm00O[i0©®�ODOO© utI®monnno mmmnonoo mmmlrann4n mmmonvoo ®mmoonoo nmmolovoo atlmmnnnoommmtonnnommmvofa<r�o ®mm00000mmmonofama�mmQon ramm000vo wmmnlolooa mmmvoo�Q �@p®0©a 0mm0Ota:70l7 tSlmmO�DE�O ®ii! mc�movoor� mm00000©mmmnnnnQ m®mmnv©a©mmon�©ommmoo©mo �®m00®Q00®0' ODDOQQ�®Q70�OQ�. mmmmmQna mmmoom©>v mmwnnoQ© . mmmonoc�naammonoo©®mvEaom®© ®®m0fi3©©a 0®000©©©®®DOE'.ifi©0 mmmtr:>.o>vna mmmnom©� u�mmon©eo mmomt�tana mmmnnmQ©mmmao©©n m©mot(�onammmonoo©mma>rnm©o© mmmom©oo mmn®oQ®n ®a�ooQ©Lao mmmoQoaa mmmom©on ®mEaomr�aa EL3®ODOL�iE3O ®6�R'ilEaESi®o0L7�®OtSFF7©O)0 ®®Q700ppamm�0[•iti�OntS!®II]af3Lit>�©n m®�Om©taa tTf©OODOElO �7mtii©©Eann �nmQmnnaa mmmnr�>oaa ®mnnoQa a m mo©nova a>tmmnc�tann ©mnovvaa .tammoonoammmom®Ioa®moo®ova ®mmn000a[umooamoa mo©®©oao QlQOf�Qnaa®�DOEi30nn �iLiOm[�Qan mmdoavvo amooQ©nv ®�omssn�ana mmmra®ea0ommmno©oo®mtan©s�vo 0�ota©noa ®vo©ta:xoon mta>vo©voo ©mmmavon m®nrat»nnn mTat�©Doan �oQd000n®mooaona®moQA©raa ,m®m000namm>von©aam�ra©Qmnn morvovooa moo®oovn vla�©©Dina astrntat�avao m�ra®meaaa mo©m�onn ®oQ000nammmoa000©vaQ©oosA ,mmmonnoammnv©ono®mv©onean �aQnnooamnflQovnonno©canon �mooaaoa memo©non�tnonolono Qvaonnoa®ao©molnnmo©Qmoivo m®ovvooam�mv©totaolmonQvono �Qovnooea mmoca>aarsa ®©©t€toann �oaoovno mcaoQat�aaa mn®Savona MOM aannoa mn©Qaaaa oo�aaaao ®oQaavoomonvaaovmEa®ovvaa ma0aaatao �mr�aaaaa �ovaaaaa vaasaavaaoo©aovnvo©©aaaaa maooavao �or•3aaoav olnoaavaa vvvotravrao ImomovoQo om�00000 ,movv�avonaoov0000mm©vvaov onoQ00000iooaoQaovmaooAvn `' mtaaao>aoo mo>vaeaaa vovaraaaa OR TAPCON WTHNADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET OWE TAPW/ CAP TAPPER+ ♦ s¢ AlpiS of usr: UDR iHLAIE� IXL SiRET 19 MAIVA U IT A. 1. ANCHORS To SUBSTRATE SHALL BE AS FOUDWS: (A) TO D SDNG POURED CONCREfB (litre fc - 3 Iml - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRFADFOTON 7ECHNOL ' ANCHORS, AS MANUFACTURED BY I.T.W. BUIDETL CWL Cc = 3 km7 - 1/4'0 x 3/4' ALL POINTS SOLD--St7 ANCHORS, AS DISTRIBUTED BY ALL POINTS SOM. SOLT & SPECIALTY COMPANY. O&u fe = 3 km) - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY nORIDA FASTENERS DIRECT. INC. (Milo. fc - 2 kw) - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC_ AND DST6&TFD BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH TIE AMMUM SHUTTER SYSTEMS ASSOCIATIOK INC. (rI1. rc=3ks',) _ NOTES: MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TMINOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/e. AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/r. A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4- ALL POINTS SOLID -SET ANCHOS SHALL BE7/r INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL DE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/r LONG MINIMUM SHOULD STUCCO FIST, AND 1' MMMUM FOR WAILS WITH NO STUCCO. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER DE POUND ON THE D(ISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MARI STRUCTURE BEHIND SAID WALL FINSHES ANCHORAGE SHALL BE AS INDICATED ON NOTES At) & A.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR ISTALIJI'ITON INTO EIFS WHH METAL STUDS SEE SHEET 20. (8) TO EXISTING CONCRETE BLOCK (AST1 C-90) . - 1/4"0 TAPCON OR TAPCON WITH ADVANCED ITIREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY LT.W. BUIDDL - 1/410 x•3/4' ALL POWs SOUR-SFS ANCHORS. AS DLSMOBUTED BY ALL POOLS SCREW, BOLT & STBOIALTY COMPANY. - 1/4'0 UWE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/4"0 TAPPER+ ANaRxgs AS MATAIFACNRED BY POWERS FASTENERS, NC. AND DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERIYW SHUTTER SYSTEMS ASSOCMnDN, INC. NOTE Ei1) mmum EMBEDMENT INTO CONCRETE K= OF TAPCCH. BLUE TAP W/ CAP ANCHORS AND TAPPER-6- ANCHORS IS 1 1/4' AND TM'CON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 17. 02) MINIMUM EMBEDMENT OF 1/4'0 x 3/r ALL PORTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED 1/4' 0-2D S.S. MACHINE SCREW USED STW.L BE 1 1/2' LONG MINIM SHOULD STUCCO EXIST. AND Y MINIMUM FOR WALLS WITH NO STUCCO_ 63) IN CASE MT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VOM BE POUND ON THE [OUSTING WALL OR FLOOR, ANCHORS SHALL HE LONG ENOUGH TO REACH THE WAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS NDiCATED ON NOTES ELI) & 8.2) ABOVE FOR RATALIATONNS ON VINYL SIDING OR E1FS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO WS WITH METAL STUDS SEE SHEET 20_ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEORCATONS OF RE ANCHOR'S MANUFACTURER (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED_) VERSUS SPACING RELATIONSHIP FOR ANCHORS, EDGE QW MCE VERSUS SPACING SCHEDULE FOR ANCHORS: MINIMUM ANMOR SPACINGS ARE VALID FOR EDGE DISTANCES IDICIVE) BELOW. FOR E. D. I3:55S THAN THE INDMOW REDUCE ANOHOR SPACING BY MIAM PLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS REDUCED SPACING OBTAINED USING FACTDR SHALL NOT BE LESS THAN WINIIAIIM SPACING NOCA7W FOR EACH ANCHOR TYPE FACTOR ACTUAL EDGE TAPCON 7�ADVANCED N�TECHNOLOGY ALL POINT SOLO SET OWE TAP W/ CAP G �ND(Cf AIR. SPACING a 3" RAIN. SPACING - 3' MIN. SPACING - 3 1/2" MR SPACING = 3' 3 3/4- 4' mNCRETE BLoaR & 1!1 ED=S PaREO dINQ EIE IN. ED.=3 I/Y OOIIQ ElE T•DDc MR ED -2 i POURED CONCRETE &POURED MIL M-3 CONCRETE CONCRETE& ARL M r NLI D MOM WIL EEL=3 VV CgCt1E STOCK IN. EEL-2 UY 3' 1.0 an - 1D CL78 1.0 am 1.0 21/2- - 0.81 'ID - - 0.57 1.0 0.51 - 1 0.43 - 1 0.35 r'ENSF IL ECO�we. •�T a ( �/J : c : rc E TIl1R TESTING h ENGINEERING COMPANY S (Al OF MLr` 6J$ M.W. 36N. SR. Ste 303. %MGM CAROM. RORIOA W Plmn• : (30.5)671-1530 . Fax : (305)R71-1531 4�FSMol� A - `�``A WALTE A. TILIC"ar. P.E. I TNErSIMI'LIRE/DATE FLORIDATic / 441s7 American Shutter Systems Association, Ine. 4268 Westroods Drive West Palm Beach, FL 33407 2015 EASTERN METAL SUPPLY, INC. Accordion Shutter KV. BADE #1 W/ OR W/0 KV. WITH 1 I OLD 11-192 4/13/15 DARE 4/13/15 3 DRAWING No 4 15-08' iuAxIMUM GIVEN AS D_ MAX DESIGN PRESSURE SHUTTER RATING s f) AND CO.4RESPONDING MAXINIUM SPAN NEGATIVE Ac D DESIGN PRESSURE HONG AND (SEE MOUM MS ON SHEEIS 16 & 17). ANCHOR A CORR SPACING PONDING (in.) MOUNTING S EOUL TYPE FOR A :S� LJ B!EE�;TRATE 1u0mxru SOUTHERN PINE No. 2 W/ MIN. G�.55, DOUGLAS FIR W/ MIN- G=0.50 SPRUCE PINE RR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 1/2• MIN. COX PLYWOOD SDUrHERN PINE No. 2 W MIN. CYOS5' .50 W/ SPRUCE PINE FIR NORTH W/ NIN. G=0.43 SPRUCE PINE FIR SOUR( W (; MIN. 0.36 sPAx L� WALL MOUNTINGS M. N, 0 & R I CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M, N. 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X (yam A10UPmN� M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS P& Q B.O. WALL MOUNTINGS S& v B.O. WALL MOUNTINGS S& V B.O. WALL NWMiNGS S& V i®MMOSMWCtp4 69C1T®TE91'.W�187:(� ®xaWc1�[fAfG 4+) D10T181xff �Ef9C (� 99a11@I®EII�Uff tmHS� OT9Al1®REHlf�ff fWlD iF4 0.970.WEflE$A 9li U4 o®11mDS Bi3siaDae;s/T�) 0.m RD3S178>3{ZTRTOS aSa118nvE iF'�fEICOS (� 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 5 90 05 30 40 60 75 90 O5 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 90 05 30 40 W 75 90 OS -0. OR LESS 12 110 1019 8 8 6 B 1 6 6 6 16 112 110 110 9 8 8 6 6 6 6 6 6 12 110110 9 8 8 6 6 6 6 6 616 5 414 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-U' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 TO 9 8 8 8 6 6 6 6 16 12 10110 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 T2 12 12 72 12 12 12 12 12 72 12 12 72 12 ' 5'-0' 12 10 10 9 8 8 6 6 B 6 6 5 12110 10 9 8 8 6 6 6 8 6 5 12 70 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12112 12112 12 12 12112 12 12.112 12 12 12 12 0 6'-0' 12 10 TO 9 8 S 6 8 B 8 5.5 S t2 10 10 9 8 S 6 6 6 .5 5 45 12 10 10 9 8 5 B 6 B 6 5 5 6 5 4 4 3S - 12 12 12 12 12112 12 12 12112 12 12 12 12 12 12 10 &5 Y-O' 12 10 10 9 &5 4 6 6 6 5S S 4 12 10 10 9 5 3 6 16 1 6 5 4 J&5 12 10110 7 3.5 - 16 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12112 72 12 12 12 12 0 12 12 12 P0.5 85 75 8'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3S 12 10 10 6 - 6 15 1 5 .5 3S 3 12 10 110 4 - - 16 6 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 95 12 12 15 9 7.5 65 W-01 12 10 10 5 3.5 - 6 6 &5 .5 3S 3 12 10 9 4 - 8 6 4S 4 3 3 12 10 4 3 - 6 6 4.5 4 3 3 6 5 3, 5 - - - 12 12 12 12 12 0. 12 12 12 1. 9.5 8.5 12 12 10 8 5S 10'-0' /2 10 75 .4 - - 6 6 5 4 3 - 12 10 fi 3 - - 6 6 4 3 - 12 TO 3 - - - 6 6 4 .5 3 - 6 5 - - - - 12 12 12 12 1 9S 12 12 12 0. BS 7.5 72 12 9 7 6 5 11'-0' 12 10 SS - - - 6 6 4.5 - - - 12 10 4S - - - 8 .5 3.5 - - - 12 10 - - - - 6 .5 4 - - - 6 5 - - - - 12 12 12 12 10 85 12 12 12 9S 8 7 12 12 8 .5 SS 1.5 72 70 4S - - - 6 6 4 - - - 12 10 3S - - - 6 5 3S - - - f2 TO - - - - B 5 3.5 - - - 6 5 - - - - 12 12 12 i. 9.5 8 12 72 11 8S 7 8 12 1 7.5 6 5 4 13'-O' 12 /0 12 70 - - - - 6 4S - - - - 12 S - - - - 6 •5 - - - - 6 45 - - - - 12 12 12 O 8.5 S 12 12 10 8 6.5 SS 12 OS 7 4S 4 14'-0' 72 10 - - - - 6 5S - - - - 12 7 - - - - 5 4S - - - - 12 7 - - - - S 4.5 - - - 6 3 - - - - 12 12 12 9.5 8 6 12 72 9S S 6 45 12 9S S 5 4 3 15•-O• 12 - - - - - 6 - - - - 12 - - - - - 5 - - - - - 12 - - - - - 5 - - - - 6 - - - - - 12 12 11 9 .5 5 12 12 8S 7 6 4 12 9 6 5 4 - 12 - - 6 - - - - 12 - - 5 - 1 - 5 - - 6 - - 12 12. O 8S 65 4 12 12 8 6S 5 3 11.5 5.5 5.5 4.5 3 7 ♦ ��Anu1s�RTg Fax t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. XCHORS TO (HALL, FLOOR OR SMID WOOD SOFR1 SHALL BE AS FOLLOW^.,: - 1/4v TAPOON ANCHORS, AS HANUFAC01RM 6F LTV. BUU)EX W/ MUM HDISMENT AS a1WCATED AT &W H SEl.9HIN ON SHEETS 16 & 17. EXCEP001k SEE NOTE 2 EMOV. 2 ANCHORS m HOLLDW COUM SHALL BE AS PER ROUNONG TYPE U. SHEET 17 RO SNAIL COIEW OF LAG S VM AS PER !IDS 2012 SPECffVNOM 3. SUBSTRATE SHALL CONSIST OF THE FORLOWWG' -SDMER! PKE NO. 2 W/ CUSS (N.DS) -MHO AS FIR W/ G-0.50 (N.DS.) -SPRI" PM FIR NORM W/ 0.0.43 OLD&) -SPRUCE PINE FIR SOURH W/ G-0.36 INDS.) -UK 1/r COX PLYWOOD (1988 APA) A4tiARM4S S SHALL BE WMIED FOUDWNG ALL OF IM IE OaMONS AND SPECMMON5 OF THE • '3�: Z 71LLIT TESTING &ENGINEERING COMPANY 1 6n1 1 OW N.% 30N. St. M 3D7. VRMNR GARDENS. RAMA 33 Phone : (305)871-1530 . FmR : (M5)871-1531 a-mmt: tOtMooewLeom * • TE OF lv $TA_.. �m-ONUITJr PE. i 9••w�., A...: FlARIM Lim f 44167 A--- wAw American Shutter Systems Association, Inc. 4268 Westroods Drive West Paim Beach, FL 33407 2015 EASTERN MEML SUPPLY. INC. Accordion Shutter KV. R ADE #1 W/ OR W/O KV. WAU CAWING No 15-085 ATAPCON OR N WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/r Mim. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) H EXSRNG MIN. � 1 rx4' WOOD H HEADER REWIRED FJCISTING 1 ►IM SEPARATION G -H TO GASS (SEE — ON p lei FOR m)irn- I ON SHEET 19 FOR a BIALES O&Q� EXISTING OLA55— 1 27x4' MIN. SEPARATION TO GLASS WOOD PLATE (SEE SCHEDULE ON SHEET 11) REO.O. TAPCON OR (SEE SCHEDULE ON SHEET 15) MIN. COX PLYWOOD REO'D. IDS 0 IV D.C. MAIL RED•D. ED TO STUDS IN ACCORDANCE THE F.B.C. E 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 11/r Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HFADER. (SEE SCHEDULE ON SHEET IS) 1/4'0-20x3/4' SS, MACHINE 18 SCREWS W/ 1/4'-20 NUTS ® 12" D.C. / E FINISH ®� I EXISHNG M01 2'z4' WOOD I HEADER REavIiED 1 MIN. SEPARATION TO GLASS G fXLAS (SEE SCHEDULE ON SHEET I L.A55---H 2"x4" WOOD Iwo. MIN. ,SEPARATION TO GLASS EXGT G_ _ (SEE SCHEDULE ON SHEET 1 r-c--'T o I ADVANCED I 1/2' LT AREA IRM PLYWOOD HOSTING MIN. 2'x4' STUDS 0 16' O.C_ MA REWD. PLYWOOD TO B ATTACHED TO STUDS I ACCORDANCE WITH SECTION 23M OF THE F.B.C. S.S. NUTS a C` 1 MIN. SBARA 10H 1 70 MASS (SEE �- ON SK t11 WAR BADE ml I ON STET 19 Fa DWITXG I BLADES O & a H I WALL - FINISH, ^(SEE �G-N��11 s' 1 1 1 i I Tin. W 1/4'6 TAPCON OR t3QTE- TAPCON WITH ADVANCED I -SEE SHEET 4 FOR TYPICAL 7HRFADFORM TECHNOLOGY SHUTIER ASSEMBLY MW7� O'D. W/ 1/2' Mim. PENETRATION OF 2-MOUNTING SECTIONS CAN BE WALL FIN THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO (SEE SCHEDULE ON SHEET 13) SUIT ANY INSTAL ATION_ © HY WALL SILL INSTALLATION I ♦ SEE uMANTIO S OF 1� OF BLADE `NON SHEET IL ECC�N�. TILLIT TESTING A ENGINEERING COMPANY GM &W. 3M. 54 Sh. 305. VRGNH GN✓O M. FWRVA 33 Phmw : (305)971-1530 . Fa : (305)671-1531 MATE . z 000TILUY iXlfctluRxllom�harc WALTER A. Jr. ME FLORIDA Ue. Q 44167 1/4'0 TAPCON OR TAPCON WITH ADVANCED TI-READFORM TECHNOLOGY W/ 1 1/2- Wm PENETRATION OF THREADED AREA TO DUST= WOOD HEADER. (SEE SCHEDULE ON SHEET 15) �- rx4' CONT. SILL PLATE FWD. 2 I/46-2mt314• S.S. MACHINE SCREWS USING 1/4'-20 NUTS 0 12' O.C. - 1' ARn_ 1/4'9 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY W/ 1 1/2' MM PENETRATION OF THREADED AREA TO EXSTING WOOD HFAM. (SEE SCHEDULE ON SHEET 15) FINISH b HVWALL SILL IN - A:S:SoA.- Amelican Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 ® 2015 EASTERN METAL KV. 61ACE 01 w/ CR Hurricane 115CiAiWILLW 1 I OLD 11-192 4 13/15 DAIS 4/13/15 a DRAWING No 4 15-085 1/4'0 TAPCON OR TAPCON WITH ADVANCED 7HRFADFORM TECHNOLOGY W/ 1 1/2' Win. PENETRATION OF THREADED AREA TO E70571NG WOOD HEADER. (SEE SCREDLU ON MEET IS) N EM-1 - HEA D NW 2•x4' READER RED •D CLASS MIN- SEPARATION TO GLASS I (SEE SCHEDULE ON 5HEEr 1 1/4'0--20x3/4• SS. 7' PHILLIPS TRUSS HEAD J MACHINE/1/SCREWS W/ 1/4•-20 RUES 0 12' O.C. (S) NV WALL HEADER INSTALLATION 1—SEE SHEET 4 FOR TMFICAL SHUTTER ASSELH.Y 2-4,10UHmLG sFLRwNS Cut BE COM299D IN ANY WAY TO SUIT ART 4ISTAUATIM. 1 MIN. SEPARATION TO MASS �(SFE SCHEDULE ON SHEET 7' D05TW.-1 T ( FW'IN&L1STi7 PLATE 0 1/4"0 TAPCON OR (- 1" TAPCON WITH ADVANCED Min THRFADFORM TECHNOLOGY W/ 1 1/2' Wm. PENETRATION OF THREADED AREA TO DUSTING WOOD HEADER. (SEE scHEDUIE ON SHEET 15) 1/4'. Mox. 41x8' (LOn_) DOSING WOOD BEAL7 REWIRED. STRUCIURA. ADEQUACY - OF E)GSDNG WOOD BFAM TO BE CERTIFIED BY REGISTERED ENGINEER OF ARgLRECT PRIOR TO SWIFTER INSTALLATION. VeO TAPOON OR TAPCON WITH ADVANCED THEIFADFORM TECHNOLOGY W/ 1 1/2' Mm. PENETRATION OF THREADED AREA TO EIOSIING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) I 1 EIOSTWG I GLASS I I. --1 I IWL RARUMMI m ASS (SW SE SOTDAAE-m 9w D0517NG, 11m FOR Ls m cuss\ I aADEs®a:C�A I ALTPGSA ANafOR LOCATION ©+ 7 2'XG' MIN, WOOD DECK REQUIRED (NO FINISH ALLOWED) W/ 1/4'-20 NUTS 1/4.0 TAPCON OR 7APOON WITH ADVANCED THREADFORMJ 0 12' O.C. TECHNa- IGY W/ 11/2" Min. PENETRATION OF THREADED ARFA TO DMNG WOOD HEADER. (SEE SCHEDULE ON SHEET 15) Al •�: 1� ._l�. AI.E L 4� SAS a 6. O.C. I or 1© or ® I I OPEN HOLE AT EACH STUD TO ACCEPT 5/16"0 LAG SCREW AT CENTER OF TUBE. EXISTING MN s o CLASS— spTOI OR 11 FOR .........c/1�• �10EIV& :✓9� nLLTT LISTING do ENGINEERING cONPANY y9 Q esss N.W. 36td St.. S6. aus. V(at M GNmDeS. FLORM 33' 'i��i �.'•.. `` `� Phone : (305)8'71-1530 . F= : (305)971-1531 03-0000719 4� 70N L WALTER A TOUT Jr. P.E. P.E. ,III, � i iii11URE/DATE FLORIDA Ur-# 44167 g IM #10z3/4" HEX WASHER HEAD TELL SCREWS 0 12' ac u (IF APPLICABLE) DOSRNG WOOD TRUSSES OR RAFTER 0 24" O.C. REQUIRED DOSTI NG SOFFIT 3/4' Max. THIC z4i1/8' COPN: ALUM. ME (6063-T6 ALLOY) W/ 1© LAG SaRU55.S TO (EACH or © or HOL3)5/"Rr* IER T LOCALE LAG SCREWS AT NDWIDTH OF POSIII'1G WOOD NEMBER• (2" Min. NONNNAL WIDRT) W/ 2' 1Gn. ('ETIEIRATION OF iNNEAOED AREA VAUD FOR INSTALLATIONS WITH 72psf MAX. ASD. DESIGN LOAD AND r MAIL SPAN. THIS INSTALLATION IS ONLY VALID FOR WOOD W/ MW, WPEC8IG GRAVITY OF OSO AS DOUGLA4 ♦ 1 OR ® FTR OR SOUTHERN PINE N0. 2 OR EDUAL MIN. SEPARATION To GLASS (SEE SCHEDULE I ON SHEET 11) I I iJ05T81G 1 OF DECK IF _ APPLICABLE I -- - I/4'O TAPCON OR TAPCON WITH ADVANCED V THREADFORM TECHNOLOGY W/ 1 1/2' ESn. 2' MIN. PENETRATION OF THRFADW ARFA TO POSTING WOOD HEADER. (SEE scHEDULE ON SFLFET 15) V HV WALK —OVER INStALLATION A, S&Z A. American Shulter Systems Amoetation, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 2015 EASTERN METAL 2'x8' MIN. DECK =I (NO FINISH ALLOWED) EDGE. OF DECK IF APPLICABLE INC. Accordion Shutter System HV. BADE #1 W/ OR W/O HV.. 1WWOW BADE 1 I OLD 11-192 4/13/15 DAM 4/13/15 3 DRAWING No 4 15-085 0 -END CONNECTMLDETAIL END INSTALLATIONS n HV BLADE OR 4A WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS GitDit txa11 2w YW. ,10® W&= Ft"* . a,. Jtat,flr SJLS END CONNECTION DETAIL MUM //--cuss 1/40 W, 1 jifLi//y�'' sits W/ 1 1/Y:t 016 dL' tV37RR1R, O fY O.G ma TOR f9E9/ YN• 1@1 MW S = MID. - .a �.t .tll•. a>t" 1/Y 'iR A:.... = /71L E C O IN7. TILLIT TESTING- do ENGINEERING COMPANY Ti4TE OF _ esss raw. 3e St. Sr.. 3D5, VIRMan DurDUS. RMM 33 Z O•, Pho : (3a6)371-1530 . Fm : (305)871-1531 •�' ORIDP �ttf.a: �ne=o.&. D�rmru+x iwunwamFJ�tit/eW-r11 rw as 61ctt kORW M(Dmo R WOMOM 1® -AnS:S:AN American Shutter Systems Association, Ina 4268 Westroads alkive West Palm Beach, FL 33407 END CONNECTION DETAIL . lagmtEn or fart spA16 �3m,FR 1,MD tY-0• 1 SEE L]MI�AiIONS OF USE FOR BLADEWON ON %M 19 CODE (Non High Velocity Hurricane Zen( 0 2015 EASTMN WTAL SUPPLY, ING BERTHA HVTm Accordion Shutter System KV. 1>IADE #1 W/ CR W/0 FW. WNW# MAX AWING No 15-085 -ELEVdT10N NIN. �N�N TO GLASS E)=NG GLASS -- SCHEME ON SHEET 11 FOR BIALEm _. _____ _—_--- _`_ JAND ON THIS SW FOR BAAS0&® v — W/2 OR ANCiNIDERRM7E"©® W/O NOTE 4 ABOVE PLAN TYPICAL In HV BLADE WORDING IN UNISON WITH HV WINDOW BLADE dA SHUTTrER* N.T.S_ a.ril�T,,,,-, `,,,,•PtiR " I L E C O =NC. nLLIT TESTING r& ENGINEERING COMPANY STATFnc - 6155 xx 3M. 5L. 59L 3M VR=M QVOMS. FUA 3.1 Phone : (3O5Wl-1530 . Fm : (305)871-1531 e-W,�: BRar�eLeom �� OAIDP •�`4 : •�'�'' ., F • `. ss7 •7((•yy��•AlT•1• GGN�j�Y`0 n')RFAY•s.EYi� E R-0OD6719 WALIER A TD11T Jr. PE. O c AANYc /nAl FLORIN lit. / 44167 1. WY. AST. OMGN PRESSURE RATING +110. - 110 ps.F. 2. MAIL SHUTTER SPXk W 3. ALLOWED YOUNITIM A D. G & H ON SHEETS 6. 7; AS WELL AS }Q® MOUNTINGS Y. O. T.U& WON SHEETS 16 & 177. GWEO WITH (!7J MR1 AyS lW MIA SriYETWG1i_ OR X&GRIAYGEF OPPO BE ONLY AT VaERIOR SING SME OF CENIEFM 5. (A) FN IWNDOW BLADE ® SMALL ONLY ALLOW A YA'OYUU OF 5 OPENINGS (3'0 HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHEET 4. (8) WN. ClEARANCE MIN TOP OR BOTTOU EDGE OF FN WINOM BLADE tO OF ANY 3-0 HOLE FOR SHALL BE 12% (C) FIRST OR UST BUOE OWING OUT FROM STARTERS AT ENDS MAY BE FN WINDOW BLADE lull (D) W WINDOW BtA1E 1Q MUST BE USTSI ALTERNATE 10 A SOLID FM BLADE 1j) THROUGHOUT SHURBYS WIDTH, TES SHALL ALWAYS BE INSTALLED AWADENT TO A SOLID EN BBIIADE 1 AT EITHER SIDE OF nM (F/ POLYICARe0NATE HN WINDOW ® SHALL BE OGTALIM S0 liy$ TARS FPCE THE INTERIOR OF THE OPIDKING BEING PROTECIEO. WWINDOW �}/ YIIST RE ONLY INSTAUED AND LOCK® USING A W SETTING TOOL PROVIDED BY ASsk INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILOINGS ON SHEET 14, AS LIMM DY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABWE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIIRED B7 SPAN AND DEIGN LOAD (SEE NOFES 1 & 2 ABWE). & ► NWM SEPARATON TO GLASS SCHEDULE, PER ASIY E-1996. WIND ZONE IRYWIM SEPARATION TO MASS 1 -am 3 1' 4 6.2r `1 / (anmc I A■S■S./�■ � yy.� .S�35i 1_ ATnedean Shoff F ms A,780CIOt10TlF IDG. 4268 Westroads Drive West Palm Beach, FL 33407 FO 2015 EASTERN AIESAL SUPPLY, INC. BERTHA KVTM Accordion Shutter System H.V. BADE ,f1 WOR W/O KV. WNDOLN BADE DESMMN DATE I DMWN BP: YL f OLD N-192 4/f3/15 IL17E: a/13/TS z 3 DRAWING No 15-085 4 6'x 1 1/2'x 0-03r THICK_ 11im AMA-653 GRADE 40 1LEn. G-60 GALV. STEEL METAL SRMS AT 16' O.C. -1 3/4'x 6 1/C'x 0.035' THICK N GOUT GALV. STEEL TRACK CHM00 AM A-653 MDE 40 L6n. C-6 GALVANgED FASTENED TO STUDS t/2' TIX SCIONS ON R & EXTERIOR FACE EXISTING x 6 1/4'x 0A35' THICK .fn CALV. STEEL TRACK CHANNE] A-wSM GRADE 40 IRS. C-0 FASTENED 10 STUDS 3 the 1w ScR� ON M tile FACE 0 E' D.C. a 6' aa/ 0 fir O.C. x . A., IE: .. � } O a.��1 •. O.G. \ \ 41 BMW H; M aN • l■ VIN13: 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (PSO 2. MAX. SHUTTER SPAN: 54e 3. ALLOWED MOUNTING: @ ON THIS SHEET 4. ONLY 1MTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT, usE o (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT -EXTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. 1 * BLADE SLACK DETAIL. HVF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WITH BLADE Q .6'3, t 1/2'x 0.035THICK 16n. AM A-053 GRADE 40 Him G-W STEEL METAL SUS AT to G.G. 1' . WALL HEADER/SILL INSTALLATION "",,I l..CEN ER ATESAW/1 MATES �Z 1J i 2.000- ate- I- .0.083' L ® 1Iwo NOMINAL %11.UM1NUM SLEEVE 6M-75 ALLOY SEPARATION TO GLASS SCHEDULE S 3 WIND ZONE MINIMUM ASTM E-1996 S 1 TO GLASS 1 THRU 3 1' 4 4" E)05RNG FINISH AS APPLrADLE (M. TOP & BOTTOM) a ICCENTERMATES I,., = SYMMETRYCAL W/ -INTERIOR ACCESS SIDE:'. Min.) F im 1 2 \4 3g (6« Min-) 4- (Cont.) A HV8 BLADE SLACK DETAIL HVF 1/2' MAIL SLACK 2- ® 1Z4!9=20X3" BOLT MUST PENETRATE 43c 1" 1.373' n ar /4"0-20 THREADS ® 1 /4"0 ELCO WNSTR MON F-HO 1S FAR—LOK HD COMPONENTS SCALE: 3le- 1- 1 3/4'x 6 1/4*x D.035' THICK Min. m ONT. GAUV 91TRACK CHANNEL. Asm A-653 GRADE 40 11m. G-60 OALVANI&V FASTENED TO STUDS :( WIM/f1) #r 1EXIEf00R FATEK Q ON a LOCATED AT Q Hv HWER/SILE " I VIEW Y SIDE CONNECTION TO TRACK i W (Hon High Velocity Hurricane ® 2015 FASIERN METAL SUPPLY, INC- ''_ A S S A Accordion Shutter ■ ■ ■ ■ H.V . BADE #1 W/ oB W/o tiV VW ���'y, 1 American Shutter Systems . No DTSCI3PrT01e GATE oRA1 = 77LLIT TESTING dL ENGINEERING COMPANY ' Association, Ina 1 OLD it 4/13J15 RITE - CTA�E Q r05.5 NAL 36M. Sn. Ste. 30S, v MNIA CAS. RORDA 331 (3115T671-1530 . FED : (305)871-1531 4268 Westroads Drive 2 R '��D,t�' 'DRID 3 DRA a mmT uTlecaaawwm I�-0006716 West Paim Beach, FL 33407 4 _ .� i Fs ' (� �` `��� P. �A I Q((TNIFE&TE WALTER A. TR1fT Jr P.E FLORIDA IJe u167 SH 6 an