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HomeMy WebLinkAboutPLANSI r I. BERTHA H.V, ACCORDION SHUTTER SYSTFN SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (Sth EDITION) OF THE FLORIDA BUILDING CODE. THS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTATED AT HIGH VEOCIIY HURRICANE ZONES DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 182D OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85. USING ASCE 7-10 AND SHALL NOT ETC® THE MAXIMUM (ASD.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDFDOK ULTIMATE DESIGN WIND LOADS DEHIWHO PER ASCE 7-10 SWILL 13E FIRST REDUCED TO LSD. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDERED COMPARE THESE W/ MAX. (A -SD) DESIGN PRESSURE RATINGS INDICATED ON SNEERS it THRU 15. 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON INS P.ED., AS TESTED. WERE NOT OVER SIRFSSM. A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS M USED IN THM ANALYSS HOWEVER, A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTIIA H.V. ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE IMM IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE MDT SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS -W BIADEOt 10214.01-03. 10715.0E-0.7. ®1004.01-05, 11214.01-05. J0317.02-06, (0809-01-10 AND J0210.01-11 AS PER TAs--201, TAS-202 AND TAS-203 PROTOCOLS AND ASM E-TOMS AND E-1996 STANDARDS (MISSILE LEVEL D. WILD ZONES 1. 2 & 3) & §1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE -HV WINDOW BLADE 0 Q0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVER. 0. WINO ZONES 1. 2, 3) BASIC PROTECTION ONLY AND $ 0725.01-BB AS PER TAS 202 PROTOCOL. 2. HV BLADE (DAND NV 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 (NV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNWTION TO TRACKS SHALL BE %14x275" AND J14xI.75• RESPBCINELY. 410-K MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 Imf YIELD SIR ENGM AND 180 Ial TENSILE STRETCH. PINS SHALL BE COATED WITH BERTHA HV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS. REGISTERED WITH AME WAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE W MARMW ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD SIRFNGTHI FOR M63-T'6 ALLOY IS 30A Rai AND 35,7 kai FOR 6005-TS ALLDY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERFS OR CORROSION RESISTANT COATED CARBON STT1:1 AS PER DIN 50DIB WITH 50 Lai MSS YIELD STRENGTH AND 90 Lai MIN_ TENSILE STRENGTH. AND SHALL COMPLY W/ FLORIDA BUMDNG CEDE SECTION 2411.3.3.4_ 6. BOLTS TO BE ASf11 A-307 GALVANIZED STEEL. OR AM 304 OR 316 SERIES STAINLESS STEEL WITH 35 Red MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: W BLADE Q) : 12.13,14,15 AND 20 HV BADE 01 & & WORKING IN UNISON: 12. 13 & 15 B. THISBERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A US. PATENT $6779,582. COMPONENTS OF INS APPROVAL ARE COWERED. IN WHOLE OR IN PACT BY O.S. PATENT Q5'4s%179 ISSUED TO EASTERN METAL. SUPPLY. INC. 9. IT SHALL DE THE RFSPONS113M OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER S TO BE ATTACHED ID UNSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENTWIND/RAIN INTRUSION. 10 EACH UNIT MUST BEAR PERMANENT LABS IN A VISIBLE PLACE WITH WARNING NOTE DURING PEUODS OF HURRICANE WARNINGS HOME OWNER, TENANT. OR OTHERS, MUST PROPERLY CLOSE ALL W AND NO CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOOKS. 11. SHUTTER MANUFACTIR SrS LABEL SWUJ. BE LOCATED ON A READILY VISIBLE LOCknoN AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA SURD240 CODE ONE LABEL SHELL BE PLACED FOR EVERY OPENING. LASELM 70 COMPLY WITH SECTION 17UIK? 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 BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13 (a) THIS P.E.D. PREPARED BY THIS MONEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; Le. WHERE THE SITE COMMONS DEVIATE FROM THE P.E.D. (b) CONTRCTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION RNCLUDING In SAFETY OF THIS PRODUCT. BASED ON THIS P.ED., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMEM CONSMUC ION SAFETY AT SITE IS THE CONTRACTORS RFSPONS®UTY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILE. BECOME THE ENQNEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WALL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED. OMEE'R OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.O. ENGINEER SHALL MOW TO THIS LATTER THE SITE SPECIFIC DRAWIKS FOR REVIEW!. (e) ORIGINAL P.FO. SWILL BEAR THE DATE AND ORIGINAL SFAL AND SIGNATURE OF THE PROFESSIONAL ENGWFERR OF RECORD THAT PREPARED fr. vcEUV /7MLTEco...\ 'D • /��` 71: -*? OF':: TILLIT TESTING & ENGINEERING COMPANY 6333 '+ NA 36th $L. SW. 3�. %V iMA WRMM. 0.0AM 33' Phwe : (�$)871-15W _ Fmt : (3M)971-1531 (—_[VVa ``` ,70N........... iL ENG�,`S``` WALTERT�f0A. �T9aolcan X.E. SEAL/ 91WRE/DATE FLORIDA u� p u167 GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY m--44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA- : FIV B Allr (1) AND W WINDOW BLAD" HERE APPUfABLQ TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCREW13LOOC SHEET 6 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 C04OWTE DETAILS HV SHEET 8 CENTEWAATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAIS 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 SHEET 15 INSTALLATION DETAILS M-R. WOOD SHEET 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 16 TYPICAL SHUTTER ELEVATION SHEET 19 BY St. Lucie County THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA m M a An American Strutter Systems Association, Inc. 4268 Westraods Drive West Polm Beach, FL 33407 Sion High Velocity Hurricane ® 2015 EASTERN METAL SUPPLY, INC. MWlrw '9 ■ "ilka 1117111 W TM Accordion Shutter System HV. BLADE #1 W/ CR W/0 HV. WINDOW HAKE AWING No 15=085 LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-TO ALLOY AND TEMPER (JHV ADJ. MOOR TRACK QUALIFIED FOR USE W/ HV BLADE (t� 6063-T6 ALLOY ARRD TEMPER 11 HV CEILING HEADER QDXJFIED FOR USE W/ IN BLADEJ)ONLY. SEE SECTIONS FOR VALID(.- 6063-T6 ALLOY AND TEMPER x % Yt01! I' 1' A6Y 1® SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE Qt 6063-76 ALLOY AND TEMPER ®HV UNNERceL ci A_erErt_ OUAL.IFlLD FOR USE W/ HV BLADED 8005-TS ALLOY AND TEMPER 3=V 1.600' .065' (j)HV ADJ. ADAPTER W/UP QUALIFIED FOR USE' W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER HV HEAD/ER/SILL. QUALIFIE D0FORT6 ALLOY AND BTELMPEP ONLY ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER cENS ®HV DIRECT MOUNT QUALIFIED FOR USE W HV BLADE Q1 6063-TU ALLOY Addeo TEMPER ®HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE I 6063-T6 ALLOY TEMPER OWPONE)f A B T1 T2 Q Z' 5' MAX. 1/6' 1/6' i® 2' 5' MAY. 0.1 W 0.192• 19 2.5' 7' MAR. 0.190' 0.190' ® Y 5' MAX. 0.139' 0.131' S7ATE OF pi' FLOR10 G? P.E IL EC®,ac. TRULT TESTING 14 ENGINEERING COMPANY a= Kw 361h. SL. St. = vMMM QWMN% ILO 33 Phom : (305)871-1530 . Fmc : (30.5)671-1531 e-n E Elf 6719 Loom WALIER A TROT Jr. PF. FLORIDA Ur- 9 44197 O HV TRENCH TRACK QUAUFlED FOR USE W/ HV BLADE (D ONLY. 6063-T6 ALLOY ANO TEMPER t4 HD WALL HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 1) ONLY. 6063-T6 ALLOY AND TEMPER % I Y t Y 2' 0.125' 3' 31 0.090• 20 CORNER POSTS ALIFlED FOR USE W/ I4V BLADE Q1 6063-T6 ALLOY AND TEMPER American Shutter Systems Assaclafion, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 USE W/ WV RAINGUARD QUAUFlED FOR USE W/ HV % BI �[6o63-T6 ALLOYLOY Ay TEMP Hurricane 2015 EASTERN METAL SUPPLY, INO. Accordion Shutter KV. BLAM #1 W1 CR W10 IW. WK tI OLD 11-192 4/13/15 OUL- 4/13115 s DRAWING No 15-085 Is ONLY ZZ !— PLAN FRONT ELEVATION LOCKER FOR "T" LOCK CEN_TERMATE QUALIFIED FOR USE W/ HV BLADE 1Q ONLY 6063-TS ALLOY AND TEMPER n FOR USE W/ W ® LOCKING RODD QUALIFIED FOR USE W/ HV B4V AO iLL REQUIRE A 7/16' HOLE AT TRACKS FOR PROPER EMBEDMENT I 6063-76 ALLOY AND TEMPER ® ITV MALE "T" LOCK CF7KMM4s 6• I QUALIFIED FOR USE W/ W BLADE I ONLY ® HV FEMALE "T" LOCK CENTERMAT' 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ W BLADE`•,TEONLY 6063-T6 ALLOY AND TEMPERR-- 6063-T6 ALLOY AND TEMPER .w so ® HV 318.O-16 ACE1 THUMBSCREWS QUALIFIED 1 .1 FF BI �atise �9 IONXV P.E. SEAL/SIGNATURE/I 3.161 io n Lews cnmm 8 KM (ate PUDm) ® I V LOCK QUALIFIED FOR USE W/ W BLADED& ®ONLY. h 2z" ® HV :IN LOCK QUALIFIED FOR USE W/W 13LADEQONLY. G a PLASTIC HFAD MOLDED TO SCREW 1 alum Cn2m QUALIFIED OR USE W/ W BLADE Q) & ® ONLY. -250' OD. 18" . -18' n ,a N RIVETING BEFORE MVEIING ISCRFW I M"0-20 RIVNUT* �`sDR,6 94E4 d as M (=4-T3 AiL" wK+E RANGE TWN SHEET NUTS M. PART i 0620, AS MANUFACTURED BY AVOEL CHEARY TE100RN, P%RSFFDW. NEW JERM 07054 OR EQUAL ® HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE Q ONLY. Is v I I. CYUNUMDE�R OR KEY CnINDER s4s• y 0.M' Min. a n 1 .125' Max. o 80 • �■l�� � yE 1, '----M-1/4ro ® HD LOCK 4 k1SI M BY RECENT HARDWARE MOKn.SE LOCKS SERIES 2333 HOOK BOLT LOCK. ERVIS. U C QUALIFIED FOR USE W/ HV BLADED& QUALIFIED FOR USE W/ HV E 1Q FLORIDA BUILDING CODE (Ron Wigh Velocity Hurricane ZonE 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM /-T-L-rEc ®� An S ■SAW Accordion Shutter System H.v aenE #t W/ OR w/o H.v N7NOOW HARE TIWT TESTING &ENGINEERING COMPANY AYM1efICO11 Shuffer Systems , N DESCRIPTION DATE DRAWN DT: ILL Sus KW. 36 fit+ St. 3M VMM � nORn1 33f Association, Inc. f OlD 11-192 4/13/16 DATE4/13/15 Rana: (3D5)ai1-1530 . Tax : (sD3)371-1631 4268 Westroads Drive 2 ORAWING No a- M 61Rcro01a West Palm Beach. FL 33407 3 5—��5 EB-ONG719 4 WALTEA A TPUT Jr. P.E. FLOR= Lk-- 0 "167 1 SHEEr SHUTTER ASSEMBLY SCHEDULE FOR HV M HV Q Q W BLADE i ® W BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.87O'x3/16' THICK NYLON WHEEL 0.188'0 AISI 302 SERIES S.S. RIVETS ® W 1 3/4' ACCORDION PIN W/ #8 HEAD ® W 2 3/4' ACCORDION PIN W/ #8 HEAD X` ® POLYCARBONATE IMPACT RESI51ANT HV WINDOW I" (1) W PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HV 0 OR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY xrs I(2) HV PIN ® MAY BE USED IN UEU OF 0 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D BLADE WHEN CORRESPONDING TO INSTALLATION '11 % SHEET 7. (3) W PIN ® OR 0 W/ 1/2' O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET Wi :9 1 i j 1 ,31 l i (DOR BLADE s MUCIQE M) ZY 2 7/3' MR ITV WINDI CLEAR SEPARATION BETWEEN BLADE t 5 OPENINGS ON C EXTERIOR �525 .ts7s'10 r�vux� B1AOE .Ofi75' D6'25 ,0825' *POLYCARBONATE IMPACT RESISTANT W WINDOW BAYER MAKROLON 3103 POLYCARBONATE !TO:= RESINS, W-STABILIZED GRADE OR SABIC E INNOVATIVE PLASTIC LEXAN 103 RESIN I (SEE NOTE 'F' ON SHEET 19). POLYCARBONATE SOURCES FOR TTRDY. PrtOPEWnES Svmo SMx= CROM ASIY 019P GW B%N M043 MN Tsafe�eL: Tot= TOLD Snw ow Am 0= 9AW P.t 9,s99 W- FEM ML STIWx 1 AT 10TD ASM OM SZOM Pit 33.100 v.L nED8 YODR BLeecD ASIM 0190 340AM P4 3154W Py IW1C1® 17DD ASTM UM 18 R-Rlo 17 R-0/4 Summ DQa9fT ASM 0T313 472 x ScS x Wx RAZE OF okW AM M, C-1 CLASS F1 CUSS SELF IGNR 1 ASIN 01978 IM T SSO F 78A7}!®G ASTY G155 lF}JSE OPENS AFIFA %1 638 sSw PS !)&0 P.aL TEDISF SMESS 6E<91B bDf119iAF: ASD1 Sw 3 Pd. am Pa %Elk A. T/ "ri,, ® 2015 E45TTERN METAL SUPPLY. INC. BERWA VTM - aa 1� a►®Accordion Shutter System _ = MIL G C IEic. ® Tf A i HV. BLADE #1 W/ CR W/O H.V. WINDOW BADE /J� = American Shutter Systems KV. Nt DESCRU"M DATE I DRAWN W. ML 3 TILLIT TESTING k ENGINEERING COMPANY Association, Inc, 1 OL0 11-182 4/13/15 DAZE: 4 13/15 z �•. tAfTiOf ' *� 63es K% 3s St- sm 3w vg 9M GuwEW, nr m1 F' A►DP . ��.` Phw : L305)B71-1530. Fm : (30S)871-153T 4268 Westroads Drive x DRAWING No e mml- Oa Qcaf. West Palm Beach, FL 33407 3 WALTER A. TILUTTJr. P-E 4 15-085 P.E_ �` H11111lI�URE�DATE ETnRMA U` 0 47e7 3 1 SHEET "I A ntr -in 0.0 SEE END J CONNECTION DETAILS ON SHEETS 10 & 18 TV. FULL HEIGHT. r1 NER LATE • NOTES ON HV IOCKS AND CENTERMATES• 1. MANDATORY CONDR= d1. ONE HIV LOCK ® or ® SHALL BE USED AT 1/2 OFSHUTTERSPAN FOR ANY SPAN OR 12' ABOVE OR BEj OW ][2 OF SHUiT17t SPAN FOR SPANS UP TD 105 AND FOR INSfMWONSO ANY ELEVATION. FflT LOCK (2,9 or f�.jl' MAY USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHE] TO �1 OR CENTERMATES W/(2) 1/4•o-2D x 1/20 LONG FIAT HEAD S.S. Ms LOCATION of LOCK SHALL BE As INDICATED ON TYPICAL SHUITER ELEVATICK 2. 4ERIDb84_gpW) IF DESIRED. FOR BETTER PERFORNMUM OR FOR SECURITY PURPOSES, UP 10 TWO HV LOCKS Rj OR WAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENM MATES OR 0 SHALL BE AS INDICATED ON NOTE (1) ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ETEVAnom 3. �2 6 USED �mm H.V. LQM* LOCKING RODS ARE NOT MUIRED AT URRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PER LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4, MANDATORY WNORtDN i2 ONE HV LOCK ® ® BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ELEVATION. FRY LOCK,* or atN BE USED AS AN OUTSIDE OR INSIDE I=. ATrlACHEO TO 0 CORNER CENTERMAIE W/(2) 1/4 0-20 x 1/2' LONG RAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BOTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. CENTERMAMES 6. • ONE ALTERNATE HV LOCK MAY BE USm IN LIEU OF ITV LOCK or FOR ANY SPAN. AND IIST DONS AT ANY ELEVATION. AL NATE LOCK ® MAY BE USED AS AN DE OR OUTSIDE LOCK. ATTACHMENT OF 1/4-0-26x3/4- S-& THUM13SCREW TO @ OR 0 CENTERMAXES SHALL BE MADE W/ i/4.0-2Dx3/4- ALUM. RNNUT 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 SHUTTER SPAN. 6. ONE HV LOCK 0 or 15 or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUffER SPAN FOR SPANS UP To ar, AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or ® or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED To 0 or 0 SYMMETRICAL CENIERIBATES W/ (2) I/4'-zo x 1/Y LONG FIAT HEAD SS. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ OR 0 TOP MID BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS ANEONE CENTERAIATES• ALlAl10��ATR, ANY F1EYAlIO TERNA�TE LOY BE INSTALFOR ANY SPAN AND CK YY BE USED AS AN INSIDE IN LIEU OF W LOCKS ®OROR DE LOCK ATDNCHMENr OF LOCK g INCLUDES USING REINFORCING LD . AS SHOWN ON SECTION HVG. SHEET 9. WHICH MUST BE CONNECTED TO CENR72MATES 0 AND 0 W/ 1/4-0-20 x 1 1/2' LONG SS THREADED BOLT W/ 7/8'0 x 3/32' WINGNUT OR W/ 1/4'0-20x1' SS.M--, INTO A 1/4'Ox 5/8' RNNLR MAY BE INSTALLED AT WDSPAN OR 12' MAXIMUM ABOVE AND BELOW MU)SPAN. USE OF TWO LACKING RODS @ TOP AND BOTOM IS MANDATORY. *NOTES D LOCKS & CE E MM - 1. : ONE ALTERNATE NO LOCK W MAYBE USED IN LIEU OF HV LOCKS OR FOR ANY SPAN MID INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF H O LOCK ® TO @ IS W/ 3 #8 x 3/B' F.H. SS.MS., AND INCLUDES PBWORC04M INSERT 0 AS SHOWN ON SECTIONS HDB-HVB AND HNC, SHEET to. LOCK MAY BE IIS@I.LFD AT MIDSPAN OR 12' MMMUM BELOW OR ABOVE UIDSPAN. USE OF LOCKING RODS ® IS COMPLETELY OPTIONM- fLUKIUA t9J LUM LUUt knon nlgn weiocity aurncpne Zone A. r���/ �" 0 2015 EA51ERN METAL SUPPLY. INC. BETA HVTM Accordion Shutter System � ,' l� 771 7E 7 \ L77 qM, w7. Kv. RAE #1 W/ CH 1k �� /lam; yk = SLATE OF 9 •. �` American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 TILLIT TESTING & ENGINEERING COMPANY ads IM > St_ Sn. 30% Vmoa 6NmM Hotta 331 Phm : (3051671-1530 . Fax: (305)671-1531 e-n«,s tReco@ at.a EB-CM6719 WALE R A tiW( Jr. P.E. �1� Uv. N. MCH"o, DATE DIAIm Br. ML 1 OLD 11-192 4/13/15 DATE 4/13/15 z DRAWING No 15-085 %,,.NF • RI '��`�.� s'......••••''c� .� S/ONAL E� .``` P.E. 5 �EA�1tif81t�LRE/DATE 3 4 SH5 OF 20 6 a E E. CRETE ANCHORS POURED P13UR ETE (SEE SCHEDULE ON REOU10 SHEET 13) © 8 wR (Sm 110I micoa4 sum 7) 1. Min- 1/4'4-2W//4- S.S. MACHINE SCREWS 2, -- USING 1/4'-20 NUTS O 12- O.C. uR 65) I r.250' MOx. DR ®® [ON: ► t__ 1 ._ 'AlziM21MA+ z 1P' 1Y•.T'. 1� I �� V 71 Y\ 0 f. + ; 7 • I ®UaEge4 � I I 1 OR ®O i MIN. SEPARATION TO GLASS I I 1 rw az I I`(SEE SCHEDULE ON SHEET 1 t) 19@i 19 9 1 tt EXISTNG r (LASS— �. it'll 11;-1 rj1;' I / / I! -� OPTONAL i i _ _ _ i FIle Mac OR IrL11 -CONCRETE ANCHORS L%- 1_ 1- j 1/4'-20 NM O 12- O.C. (SEE 9CF1FDU1l.E ON SHEET 13) Afm. ETE N-OCK ANCHORS UD HV WALL SILL INSTALLATION POURED SCHEDULE ON POURED CONCRETE SHEE 14) OR CONCRETE BLOCK WALL REQUIRED EO 14V WALL SILL INSTALLATION 3INA110N OF SECTIONS: 4 FOR TYPICAL SHUnER a E D. - EDGE DISTANCE ♦ SEE UMMATIONS OF USE FOR TECTIONS CAN BE COMBINED (SEE SPECI[FICAT10NS ON SHEET 13) LILAOE ® ON SHEEr is SUIT ANY INSTAUAMON. TILLIT TESTING Q ENGINEERING COMPANY 1036 mm 3 A, 4 3a3. YFW4A avweNS fiO 33 Phw : (WS)871-1530 . I= : (305)871-1531 e-ma: tatecooaa.eam ®-0006T19 WALTER A. 1TULfr Jr. P.E. FLORIN Lk. B 44167 I' Y• .� IYI CONCRETE ANCHORS (SEE SCHEDULE ON STHEET 13) MIN. SEPARATION TO GLASS —(SEE SCHEDULE ON SHEET 1 1/4-0-20C3/4- S.-S. YACKNE SCREWS W/ 1/4'-20 NUTS O 12' O.C. -1.- © HV WALL HEADER INSTALLATION UK SEPARATION TO GLASS EE SCHEDULE ON SHEET I OPTIONAL w Q A1/4 Max. OR O r�r 1 Min 1/4S. '0-20x3/4' SPHIWPS CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS (SEE SCHEDULE ON W/ 1/4'-20 NulS o I2• D.C. NCRETE SHEET 13) TE BLOCK (F)HIV WALL SILL INSTALLATION INSTALLATION DETAILS W/ Cif HV BLADE Aam 1•1o®LN American Shu#er Systems Assadatlon, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 DE(Non high Velocity hurricane Zone ® 2015 FASIERN METAL SUPPLY, INC. BERTHA n Si TM Accordion Shutter System 9ADE p w/ OR w/b Kv- w DDW KxE )RAWING No 15-085 SHEET 6 OF 20 a I 1 KX-41AIRIt PEI OR LIM SEiKWCt 1D a = f�ims MAN) M SAW 79 M ILW& HV CEILING INSTALLATION I ' 4 4' HIX9 NFM 6 OR ,�f 9-20 S.S. MS. /1Nfa V O.C. OR W OR Q CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) -JIOx3/4- HEX WASHER HEAD TIX ScREaS a 12- O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) ® HV FLOOR INSTALLATION t 1/2. EDGE OF - SLAB fE APPLICABLE EDGE OF SLAB IF APPLICABLE KUQUWED L(�T ANCHORS EDu ON SHEET (I HV WALK -OVER INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE ON DLSTING SHEET 15) $t0a3/ WASHER ETEAD4- HIX 'TEK SCREWS _ O 12" O.C. iV/9- 4- SDS. O. C FLIT HEAD CONCRETE ANCHORS NCNETE (SEE SCHEDULE ON SHEET 14) KIMED - 11 .TRENCH INSTALLATION VAUD ONLY FDA UP TO +7D. -75 PSF AS.D. DESIGN PRESSURE RATING k FOR SPANS PER SCHEDULE 93, SHEET 11 1/4-0 ITW 1 3/4 EOL eamk 7B a V O- FOR 18 TO C-4* SM MO e ae FOR SWIS l.IM TM 6'-o-1a To W--T wx APVLY (rTP.) (SEE NOTE n ON gm if fart ta4oma Lsrwm_----4- c L/f fA WLS/4- F.H. SO.S 9- O.C. y 2.00-'MIN 1. E.D. •i�. JOIN:, _ e h zzVA•-..----••- . >—CONCRETE ANCHORS SEE NOTE 13(b) (� D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 POURED CONCRETE ON S1fEE( 73 b) _ OR CONCRETE BLOCK SHEET 14) :.'•. • •.' . .. OR CONCRETE BLOCK ornowL Po REQUIRED REQUIRED �M KEYSTONE MOUPffI G INSTALLATION . c3cR ® HV WALL FLOOR INSTALLATION © HV WALL WALK —OVER INSTALLATION REQUIRED NAam smITTER SPAN a'-9- QJ HV RAINGUARD INSTALLATION t tom: • NOTE FOR COMBINATION OF SECTIONS: s E D. - EDGE M7ANCE t P&WABLEAVVHEN PERFORMED 1- SEE s tEEr 4 MR TrEaa1L sTnRr1R (SEE SPECtFICA,IDNS ON SHEET 13) AMIACENT TO AN OPERABLE °0T ' � �AON SSHONS EET` 19 FOR INSTALLATION DETAILS W / O H V B LA D E ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN Am WAY To SUIT ANY utsrAUAnonl FLORDA BUILDING 00DE(lion Nigh Velocity hurricane Zone A: 17(C%Thy�� ® 2015 EASTERN METAL SUPPLY. INC. .• CENS P 9, BERTHATM \.:d �F • 's 1L �CO o��. ����� Accordion Shutter System HV, MADE #1 W/ Cot W/O HV. W MOW Ei ME : * = '• TATE OF ? TILLTT TESTING & ENGINEERING COMPANY awx N.,L 3 O. s. sm � rAROE a aawA 331 Pno9e : ESos)tnf-ts3o . E= (3os)B7t-f53f a Moi tatmio9.t. "ice LI�BED-DOW1M767 American Shutter Systems„a, Association. Inc. 4268 Westroads Drive West Pa1rri Beach, FL 33407 f,A,E ,,,, ,,, 1 OI D T7-192 4/13/15 OA7@ 4/13/15 s DRAWING No �_085 +�� •.. �\``�.�' 'AiyAsS/l?NAL�a1�`�� _. SL�StbLNAYIJRE/DATE 3 5 SHEET IMF in A7 OUT arx�(6 w �.16 A 41%C01N (4)/toal/r S PF/TO AT LX}I ANGLE. DETAILS ON SHEETS 10_& JA SM NCIES oN LOOM tmos®. W LGMG 0 IN r E)CST K MAW I NSTALLATIONS W/ 1 HV ** SUM UXX O "T tD F IS W sly s � ,� � oEna. NVE Ls luwo MR AIL BLADE W HV CENTERMATES CORUWAM APPLICATM WIM UMEo 00, ®M Me. �'U �D ��°° OR _ s END tvAu. caNNEMON @ILsm CLASS. _ _ _ mi 3 1/4" - - - 70 - 6 1/r 7 - t * OPPOSING SYMMETOYCAL '� ®�® CE TERMATES` T jATIESr mix. SEP'RAnoN glow;%4• sNs o 12' pr(� HV' LOCK o� to GLAM o.o. FULL tNQir . (« scLtEouLE ' * SHEET 111 1 5 . 5 Ile .0 Z. 1 - OE i - _ OUT HVB HVC �o•®,®•.@Me-@ - �HVA ���,©,per®�p�®W ..-CLAW ETEnI W e « . „ 6 . 7 : ( NG O ,O O O t0*®°'Q•®®. •®tie rextm --- - ----- assrnsNG g =t®®—n°"H—®�'`=®®—aQ—®®1—'.•�— J"'� - oasna * ------ �®tiffMMETIC MIN., SEPSS ARATION RMATES (ZXEDULEcns CENTE wz,HY LOCK 6 : oPTTONAL � ON SHEEr 11), 5 hm. SEPARATION(SEE S LE ON SNEEr 11) ITV (NrMOR) _ OUT - i_ -A 16 O.Q ®,� * 3 ' YA(iIES 3 OUT 6` 1/r U, sLacxc OUT HVE HV HVD R-OPJDA BUM CODE (gon High Velocity Hurricane Zone \gNLA LTl H 01 ,. ® 2015 EASTERN NUAL. SUIPLY. HNC_. _ BfE Q • GEN` s __ _ Accordion Shutter System ILI e: ®tNe:. All Hv eaDE #t w/ ott W/0 Hv vnrnav IXADE T1L1IT TESTING &. ENGINEERING COIdPANY American Shutter Sysfems DtsMna, CAU oRA1+N W. N.L. -o : STATE OF = om tLX St. St, 3• NR°I". GkRMM i MA 331 A SEOCfafion. Inc. , OLD 11-192 4/13/15 1LGE 4/13/15 �., a entire : (��1-1530,: I= ; (-7W)a?L-1sT, 4268' Westroads Drive 2 DRAWING No F P ; �4 ��• a mmt L West Polm 'Beach: FL 33407 - 3 C, ` _ E6-mo6r,6 ._ 15-085 1YAL7FR A T611T Jr.PE 6 SHEET P:E.�� { Ail`NZ\E/DATE Fw� Lk-/ u,sr 6 a 20 OUT aAM WSUat WAIL HW. V4=VM OR SHEET M ao ba0'® AS MM M ONMZM& E16ATnac SLAM DET1L Ngo- . MICAND D ON 7H19 SMET, SW BE 1® TARN 7104 ALTERNA • ®"`®' ®`®0 Rb 7= MAE IAC SHONN w Mr =; ®' ®"®' 0-©. 0°1 VNi�TAEcoR ur F/ mina c ' * ---------IN — R+aN[. t17P} " I ae. ENaL NmcRr- RV * SEE NONE 6 FUR W L:in ON SKEET t 5 9444 AUAC Nw 2024-73 wII4 URSE F ARC THIN ¢r NNRSERT. PU j N1 M AS NWNUEAaOpEu Nr AVDM a1SM TMOM Nam• NM JUZSEr moss OR MXJAL s ©0 HV "T- LOCK (OUTSIDE) P.E. OUT 0-20 x 1 1/2" S.S.M.S. 7/8'0 x 3/32` WINGNVT. HVG* INSTALLATION In HHV BLADE WJ HD CENTER MATES 61 . � . 0 ----------- ---- --------- (4) H.Y. _ -- IN (4} I n PM("') ---- PM HDD-HYD** FLOATING STACK v c HDB-HVB OUT SYMMETRICAL HD CE14TERMATE5 W/ LOCK (EXTERIOR) HDC--HYC SYMMETRICAL HD CENTERMATES W/ & LOCK (INTERIOR) # sE N9Tis aR NNx+ax +� (53 a NN9 ®Naas aH s2Er a ## uaaTea. rtaleG matx®uta+- lmo-mO G vNn mR ALL aaNaauaEs AMM06 URN a/aEO ,1 i Hurricane ICEN,S+F' :J9p S, _ /j kalky - TATE F : 2 ► [V � 11. E C ®� �, �. TILLIT TESTING k ENGINEERING CONPANY �. V9 3 tass x r. 8NR SC. Sfa. NS9ilA 2VMFIIS � 3J1 H • (-5)87 a91 w3a�ormaN.: (M)871-153' WALTERE A. TRIM Jr. P.E. ENOHNat IIe. g 44187 m ■ A DD Shutter Sysis 18 Assoalati011 Inc. � 4268 Westroads Drive West Palm Beach, FL 33407 ® 2015 EASTERN NETAL SUPPLY, M. ®EMA H-V—, t Accordion Shutter System H.V. BODE #1 W/ CR W/O FLY. 1WNDOW HMADE` vescwmm orAu DRmvn Br-. L. 1 OLD 11-792 4/13/15 UAtE 4 1 /15 ' \ : )NAL E� a``�� �TINITNIi�_;, mr An.rr 2 DRAWING No 1 5-085 s 4 5 C4CG'r POURED CONCRETE OR CONCRETE BLOCK WALL REWIRED JE AKCM H ETosnNG GLASS 0 16' O.C. 2' MML �" EO E0 TO GLASS (SEE ON SHEET 19 MR ALUM. CLOSER (LOCATE TAR 9m 1 R3ME5 & PTA (LOCATE 1/ OF SQ) AT OF(D) MI 1/2' IdIN ,10x1/2' S.N.S. I 1j100/2' S.M.S. ® 16' O.C. 0 16' O.C. SEE CUM. X FOR —� OR SIDE CONNECTION 1 OR �a®'®•V��® ®' TO TRACKS 1 ®® O•Q�Q�-®�-®mom - -- - O _® Z EXISTING GLASS SEPAP�1 1/2 S TO MAW SEE (® 1s' ro MON gIET ALE®AND CO ON SHEET 19 FER ANCHOR COt RACES(D&� 12' 0. ANCHOR 0. LY MIN. /� 110 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED END CONNECTION DETAIL — POURED CONCRETE OR CONCRETE BLACK WALL REQUIRED �pOSRNG GLASS KM 5 � n < TO G#ASS (SEE S09DLILE ON SHEET 11 FOR El"IDAND ON SHEET 19 FTR BADES(1D& v POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1/2, MIN. m SEE DETAIL X FOR SIDE CONNECTION TO TRACKS OR CONCRETE BLOCK WALL.REQUIED --,rEXISTPIG GLASS rM ((T —� TO 0ASEE ON SWET 1111 RR RARE ON SEER & FOR 1/� BADFS �& i USE 1' OR 2' MAX. I (AS APPLICAElW)a-xt/O'xO'-2- -___ _ ALUMINUM CLIP ANGLE 1 (60W—TO ALLOY) AT MIONEIGNT� (1) B10x1/2' S.MS. TOO& (2)1/4.0 TAPCONS ANCHORS TO WALL AT 1' O.C. (LOCATE AT OR & EITHER SIE OF O ) °Q' -& 7 6 •®" SEE DETAIL X �tll- SIDE COMiE+CLK7N O.O. ®v©.®v TO TRACKS .n . A_-Aan.n.Q END CONNECTION QETAIL 03 EXISTING GLASS MR SMk%M TO GLASS SCHEDULE ON 11 FOR BADE ON SHEET 19 DI O SEE UMRATIONS OF USE FOR BLADE ® ON SHEET 19 WALL REQUIRED 1 GLASS rA -;Tv:, , RIIIIII-ilL.1—T,..r. tI, NV END CONNECTION DETAIL ♦ REQUIRED ONLY FOR SPANS GREATER THAN 121--0' PLAN DETAIL X OR®OR(D'OR OR@M(qOR(0 OR® FFAAAi' ® 2015 EASTERN METAL SUPPLY. INC- ......... �. BERTHA NVTM _. Accordion Shutter System 0@Ic. Ip ■ ■ ■ H.v. uxX &1 W/ OR W/0 RV. WINDOW FI.ADE Americon Shutter Syd8nll8 DESCIIPI M DATE DRAM 911' M.L.'• , OLD 11-19z a/1a/Ts CAM a/1a/ts T1LUT TESTING do ENGINEERING COMPANY Association, Inc. STATE OF r '9 •' ws NK �. 51 s� 316 M GIeA twaoRs 11D m 33/ Phone : (305)671-1530 . Foa : (SM)871-1531 4268 Westroods Drive 2 DRAWING No =�`��� a-nm® West Palm Beach, FL 33407 15-085 a y'yijs's/ONAL�� �\ `` �S6'EeeoOeelcev WRDRIRIDAAUe f Jr.1 7 SHEET Ai N P.E- �iL}A�TURE/DATE I 10 OF 20 , MAXIMUM SHUTTER SPAN "L+" OR 'L-' (ft.). FOR INSTALLATIONS W/ ExAl ® & ® org nor_ W/ ONE H.V. LOCK ® or ® or or HD LOCK ® W/NO LOCKING RODS or CENiERMATES ® & ® W/ ONE HV -r LOCK ® W/TWO LOCKING RODS ® TOP & BOTTOM SEE NOTES HAMM Asa DFsr1R PRMSURE (n!wt) CONCRETE & WOGD WsratanONS 6 WALL MOUNTING FLOOR/CBIING MOIWRNG L+ (R) L- L+ L-(IU 30 OR L 16'-6-0" -0" 16'-0' 1 16'-0' 35 14'-l0' 14'-10" 15'-2" 16'-0' 40 13'-1.0" 13'-10" le-2" 15'-2- 45 IS-l" 13'-1- IS-4" 14'-3" 50 12'-5' 12'-5- 12'-W IS-7' 55 it'-10" IV-10' 12'-1' 12'-11' 60 11'-4" 11'-4' II'-r 12'-4' 65 1W-10' to'-10' ll'-1" it'-11' 70 75 80 9'-10' 9'-10' 10'-0' 10'-9' 85 9'-6" W-6' W-9" to' -5' 90 9'-3' 9'-3 9'-0` 10'-1' 95 W-0' 8'-9' 9'-2' 9'-10' 100 W-9" 8'-4" 91-0" 9'-7' 105 8'-7- 7--I1' W-9' 9'-4- 110 8'-4' 7-7' 8'-7" 9'-2' 115 W-2' 7-3- 8'-4' W-11" 120 8'-0' 6'-11' 8'-2" 8'-9' 125 r-lo' 6'-8' 8'-0' a'-5' 130 r-a' -6-5' 135 r-7" W-2' 7'-9` 7-9' 140 Y-5' 5'-1l- r-r 145 7-3' 5'-9" 7'-W 7'-3' 150 r-2" 5'-7' r-4" r-0- 155 r-O" 5'-5' r-r 6'-s" 160 1' r-l" 6'-7' 165 6'-10" 5'-t' r-0' 6'--4' 170 W-9' V-11" W-11" W-2" 175 W-7' 4'-9' 61-9' 81-0' 180 6'-8' 4'-8' 6'-8' V-10' 185 6'-5' 4'-6" 8' Y 5"-8" 190 6'-4" 4'-5' 6'-6" 5'-6' 195 W-3' 4'-3" W-fi 5'-5" 200 6'-2' 4'-2' 6'-4" 5'-3" 205 6'-1' 4'-1' 6'-3" 5-1" MAXIMUM SHUTTER SPAN* -L+" OR "L-' (R.) FOR INSTALLATIONS W/ �t ONE HV LOCK or ®or W/ NO LOT RODS (SEE NOTES t tt) APREsmscN ° tam C �,) CONCRETE & WOOD NAIL MOUNDING g NAOR/(mm MOUNIM L + (0) 1 L - (0) 30 16'-O' Ie.-0" 35 IV-10" 14'-10' 40 13'-10' 45 13'-1' 13'-1' 50 12'-5' 12'-5' 55 11'-To" 117-tcr 60 1 V-4' 11'-4' 65 10'-t0" 1W-10" 70 10" 6' 10'-6" 75 10'-1' 10'-r 80 9'-10" 9'-10" 85 9'-6" 9'-6' 9a 9'-3" 95 9'-0" 8'-9- 100 W-9' e'-4" 105 B'-r 7'-I1" . 110 W-4' 7'-r 115 W-2' r-3" 120 Li-o' 6'-11" 125 7*-10' 6'-8" 130 r-a' 6'-5` 135 r-7" W-2" 140 r-5' 5'-il' 145 r_T' 5'_9' 150 7-2' 5'-7- 155 7'-0' 51-5' 160 W-11' 5'-2' 165 6'-10` 5'-l- 170 1 6'-9" 4'-11" 175 W-7` 4'-9' 180 W-6" 4'-8' 185 W-5" 4'-W 190 6'-4' a-5" 195 6'-3" 4'-3" 200 6'-2' 4'-2" 2w 6'-7" W-1" IMUM SHUTTER SPAN* 'L+' R "L-" (fQ INSTALLATIONS S METR1 At C ATES dt ONE HV LOCKS OR)W/ W/ NO LOCKING ODS (VALID FOR MOUNTING Q SHEET 7) As.D. DEM f RESSUREFIDOR/COUNO iFU)DR CONCRETE INSTALLATIONS MOUN MG OR MOIMFING L+ ( L-(m I6'-0" 16'-0" 114'-2' d4s 15"-2" IS-4" 14'-3'12'-3' 13'-1'it'-1' IV-11'10'-2" 101-11" 65 9'-5" to'-1' 70 8'-9' 9-4" 75 - 8"-9' INSTALLATION i ATION F _MD CRETE & WOOD ANSORY WALL , C. D. E. M, N. O, P. 0, MOUNTING K & L FFt' R. S. & V. H, 1, It, J T, U, W & X V MAXIMUM SHUTTER SPAN 1+- OR 'L-' FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 Pat. A.S.D. DESIGN PRESSURE RATING. t HV CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE J5. SHEET 5. ttEXCEPT THAT MAXIMUM SHUTTER SPAN 1+ OR 1-" AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 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' 1Q HY BLADE (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMNE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILNG: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN -L+' FROM SCHEDULE GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 1-' FROM SCHEDULE FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM. DETERMINED SPAN BETWEEN 1+" AND 1- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: - FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING DETERMINE L)+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 12+- MAX. SPAN FOR FLOOR/CEILING MOUNDNG INSTALLATIONS. FOR A GWEN NEGATIVE AS_R DESIGN PRESSURE RATING DETERMINE: Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LM - MAX_ SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 1t+ , 'U+", 11-' AND 12-' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWAELE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR IT thigh Velocity Hurricane 2015 EASTERN M EIAL SUPPLY, INC. A' T1tt jfrq YZ!•FYGF"A HVTM Accordion Shutter System ®I DI ._ AmSmSmAm LTV. BIJ¢iE g1 W/ OR W/O H V. YNMOLY R/10E TILL)T TESTING & ENGINEERING COMPANY erlcan Shutter Systems EV. Rd CIMCRIPTION DATE ORAvm LTr. wD.v. c MS. VRG M GARCEa FUR XIIN Assoalatton. Inc. t OLD 11-192 13/15 M7E 4/13/15 TTm : (309)871-1530 . 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TILLIT TESTING $ ENGINEERING COMPA14Y STATE OF Ow wets" Qvmm n m Z •P' Az01110 .. F, .= Pho w : C3� n 1:: tiv�w � )871-1531 Fs,••. a ;�'/pNqq� �NG`��.�`�� WALT & 1LLITE3--000671Jr. PE P.E. Se 161i1P1141KE/DATE F10R10A n`' 8 14107 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOIJD-SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 •SEE UMRATIONS OF USE FOR BLADE 1A ON SHEET 19 Q_HV BLADE OR n HV BLADE W-1 d& HV WINDOW 'BLADE WORKING IN UNISON BUILDING CODE (Hon Nigh Velocity hurricane ® 2015 EASTERN METAL SUPPLY, INC. t Ti ®�!♦ S American Shutter Systems Association. Inc_ 4268 Westroads Drive West Palm Beach, Fl- 33407 Accordion Shutter System KV. 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(' 0 f WAIda Duel,,. L �c I. ANCHORS TO sRBSTRATE SHALL BE As Fo11DW5: W TO D%STING POURED CONCRETE (N4,. re - 3 lap - 1/4'0 TAPOOH OR TAPCO14 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT.W. BUBDEX. (ft Cc = 3 lap - 1/4'0 a 3/4' ALL POINTS SOW-sEF ANCHORS, As DISTRIBUTED BY ALL POINTS SCR, SILT & SPECLALTY COMPANY. (Wo. re - 3 tm) 1/4b BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRELT. INC. (Him rc - 2 - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POPIFRS FASTENERS, INC. AND DSBaBUIm 9Y ALL POWs SCREW, BUT & SPECIALTY COMPANY OR ANY OTHER APPRawD LICENSED OR AUTHOR® VENDOR REGISTERED WITH THE AMBRCJW SHUTTER SSEMS ASSOCIATION. INC. LTAIn- ec - 3 Imp NOTES: A1) MINIMUM F61 MENT INTO POURED CONCRETE OF TAPOON OR TAPCON WITH ADVANCED 1HRFMFOIRM TBC INCUM ANCHORS AND TAPPER+ ANCHORS S 1 3/4'. AND FOR BLUE TAP W/ CAP ANCHORS S 1 1/2'. A.2) MINIMUM EMBEDMW OF 1/4'0 : 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PORT ED. 1/4'0-20 S-M MACHINE SCREW USED SHALL BE 1 1/0 LONG NRBUUM SHOULD STUCCO MST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO, A3) W CASE 11-1T PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VDIEFRR BE FOUND ON THE DOSIING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A2) ABOVE. FOR INSTALLATIONS ON *VINYL SIDING OR EWS WITH OR WRHOUT MEDAL. STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. (8) TD EXISTING CONCRETE UI.00R: (ASTM C--SO) - 1/4.0 TAPCON OR TAPCON CORN AuVAKED THRFADFURN TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT.W. BUIDDL - 1/4'0 x-3/4' ALL Pows SOLID--SEr ANCHORS. As DISTRIBUTED BY ALL PoINFS SCREW, BOLT & sPEcALTY COMPANY. - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA, FASTENERS DIECr, INC- - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS. CRC., AND DISTRIBUTED BY ALL POINTS SCREW, DOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICW SHUTTER SYSTEMS ASSOCIATION, INC. NOTES ELI) MINIMUM EMBEDMENT ROD CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS S 1 1/r AND TAPCON WTH A COXED THRFADFDRM TECHNOLOGY ANCHORS IS 1-. W) MINIMUM EMBEDMENT OF 1/4'0 z 3/4' ALL PORTS SOLID -SET ANCHORS SFWl BE ENTIRELY EMBEDDED INTO THE CONCRETE BL.00L NO !EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4- 0-20 SS. MACHINE SCREW USED MALL BE 1 1/2- LONG MINNUM SHOULD STUCCO EXIST. AND 1' IANILUN FOR WALLS WITH NO STUCCO - IN CASE THINT PRECAST SHONE. PRECAST CONCRETE PANELS, PAVERS OR ANY MEER BE FOUND ON DBE D(ISTING WALL OR FLOOR, ANCHORS SHALL BE LONG DOUGH TO REACH THE MAIN STRIXTURE MIND SAID WALL RNlSHffS. ANCHORAGE SFULLL BE AS INDICATED ON NOTES ELI) & B.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EJFS WITH OR WIHOUT METAL STUDS CONSULT TF09 MOINMt. FOR INSTALLATION INTO E1F5 WITH METAL STUDS SEE SHEET 211 (C) ANcHoRs SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENOAAnONS AND SPEaFtwONS OF THE ANCOR's MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.1 VERSUS SPACING RELATIONSHIP FOR ANCORS. EDGE DISTANCE !MMJS SPACING SCHEDULE FOR ANCHORS• MNIMUM ANCHOR SPACINGS ARE VAJD FOR EDGE DISTANCES RDICATED BELOW. FOR E. 0. LESS THAN THE INDICATED. REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE Uf THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN UWMNM SPACING INON'ATED FOR EACH ANCHOR TYPE FACTOR ACTUAL DICEDGE IANCE TAPCON TAPcDN THI FORM TEC mcED ALL POINT SOLID �7 BLUE TAP w/ GIP APPER MIN NG E . URN. SPACING - 3' MIN. SPACING - 3' WrL SPACING - 3 1/r MR SPACING = 3' 3 3/4' 4' & POURED CONCRETE BLOCK MN. Ea-r PaxaD caNCEETE MN. ED=3 1/Y anc+rg a6ac MR. EEL-2 IfZ POURED CONCREffE eiaac &POURED MN FO -3 IEcOmmm & NIX ED.r P0.!✓® OOJf7E7E MIT. ED-3 1/r CIE 0DIX MN M-2 1/Y 3' 1.0 a80 iD IL78 1.0 G.64 1.0 21/2- - 0.B1 1.0 - 0.57 1.0 r - 0.71 - - - 0.51 - 1 3/4' - Cal - - - 0.43 - 1 1 r G35 - am TINT TESTING & ENGINEERING COMPANY 5= N.W. MV6 SL. S 305. %VGM DARDOG, TDI®A 33 Phm : (MS)87I-1530 Pot : (305)871-153I e-mail: bfbcccCadi ®-0006719 WALTER 0. TIUJr Jr P.E. RIDNOA Uc. ® 44167 FLORIDA BUILDING CODE Eton High Velocity !Hurricane d.N ®S American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 O 2p0115 EASTERN METAL L SUPPLY, INC. BERTHA Tm H® Accordion Shutter Sysie� ttv aaoE Ifi W/ CR W/O t(.v WN DOW RAX My Nk 11MOMON DATE DRAWN eY NL 1 OLD 11-192 4/13/I5 DACE 4/T3/is x DRAWING No � WNG No 3 4 L d, K aLON SHEET ROOM, ®®��®3L°70Lx] Of7000F�F/Q DOD©i>•0©0 mmmvovon®mmmmm�vvvvvvvvv©Eit000©©© �iD®mE7C�I70O ,>••.mmmuvono®®®®�lnomvv�avvvva©v©vvv©© mmmnnonn ®®®m®mvan vvoravvvv ©©vovv©Ea mmmsanoov ®®mm�oov vvovvv©c1. vvvv©vvo ©mmvonnn®®mm®ov©vvvvvvaQv©vvv©©Fa mmmonnvo®®movo©ovvvvvlvavvon©©v©© mmmnonnv®®m®m®oovvvovvoovov©©©©o mmmr�oono ®®mmwvo>o,faEavvv©n©vvvv©oca© ®mmv0000 ©®mmm®o©vvoavotva vora©©>vav 'mmmnonnv©®D3®om©Qvvvvvv©©vvow©vv© m®mononv.®®®movmQvv�avovoo©av©aw©nl, inmmE117000®®©�L10©©Ei00000F�000Q0000© ®mmOQp0[30®®3LiQ®�OODOOOOL��fn©©[I00®OQ mmms�onno ®®mv©o©Q vavvvovQ vvv©©©vo I, m®m00000®®mno©�nvvvovnonv©OEi1®©®n mi®mvo©®w;via000vowo>vEa©©v>vQ mmmcaovn ®®mvvov©vvovoravn ©v[1.Aa©Fa© ®mm[��avQoo al,mmnonng memo©©©Qw or�oomn©w wvv©©©ov m®moonnn®mov©©nn000vo©onvvvv®vvQ ©"M "M00®ml�i®OQ�]n000000F>0©®®Ett©©©0' ®mmmEavvvv®®ovoo©nvvo©mnQQ©v©A©©ww�, mmmnovoQ ®onvo©Qn r�QQ�avvaw vv®v©u1©w mmmnnnon ®mlmo©�Qn ESEaomn®vaFan>av©�wQ � ®mm�sonwwmmmvv©wQ vvv©vowQ Ea©©v mmmonoww mim�con©Q vvvvvvoav ©oflA©©©© LINE m®mvoowwavvoQwwQ000vv©nQvv©1©DODQ mmmvoowo®mv©©>annAovvoQwnonvoQowQ mmmunowws��vv©©QQvv©m©woQv©®�©QwQ ul,mmvvoww®mvv©oQQvvavvvow»vv©©©©o "rammvonnn�o®©©oQnvvvooQvnoovvo©wQ D7©moonwn®vvonnnnaysnanoQvovc�©www mmmvovwQ ®vvvv©wQ on©o©v�aQ vv©r.1.©oQw m®mnoowo ®mv©®©QQ onvvvv©Q ©vowlvv�an snmmvvowwvov©oQQQofaonowvwv©©oQ©nQ� mmmonnnmm�o©QQQnvvollo©Qnnv©v©©wva mmmvoQQwmoo©©QQnvom®nwcan®v®©oQnw Q�®mOOQQQ®Q70©©©QQOQOk700©Q©©0©®©®© D3mm000QQ 0[>1©©wwnw 0©LiLFi©noQ ©©F�®o©QQ 1n®mnonQv mzavoQQnQ olon©nnoQ votv>voQQQ ®mOwoQww as©v©wwQ r»o©Qwwn vac�Qvvvv ®mononwom�vod©QQnivQvv®raQ©©©p©©®o mma>fnoQwwvv©©wwQQOOQn©woQ©©nravwwQ rnmmnnnQvvvo�lwwnQaQ000noQ©©©movQn mmmEaQwwwav®vvvvv vovvvoww v©©o©vvv �mmmoQOQwm®©v©QQQowa>©wwwwvvv©wwwQ ®®mvQoww ov©wwwww Favo®wwwQ ©©ocanwww mmmoQQww�avwwwwQvv©nwnoQ©vvoQwwQ mmmwwwnwvv©m©nwwv©©nnnnQ©v©©wwQQ mm0wwwwwmi®vvvowwvvvvv©nQ©v©©©©r>t© mm0wwwww v®©wwwwQ EaEad©wwon ©©r�€�Qwnw m®mnwnnnnonwwQQwnaolennQn ©©ocs.QwwQ iammQvwowoovowow�avvoQOQww.©©©nQoww ©msawwowoav©v©wQwv©vvvvvv©©vovooQ mmmvoQvo�©�ovo�vovmeevve©r©�©odv�o pFAPCON DAN ORa LN AL.0 SLCOEETGDY BLUE TAP TAPPER+ SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VADD ONLY FOR UP TO +70, —75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 HV BLADE ONLY Hurricane ,g%�`�ER a rig "''•.,, ® 2o15 �, NErALL suPPLY. ING BERTHA HV�Tm I.f���. Accordion Shutter System Kv 11" #i w/ OR W/o Kv MA E * �l� � American buffer Systems DESMPTION DATE EMWM er: N.L TILLIT TESTING & ENGINEERING COMPANY AssocIO11CT1• inc. 1 OLD 11-192 4/13/15 MM 4/13/15 Z 9 STATE OF * Mw N.N. MM st, s1e xi,. VRMM GUMM fZ� 331e rlw,re : (3o5jH71-1530 , Fm: , (m)en-1531 4268 Westroads Drive s DRAWING No 15-085 %'OE`'• ORION . '�, 6-mas: cxw e®adi West Palm Beach, Ft 33407 3 NAL E�6.��. WAMR A. TOM Jr. ME a SHEET RDMAP.E_ SEAtj�SIISNA 'i /DATE 11` ! 4767 6 14 OF 20 MA)CIMUM &!iD- MIGN PRFq-qU ANIOI CORRESEQNnINQ MAXIMUM (SEE MO MNM ON SHEETS 16 & 17). ANCHOR SPACING an.) SCHEDULE FOR A L.J B�;TRATE UAXMWVN. SP (ft) SOUTHERN PINE No. 2 W/ MIN. G=0.55. DOUGLAS FIR W/ MIN. G=0.50 WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR VM&M%INGS SPRUCE PINE FIR NORTH W/ MIN. G-0.43 WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS W&% SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 WALL MOUNTINGS CEILING MOUNT T M, N. O & R FLOOR MOUNTINGS W&% 1/2- MIN. COX PLYWOOD WALL MOUNTINGS P& a 2 �W ASOUTHESM.PG=-0.55 Iu _ FlR W/ S0 B.O. WALL MOUNTINGS S& V SPRUCE PINE FIR NORTH W/ WIN. G-O.43 B.O. WALL MOUNRNGS S& v SPRUCEIN FIR SOUTH W MIN. G=0.36 ' B.O. WALL MOUNTINGS S& V -T CR 4'-D' ®I®pEf®iRSQ.(� 60 10 10 f0 TO 10 7.5 SS 4.5---664---121035---653.5---12 75 9 9 9 9 9 7S 5 .4 - - - - 90 8 B 8 8 6.5 4S 3S - - - - - 0.5 8 B 8 S 4 3 - - - - - - 30 B 6 e 8 6 e 6 6 6 8 6 6 6 ®I 40 8 6 8 e 6 6 6 6 6 6 5.5 - eft 60 6 616 8 6 8 6 SS 5 4.5 - iElQ�tetr.� 75 6 6 6 .5 5 S 4 - - - - 90 6 6 e .5 4S 4 S 3 - - - - 0.5 6 6 S 4S 4 5 3 - - - - - 30 12 12 12 12 12 12 12 12 12 12 12 12 ✓>'�lai»rt 40 10 to 70 10 10 10 10 10 f0 TD 7 - 60 1019 10 f0 10 f0 10 9 6 4S - - - MS¢Lvlx 5 9 9 9 9 6 4 3 - - - - 90 8 8 8 8 5 3S - - -. - - - (p4 05 e 8 B 5 3 - - - - - - 30 6 8 6 6 6 6 8 6 8 6 S ®1939�1®EC17B 40 6 6 8 6 6 6 6 8 .5 4S 4.5 60 616 6 6 8 6 5 4S 4 3.5 - 75 6 8 .5 5 .5 4 S - - 90 8 fi e 5 4 3S 3 3 - - (� 05 6 6 5 45 3 3 - - - 30 12 12 12 12 12 12 12 12 12 12 fT9011�E��(� 40 10110 10 10 10 10 10 10 10 10 f0----853.5---65----1212121. 7 60 10 10 10 10 10 4 3 - - 75 9 4' 8 9 7 4 3 - - - 90 B 8 8 8 .5 - - - - - OS B S 7 S - - - - - - 30 6 6 8 B 6 e 6 8 8 6 09011®mE 40 6 6 6 S 6 6 6 8 .5 4.5 li®lE'R07G (IdJ ®BL@T4R�61R'Tyt) IBitI �EI��:(pd) ®IRW.L' fI4�Wa GH ®®XR7191E elaC (p1) 30 2 12 12 12 12 12 72 12 12 40 170110 10 10110 f0 10 10 10 10 10 60 6 6 6 B 6 5 4.S 4 4 - 5 6 6 6 B 5 .5 4 S - - 90 6 6 6 5 4 3.5 3 3 - 05 6 8 5 .5 S 3 3 - - 30 6 6 8 8 6 6 6 B 6 40 5 5 $ 5 5 5 5 5 5 160175 414 4 4 4 414 4 3S - - 4 4 4 - - - - 90 4 4 4 3.5 - - - - - 05 3 3 3 - - - - - - 3D 12 12 12 12 12 12 12 12 12 40 12 12 12 12 12 12 12 12 12 6D 12 12 12 12 12 12 12 12 12 75 12 12 12 12 12 t2 12 12 12 90 12 12 t2 12 12 12 72 1.5 f0 9.58121211. 105130 12 12 12 12 12 12 O. 9.5 &5 12 12 t2 12 12 12 12 12 12 40 12 12 12 12 12 12 12 12 12 60 12 12 12 12 12 12 12 12 12 75 12 12 12 12 72 f2 1. 0. 9S 8.57612157.5854 80 12 12 12 12 12 11 9-5 8.5 8 05 12 12 12 12 0. 95 8.5 7.5 7 30 12 12 12 12 12 12 12 12 12 40 12 12 12 12 12 12 12 l2 t2 60 12 12 12 12 12 1S 10 9 8 12 12 12 12 a585 9 8 7 6.5 90 12 12 12 10 7.5 8.5 6 SS 0.5 12 12 0 85 75 65 SS 5 0.5 - ' 5'+0' 6'-O' 7'_a 8'-0. 9'-O' 10'-O' 11'-O' t2'-O' 1210 13'-O' 14'-0' 15'-0' 16'-O' 12 12 12 10 10 - - - - (1) HV BLADE OR n HV BLADE W.1 jA HV WINDOW BLADE WORKING IN UNISON® . 518 ATf016 Ur i;T 81AOE�ON S,sEr 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES i. ANCHORS TD 011. nDOR OR SOUP WD00 SOFAT sKALL BE AS FOLLOWS: - 1/4Y TAPCON ANCH0t6. As UV&FAcRIRm Br LT.W. 9w Dw W/ 1O1t10R1 E11Bm71m As wrAtm AT EAM SET.9WN ON SHEETS 18 & 17. DOC4PI1INt SEE NOTE 2 BF1011. 2. MICIORS TD HOUAW CEWC SHALL BE AS FER LfOUHRNG TYPE U. SHEET 17 NO S1NLL CON$T OF TAG SCREWS AS PER NOS 2012 SPE091CA1*m 3. SURMIMM SRNL CONSIST OF 771E FOUAWWG -SOUIHE384 POLE No. 2 W/ C-0.55 (LDS) -DWUAS FIR W/ G-0.50 (N.O.S.) -.SPRUCE PINE FIR NORM W/ G-0.43 OW--,) -%%flCE PINE RR SOUM W/ G-0-M (tLDS.) -NUL 1/Y CWC PLYWOOD (1985 APA) 4. ARCHOfg %KL BE MIA11m FOUDW0IG ALL OF TK REOOM10770A WNW AND SPEICBV/OWNS OF TIE: ANCHORS MANUFACRIRER. z 7�:U�LE�c ��oin c - TILLTT TESTING & ENGINEERING COMPANY �5. 6a187 43+5 Haw 1GN. St. St, M5. MGMA GLIMEN% FLORIDA v Phwo : (305)871-1530 . Pox : (305)871-1531 • - e-mm'E b7Eeea0wl.o 7E OF i E73-0006719 WALTE 5SA R A KILT Jr. F.E. ilg�brA1 WC.I ASi AL nMMA Ua 0 44167 Adpft ®oalsws American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 Ilan High Velocity Hurricane ® 2015 EASTFR71 MErAL SUPPLY. INC. swE..C7 ■ "An " w TM Accordion Shutter System KV. RAM 01 W/ OR W/b RV. x1Nr N RAM AWING No 15-085 A\- FINISH 1 4"0 771PCON OR APCON WITH ADVANCEb TNREADFORM TECHNOLOGY W/ 1 1/2' W" PENETRATION OF THREADED AREA TO (SEE SCHEDULE ON SHEET 15) 1� 1 1 1 EXISTING i GLASS --I L- " EXISTING UK rx4' WOOD HEADER REQUIRED r Il FOR BLADE ON SHEL7 19 BLADES O n EXISTING - MIN. SEPARATION TO GLASS OOD PLATE (SEE SCHEDULE ON SHEET 11) EQ'D- 1 `.::. WALL FINISH 1/4'0 TAP'CON OR _TAPCON WITH ADVANCED THREADFORM TECHNOLOGY Al 1 1/2r WN. PENETRATION OF THREADED AREA TO DUSTING WOOD HEADFTL (SEE SCHEDULE ON SHEET 15) 1/4-0-20x3/4' S.S. Id ame �@)R0 SCREWS W/ 1/4'-20 NITS 1' Min. ® 12' O.C. 'e Z ®♦ f 1u1 ° 1--1 -'` - EXISTING MIN. 1 2'x4' WOOD 1 HEADER REQUIRED I DUSTINGMIN. SEPARATION TO CLASS GLASS --I SEE SCHEDULE ON SHEET 1' I MIN. SEPARATION TO GLASS EXISTING __--_ I (SEE SCHEDULE ON SHEET 1' cslAs�' �1 1/4'0-2OA3/4' S.S. MACHINE SCREWS W 1/4'-20 NUTS a 1. O.C. a 1 1AN SSVM 1 70 GASS e.. 1--- SCHEDULE ON 11 FOR SLAM ON SHEET 19 DUSTING i SLAMS (D& GLASS-4 1 ( wu PFLRI 0"0 TAPCON OR TAPCaN WITH ADVANCED T14READFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SIM 15) �- rx4" CONF. SILL PLATE REWEL MIN. SEPARATION TO LASS !iS EXISTING (SEE SCHEDULE ON SHEET it)-- GLA.SS--1 1/4 V-2W/4' SS_ 1 1 USING N 1 4--Z NUTS ® Dry 2 x4' CONLJ • • (' •1 `� `" WOW PLATE � i HEWS. �. 1' AGn. it 1' Liia 1/4'0 TAPOON OR TAPCON WITH ADVANCED 1/4.0 TAPCOH OR TAPCON WITH ADVANCED k� 2'x4' CONE SILL PLATE THRFADFORM TECHNOLOGY W/ 1 1/2" Min PENETRATION OF THREADED AREA TO f0L67WC MOD HEADER. THREAOFORM TECHNOLOGY W/ 1/2' 1/4'0 TAPCON OR REO.D. Ain. PENETRATION OF THREADED AREA INTO PLYWOOD TAPCQN WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL �DFO M TECHNOLOGY (SEE SCHEDULE ON SHEET 15) WALL FINISH (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2'x4' 1/, . CD W OF 2 MOUNTING SECTIONS ASSEMBLY - CAN BE 1/2' MIN. COX PLYWOOD itEG'D. STUDS ® TO REQ'D. PLYWOOD TO BE WALL FIN THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO (� SCHEDULE ON 5!T'ET 15) SUIT ANY INSIALIADON- Rb NV WALL SILL INSTALLATION OUSTING MIN. rx4' SKIDS C 16' O.C. MAX. RELD�O. ATTACHED TO SPUDS IN STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 230E OF THE F.B.C. ACCORDANCE WITH SECTION 2308 OF THE ®NV WALL S111 INSTALLATION ♦ SEE _ V WALL SILL INSTA eION LL T F� UN TTONS OF OF BLADEQqaH SHEETR-ORIDAB11LDlNG CODE (Hon High Velocity Hurricane ZonL ® 2015 EASTERN METAL SUPPLY, INC. BERTHA ®TEA �s����� Accordion Shutter System American Shutter Systems H.V. BtAM #1 W/ CR W/0 KV WINDOW BLADE DESCRRPLLm DATE MWN EM. ML T1LL(T TESTING ENGINEERING COMPANY Association. Ina. 1 11-192 4 4/13/15 N.W. sa., vena4.1• E1TDRaA s31 OLD 13/15 DATE Phase : (305)IT71-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 DRAWING No 3 e-1NaL' 6Tc,matcf. ^ A�TRN' West Palm Beach, FL 33407 15-085 4 p(��OR{D�``.G���1'� D CiAdX �1;4W;;;ir1SOnV71A= WAL,82 P.E FLORIDA Ue. Q 44167 5 SHFFT L FINISH - 1/40 TAPCON OR TAFCON WITHH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Min. PENEfW TION OF THREADED AREA TO FASTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) rr I 1 1�+1 1 L-I1r NG ON 27x4' EJOSING HEgOFA REOb Glnss . SEPARATION TO GLASS i (SEE SCHEDULE ON SHEET 1 1/4'0-20x3/4' S.S. 7' PHILLIPS TRUSS READ dm. MACHINE SCREWS W/ 1/4•-20 NUTS a I O.C. 03 HV WALL HEADER INSTALLATION ln-Q � SfIF.7TT 4 RiR TYPIGL SHUDEN AS�7!(E.Y 2-M(WHONG SECTIONS GV! BE COMBPim N ANY NAT ro SIR AND' fK57AL1A1DN. SEPARATION TO SHEET I (SEEEE SCHEWLE ON SHEET ' FXICSi7NG� 1 1 I f IWTVAIl n 1/4', MOx. 4'xr (Na.) EXMING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY - OF E70SIING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OF ARCHITECT PRIOR TO SHUTTER MISTAUADON. 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Mi PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) EXISTING TO SOED 11 FO I aN 5 T N. I 10 SHED E705iiNG, 1 FQI 5 censs\ I T1Ac I ALM ANC H LOCA 2'x6' MN DECK REQUIRED (NO FINISH ALLOtYED) EDGE OF DECK IF APPLICABLE (IF APPLICABLE) MS71NG SOFFIT /4' U= THK. 14x3/4' Q 'x4•xl/a' CONE. ALUM. TUBE I-y 6063-T6 ALLOY) W/ O 6' O.C. I 1 3C /16.0 LAG SCREWS TO ACH RAFTER OR TRUSS. Or Q of I OCATE LAG SCREWS AT IIDWDTH OF ENSITNG WOOD EMSM. (2' Min. NOMNAL OPEN HOLE AT EACH C�.�OIR MOTH) W/ 2' M"m.SKID OF T . ACCEPT I��ENETRATION 5/16N L%G SCREW I£jREA THREADED vAlO FUR AT CENTER OF WBE NTRH 7zpsf MAX. AS.D. DESIGN LOAD AND {{iUjIN111HsrALLAT10Tls E XISIING UK SFPAARTRN -0MAX. SOAK TH6_O—�I To MASS M IS E �mAE CH OR ®• -i 11 FM MADE ®.voHAWTY ORWOOD W/ MICTION S'ECIFECI OF OSO AS DOUGLAS aspa®FlR OR SOUTHERRN PIE Nm 2 R EDUAL. U HV CEONG STALLATION 1 OR I MN. 1 1 SEPARATION TO GLASS ism ON ET 11) SL"EDULE j I I I 8 I 1 EXISTING HEXDECK S--,I I I N. WOO -- WASTHERR4HEAD TEK i DECK EQ RED R SCREWS O 12' om (NO FINISH ALLOWED) E 1' OF EDGE OF OEaC _ DECK IF _ IF APPLICABLE I 1. 1/CO-2=1' HEAD 1/4.0 TAPCON OR l- PHIWPS TRU55 HEAD ..WTI. kGn' �Okf TAPCON WITH ADVANCED MACHINE SCREWS THREADFORM TECHNOLOGY W/ 1/4'-20 NUTS 1/4'P 7APCON OR TMCON WITH ADV/WCED W/ 1 1/2' Mm. PENETRATION ® 12' QC. OF TFfiTEADED AREA TO TECHNOLOGIC W/ 1 1/2" Min. PENETRATION OF THREADED DOSTTNG WOOD HEADER. AREA TO EOSRNG WOOD HEADER. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) • SEE UURAMORS OF USE FOR ® HV FLOOR INSTALLATION 1 SILL INSTALLATION euoE ©ON SHEET 19 �10ENSF'T9': T� ,aQo • 0L C ®sac. $•'•, CCCJJJr TR= TESTING & ENGINEERING COMPANY FLOIi W ' ` aIM5 ww. ]Wd St, S SOS. V8MM QMCDOM Ptw : (305)6'11-1530 . Fm . (305)871-1531 ''4A%1s/O1YAL S`k'' WALTFRF A. TILIH 17Jr P.t: {.`v n r ..�A:iFbA1RWi►1�,,Lnr FLOFMA LEG g 44167 1/4'0 7APCON OR TAPCON WITH MD V AL_2• MIN. THREADFORM TECHNOLOGY W/ 1 H/2'tSm. —2" M1Nt:j PENETRATION OF THREADED AREA TO COMM WOOD HEADER (SEE SCHEDULE ON SHEET 15) O Hy WALK —OVER INSTALLATION FLORIDA BUILDING CODE Ran High Velocity Hurricane ® 2015 FA`TEAN METAL SUPPLY, INC. AMSMSo a American Shutter Systems 16E Association, Inc. 4258 Westroads Drive West Palm Beach, FL 33407 Accordion Shutter System FLv. BADE ##1 W/ OR W/O HV. %MMO V BLADE 5IMPY4 AWING No 15-085 161. w END INSTALLATIONS n HV BLADE OR J& WINDOW BLADE INTO 2"x4" MIN WOOD STUDS 2e1• UK w= r= RIMrw Mtt tR14 tm rLtMpap. /2 Yv1. 41mt/Y sas. END CONNECTION DETAIL iu 1 h411 y1 4 i 1: �I : I tsi r ex p s„x,s �D taws I txtmrs GLASS --1 �txsm+6 / ` 1/2 1a4 (9x ut sE: /te43• is a w - - m t/z• te1. tav vinow. ^ - e.�.�. " � w ON '� a� tom• � W is m ute�mn ®a ® Is 04�ls RACE. (tDGVE 1/2 F!®/ BlIF5m6® a CDa a 01M I pp t) t6z t• al r wx @imt/2 eY� — - � i11rbu�aEtMs7-r - — - 016 OG _ ^ - (so Auvq Ar emnoa 4 mtfi 4 f�/n twmv ro A/ SEE 11EpL x 1 OR ®� W� 4� OR M `�' sEE ovap. x tae OR SDE RV41Eti11CP1 ro ,lpa6 s{E cott x m END CONNECTION DETAIL U a�16f0 l� t/4Y sJ1S R1LlRAl1@t o 12 O.0 QOR slops RmU - 1 ♦11Zc. tllxZ 4� cm(g)�(J)m L ©-@OR(90R(D VIEW Y PLAN CM(g)MOM ®MOMO-O END CONNECTION DETAIL • lzEwR+,n aar rae srAtm cxutm 11MM ,2-0• 1 S F LIM,I�ATIONS OF USE FOR BLADE Qq ON %M 19 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone `"�111111 11,r11/ - ® 2015 EAS)ERN NErAL SUPPLY, ING ®I BERTNA HVTM Accordion Shutter System — ®� 0 0 KV. MAOE jV1 W/ OR W/0 FLY. WNWN BIAISE �� TILLIT TESTING & ENGINEERING COMPANY AR,Orlfofl Shutter Systems A930Ctat1011� Inc. t"EV. M CMCRWT M DATE DRAMN BY. M.L. „-, - TATE 0p ��� ' ��'c�ORIDP ` �®f esss R.vr. atwu St. 5, %A vea w 6umew aD11aA ass, Ph 6 (305)ff7t-1530 . FRx c (305)971-1531 4268 Westroads 16ifave , OLD 92 4 13/15 DAM 4/13/15 x DRAWING No 4/�sG`��� ��y O0 T44167E West Palm Beach, FL 33407 3 15-085 ON/�L 6N P.E.'3&li{el,�(Sn V7 RE/)ATE nmmuR s SHEET 6 Is OF 20 MAX. ALLO WIND SEE Com DETA 10 M FULL ELEVATION SC UK SEPARkTION TO CTCLASSEDU E ON %M 11 FOR MADE(D E)=NG GLASS �� — AND ON THIS STETS FOR EEADIs CD -- --- -------- ---j---------- --- ��.-----------— — — — — — — — — — — — — — — W/ 2 OR QS)AND W/O ( LADLE 4 oBovE) PLAN TYPICAL In HV 13LADE WORKING IN UNISON WITH HV WINDOW BLADE GAS SHUTTER* N.T.S. A. v1�kll./— : * = I TIWT TESTING &ENGINEERING COMPANY 6195 &W 3G5r. %. S 55. NMI" GAIIVEfa. MIA 33 Pf=o : (305)871-1530 . Fmi : (305)R71-1531' 20flIDp �k.�'�` °op1`°m Ea-OD G.af`�```` — WUMJr. �RIA U� 0 167 %AIUAi.E,N 1. MAIL A.30. 009GN PRESSURE RATING +110. — 110 P...F. 2. MAX. SHUTTER SPAN! 96' 3. ALLOWED MOUNTINGS A. 0. G i N ON SHEETS 6. 7; AS WELL, AS MOUNIU 5 M. 0. T. U�R W ION( SLEETS 188 & 17. WITH 6�1 (2� ARWYM{Sr rN AABEWQETWCIV_R OFPOSINo UYW1 Y AT DaER10R ACCESS� OPPOSING CENTERMA 5. (A) HV W NDON RUDE tO SHALL ONLY ALLOW A MMMUM OF 5 OPENINGS (3'8 HOLES) FOR ® PER GLIDE AT SPACDIGS SIMIN ON SHEET 4. (8) MIAL CLEARANCE WIN TOP OR BOTTOM EDGE OF W WINIM RACE© OF ANY 310 HOLE FOR Q_4 MULL RE 12'. (C) H11S.OR LAS,F MADE COMING OUT FROM STARTERS AT ETAS MAY BE W WINDOW RUDE O (D) HV WINDOW BLADE f@M1ST BE USED ALIERNAXE TO A SOLID HV BLADE 1Q THROUGHOUT SHUIFERS WDIL TES SHALL ALWAYS BE I STALLED ADNAC IT TO A SOLID NY (LADE 1 OTHER SIDE OF THEM. (F) POLYr RBONAIE FBI WIDOW ® SHALL RE INSTALLED SO V7!§ TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW (oy NEAT BE ONLY INETATIEB AND LOCKED USING A HV SETTING TOLL PRONGED BY ASS& INC. G SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAW B1A.DNGS ON SHEET 15, AS LADED BY SPAN AND DESIGN LOAD (SEE NOTES 1 R 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR OMALLADONS INTO POURED CONCRETE OR CONCRM BLOCK WALL ON SLEETS 12 h 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 3 2 ABOVE). 8. 16N IMUM SEPARATION TO GLASS SCHEDULE PER ASNM E-1990: WIND ZONE MKMUW SEPARATON 70 (MASS 1 "am 3 1' 4 625' ■ S vS .Pie American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Hurricane ® 2015 EASTERN L/ErAL SUPPLY, INC. Accordion Shutter System FLV. a" ¢1 W/ OR W/o RV. alrnoW 11AW 1 OLD 11-192 4/13/15 DATE`. 4/13/15 2 DRAWING No 15-085 ek 1 1/z'x aoss mcK MM A-853 CRADE 40 SRI GALV 16-O. METAL SNOS AT 16' O.C. S INSTALLATIONS Wf n HV BLADE & HV CENTERMATES 4344T INTO METAL STUD WALLS ® O.0 a 6- ac EXISTING MASS —i MIN. SEPARATION .'r (SEE Sc ED tE) I Grp.) a m • i �pOSfWG � m i at AX4EL.. I 1A5 AMJCJ+B� MNI/2- TIX SUM S EXTEPoOR FACE O.C. I I 0 or O.C. AND CO S FOR BERTHA Ffl/ BLADE ACCORDION SHUTTER 20EM INSTALLATION TO METAL STUD WA I S 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (pst) 2. MAX: SHUTTER SPAN: 84` 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ENiERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A ETRICAL LAYOUT, USE 0 (2) 35 (6` LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT OR OR INTERIOR ACCESS SIDE OF CENTERMAT E. BLADE SLACK DETAIL HVF IS ALSO VAUD FOR CENTERMATE 21 APPLICATION WITH BLADEa) 11/2k 0-039 THICK W TNfgES iV ® O1. ASM A-653 GRADE 40 �a G"T Y. �L '- _I MS WALL HEADER/SILL INSTALLATION L SKIDS AT i6- 0.C. n—�-' -zDCLSRNG GU1,SS — — — — — MY 1'r (Cant) Etl�i'1= VAND ZONE WLN"M ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1' 4 4' E7(Rl1NO FINW AS APPLICABLE (TIP. TOPS BOTTOM) SYMMETRYCAL 1 '•CENTERMATES ' . INTERIOR ACCESS ERE Ile crw) 3 t/4' (Typ.)--! � v--(6`Min_) 4- FHVA IM BLADE SLACK DETAIL HVF HVC MID.) �x M ' 7L EC.® 1 •; Iltic. �' : ( YE * = TILLIT TESTING & ENGINEERING COMPANY • 6ss6 N.N. 30N s1, ` 306 "' cNrorTa RaimA 33 PM1one : (305)871-1530 . I= : (305)871-1531 '.�O,rF• F�OR101" �� �1DA ulsi P.E TbMFE/GATE u�i 1/2- MAX. S!" AmnSaSs ■ American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ® 1/4'o NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY ©11:r1cT1f + t' ® 1 /4!0f -20X-V BOLT MUST PENETRATE 43c 1- 1373' a, r 050 �T �m 1/470-20 THREADS ® 1, "O ELCO CONSIRI1CflON PRODUCTS FAR—LOK HQ COMPONENTS rx 6 1/4k 0.035' THICK Aran. GALV. STEEL TRACK CHANNEL. A-653 GRADE 40 Yet G-60 NIZED FASTENED TO SPUDS !) #6x1/2- TEK SMENVS ON OR S EXTERIOR FACE I LOCAAT HV HEJDER1SftrEN0S L VIEW Y SIDE CONNECTION TO TRACK n Nigh Velocity Hurricane 2015-EASTERN METAL SUPPLY. INC. Accordion Shutter System RV OADE #1 W1 OR W10 ILY WNDOW BLADE 1 I ULU 11-192 413/15 DATE 4/13/15 s DRAWING No 4 1 1 1 15-085