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HomeMy WebLinkAboutProduct Approval 17 XOPR 110 X,V PR MAR 262 "eel I p 91 XT S2 14 �6GAR ti FILE COPY Li 2 _3 GENERAL NOTES: I.BERR4A H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P,£.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHAD.NOT BE INSTALLED AT HIGH VELOCttt HURRK:ANE ZONES, DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOS,FOR A BASIC WIND SPEED RECUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DRECTIONAUTY FACTOR Kd-DEIS.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM(A,S,D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11,12, 13, 14, 15. 19&20. ♦ 8 fel E]AC}Gt:('�$[ w IN ORDER TO VERIFY THE ABOVE CONCITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASIDE 7-10 SHALL BE FIRST"REDUCED TO A.S.D.DESIGN WINO LOADS A I.�,�-� BY MULTIPLYING THEM BY 0.6 IN ORDETTO COMPARE THESE W/MAX.(A,S.0)DESIGN PRESSURE RATINGS IN04CATM ON SHEETS 11, 12, 13, 14, 15, T9&20. GENERAL NOTES SHEET 1 IN ORDER TO WAIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D„AS TESTED,WERE NOT OVER STRESSED,A 33 K INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS Mg USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WINO DURATION FACTOR CD.t.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD, SYSTEM COMPONENTS 2t-37 SHEET 3 BERTHA M.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL,SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL.WINDOW BLADE&YrNOOW DETAIL -HV BLADE O #0214,01-03,#077501-03,11004.01-05,#121401-05,#0317.02-06r#0609.01-f0 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA • KV M (3)ANQ 8Y ENDOW 8L DE Q AND E-1996 STANDARDS(MISSILE LEVEL 0,WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. /W►NCRF �,yy,ME . -HV WINDOW BLADE 0#0506.01-08 AS PER ASTM E-1886 AND E-1998(MISSILE LEVEL 0,WIND ZONES 1, 2,3)BASIC PROTECTION ONLY AND If D725.61-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 8 2.HV BLADED AND HV WINDOW BLADE 0 ARE ENGINEERED TO WORK N UNISON WITH EACH OTHER UNDER THE OENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS CONNECTION _MT CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 150 01 YIELD STRENGTH ANDK180 kil TENSILESTRENGTH,MOUNT SHAL BE COATED WITH BERTHA HV S SHALL BE#DACROSHIELDDOUTIN07SYSTEM ASRESPECDMANUFACTUREDMBY APPROVED INIMUM SERIES CENT£RMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION,PNS MUST BEAR THE HN!MARKING ON THEIR HEN). END GONNECRON DETAILS i-6,CONCRETE/BLOCK SHEET t0 I- 4,ALL,ALUMINUM EXTRUSIONS SHAH BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3,MINIMUM YIELD STRENGTH FOR 8083-T6 ALLOY 1S 300 kat AND 35,7 kof FOR END CO SPAN TABLES SHEET i{ 8005-75 ALLOY, ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksl MIN.YIELD STRENGTH AND 90 ksl MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SH44.COMPLY All FLORIDA BUILDING CODE SECTION 2411.344, ANCHOR SCHEDULE-CONCRETE At BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ASI 304 OR 316 SERIES STAINLESS STEEL'VAIN 35 kill MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7,SEE THE FOLLOWINO SHEETS FOR ANCHOR SPECIFICATIONS:HN BLADE D 12,1.3,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 18 HV BLADE .03 WORKING N UNSON; 12, 13& T& INSTALLATION DETAILS S-X;WOOD SHEET 17 END CONNECTION DETAILS 7-12& X,WOOD SHEET 18 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#8'779,S82.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S,-PATENT#5'458,179 kMCO TO EASTERN METAL SUPPLY,INC. ONLY$L� 9.IT SHN.L BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE.SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ARFFA A- & WINWIN 13LAlm ALL-SHUTTER COMPONENT EDGES WHICH REMAIN,WU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN-INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10,EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD 1 42' ){s,( WINDQIY BUM(1)CKtNNLY CENTER14ATES AND-ENGAGE DR LDCK ALL HV AND ND LOCKS. I1.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1715.8,3 OF FLORIDA BUILDING COOS.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1715.8.2 OF THE FLORIDA BUILDING CODE, 12,BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE.wsrsotOTION WHERE PERMIT IS APPLIED TO. 13.(o)INS P.E.D.PREPARED BY THIS ENGINEER is GENERIC AND ODES NOT PROVIDE INFORMATION FOA A SITE SPECIFIC PROJECT,,La.WHERE THE SITE CONDITIONS DEVIATE FROM THE P,E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P,E,D.,PROWOED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT,CONSTRUCTION SAFETY AT SITE I$THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P,ED. WILL RE CONSIDERED INVAJO IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL.BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD{E.O.R.)FOR THE PROJECT ANO WHO MLL BE RESPONSIBLE FOR THE PROPER USE OF THE P.EO, ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE PC&ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (ey THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, R,{jRj{}J;BLUO CODE(Mon High.VelOCiI;y Hurricane Zone HLL`+L'�tR A �•�� 0 2011 EASTERN META.SUPPLY,INC. .... BE 4'T </r �L ZMR;�Z� + * + A Accordion Shutter System ! ! ! ! -No:gy'67 KV. #T w/OR w/o H.V. YAND(X"A BLADE American Shutter Systems D Aa ttLL?T TESTING & £h(GtN£ER1NG COMPANY 6SDRIPON 0 TE DRAWN BY: ,.SaEn.St,Sfa.a6A YNIVIRGIN.04ROENS,flOPoOA oatas Association. )11e. 1 0L0 f i-063 L 9 V I DATE: 11 29 1 $r Y` sass xwPham:(305}871-+530.Fax:(305)871-1531 42$$ WCstroods Drive 2 DRAWING No`' 1°1a a--il:alt4000aa.<orR West P0EB- 1M Beech, FL, 33407 3 11-192 �,���{9•1 111L1 WALTER A�T1 Jr.F.E. 4 P.�..,, �)VV}.t.HiIDf1.i.� FLORIDA Lk.#44t67 S SHEET ttk4 1 or 10 -r.RRWNoOm&BADE 4Q VAR(ES i M �B• � 19 8" ,1 +9) s m•,f oma ' m.�4'_ .�.361 tesm.,- , Mm.o9 _1.oD" L _,4.385" ___,� _ - J,��•+ <I7i�� i/l1 m5 r 1 dy SOtJQ elAQf .376" � 3 HV 9W/Mr STARTER 3NV UNIVERSAL FLOATER f) COVERED UNDER US PATENT # 5458174 HV SL)EOR USE WJ OUALIFtED FOR USE. Wj HV BLAOE i�, 4 }1V BLAREEt HV WINDOW BLADE* 600$-1`5 ALLOY AND TEMPER UALIFT U,�E W HV tr'4 6063-T6 ALLOY AND TEMPER "SEE UMITATIDNS OF USE OF BLADE (,y9�ON SHEET 19 - BLADECt) 'L7' 6083-T6 ALLOY A�6 TEMPS ,72i• 60$3-76 ALLOY AND TEMPER 1• (TYPJ ' .870" •2 ' "Y . .943" 72 • a,g4j" I • . D.oa 'a.2., os72" DUALIF4 USE W �H1[ t�l8L `QyETRACK 424 HV Abd.. FLOOR TRACK BLAZE© QUALIFIED FOR UgE WJ H 9 HV TRENCH TRACK ss^ OUALlFIED FOR U�St}E W/ HV 63-T6 ALLOY AND TEMPER BLADE(}I) OUALIHED FDR USE WJ HV 7 RUDE N 6063-T6 ALLOY A PE BLADE(�i ONLY. ZD HY jWNGUARD. 6063-T6 ALLOY AND TEMPER VARIES j� 6063-T$ ALLOY AND TEMPER QUALIFIED FOR t(1�'7E WJ HV BLADE N g 1 17• VARIES 1,938" &063-T6 ALLOY A O TEMPER 2S O83` 00 t2 0" 080° '0 670 .r .ZMI 3" ^i V's ya^ 670 1.886" ^ 670 7 ry. f t HV-CEILING NEAQER C22 HV.HEADER& L (4 N CEIUNG HEAbf.RtSILL 0 LIFIEO FOR USE W/ HV61 ADEON QUAL(FIEO FOR USELW j HV BLADE i LY SEE SECTIONS FOR VALIDt 6063-76 ALLOT AND TEMPER QUALIFIED FOR USE W/ HV BLADE G C4)Hb WALL HEADER/SILL 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR VALIDITY, QUALIFIED FOR USE WJ RV 6003-T6 ALLOY AND TEMPER BLADE1U ONLY, 6063-TG ALLOY AND TEMPER i COMPONEM a 8 TI T2 - X Y t X 14YMN.t T• 1` ,082" s Y 2" .129" `,,,, 0, e $"MAX. I/6" 1/8" 3" 3' .OBO" ( 6 ��_ 18 2" S"MAX. 0.192" 0.192" UL SIQf ANGLES ��t`�����i� ♦�Ey���p CORNER POSTS QUALIFIED FOR USE 1M HV ALUMINUM.,t'S11hL1�fasL V9 2.5" 7^MAX. 0.190" 0.t9O" UALIFIEfl FOR USE WJ HY BLADE a QUALIFIED FS USE W/ HV BLADE(D 6063=T6 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T8 ALLOY AND TEMPER 2" •5"MAX. 0.139" O.III" 6063-t6 ALLOY AND TEMPER FLORIDA BUfLDiNC CGDE NQr1 High Velocity il0rricone Iana Ij77yrrrrirr,,,"�� 02011 EASTERN METAL SUPPLY,INC. THA HVTm Accordion Shutter System AwSwSwAw H.V. aADE#1 W/OR W/O KV. WtNDOW SAM Aq 44167 American Shutter Systema Na 6qs PnoN DATE DRAWN BY: A0. TILL)T TESTING dt ENGINEERING COMPANY 6156 N.W..Nw.sl..St..3W.4tRDm TIMMS,FLORC.33166 AssOeiatlan". Inc. 1 OLD 11-063 11/29/11 are: 11/29/11! FR. (306)87t-2630.Fu I(305)871-Sdt 426& Weetroads Drive 2 NG No Wast Po)m Beach, FL 334071192 �`/1tE5AIE WALTER A, u u1 44107 5 SHEET 6 SCHEDULE sl c_rycnLNc SCHEDULE #3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" AXIMUM SHUTTER SPAN*"L+° LEGEND ' (ft.. FOR INSTAL® &S; oSXVMMQL r Or OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION MWIVATIES INSTALLATIONS W/ CONCRETE & t W/ ONE H.V. LOCK ®or ® Or or W/ ONE HV LOCKS MANSORY WOOD POSTIVE MAXIMUM DESIGN WPRESSURENRATTIING. GIVEN HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or b Or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES ®& ®W/ ONE HV "T" W/ NO LOCKING RODS ® OR W/ NO LOCKING WALL A, 8, C, D, E. M, N,S. P, 0, A.S.O. DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,tt) ODS MOUNTING F. K & L R. S, & V. BOTTOM SEE N (VALID FOR MOUNTING(ID (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING G, H, I, 11, J T. U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: MAXIINIUM CONCR WOOO INSTAL 1 CONCRETE&W000 CONCRETE MOUNTING & M .6.01 wa1 n.gAp0.afapNINSTALLATIONSAs,oMSIaN INSTALLATIONS GIVEN A POSITIVE AS.O.DESIGN PRESSURE RATING, PRESSME ALL MOUN OR/CEILING PREMRE WALL MOW4,ING PRESSURE DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. IAtT� MOUNTMO � k RATING FLOOR/CEIIJNO MOUNTING GIVEN A NEGATIVE A.S,D,DESIGN PRESSURE RATING, Fl.00R/COUNG MOUNRNO (P.J) 0R (e p Gs_1 FL003 ML014F /4 DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. t r L-(fq L+ L- L t � L-R) L� ( L•(Il) V MA%IMUM SHUTTER SPAN "L+"OR"L-"FOR 30 OR LES IB'-0' 16'-0" 16-0 16--'. 30 IB'-0' t8'-0' 30 18-0" ts'-q" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10• 1,+'-10"- 15'-2" IB'-0" 35 10.'-10' 14'-10" 35 15'-2" 105 pef.AS.D, DESIGN PRESSURE RATING. WffibL IM DETERMINED SPAN BETWEEN •L+'AND "L-". 40 13'-10" 1.3'-10" 14-2" 1W-2' 40 IT-10" 13'-10" -40 14'-2" 15'-T (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1" 13'-4" 14'-3" 45 13'-1" 13'-1' 45 13'-4"_ 14'-3" t HV CORNER CENTERMATE #3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-S' 12'-5" 12'-8" ,3'-7' 50 12'-5" 12'-S" 50 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: -10 1 '-055 11'-10• ' " ' 1 11'-10" 59 11'-1" 11-11 SHALL BE AS INDICATED ON MANDATORY CONDITION g2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4' 11'-4" II'-7" 12-4 60 11'-4' tl'-4" 60 f0'-2` 10-11 NOTE b5, SHEET 5. RATING: 65 10'-10• 10'-10" 11'-1" 11'-11` 65 10'-IO" 10'-10" 65 9'-5` 10'-1" DETERMINE Lr+-MAX.SPAN FOR WALL MOUNTING INSTALLATIONS, 70 0'-6` 10'-8" itl'-9" -8` 70 10'-fi" 10'-6" 70 8'-9" 9-4' ♦ 13+-MAX,SPAN FOR FLOOR/CEILING MOUNTING 1tl'-1' t0'-1" 75 10'-I• 10'-1' 75 - 8'-9" I tEXCEPT THAT MAXIMUM SHUTTER SPAN'L+•OR INSTALLATIONS. 80 9'-IO" 9'-10" 'L-"AND MAXIMUM AS.D. DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 9'-8` - - 85 9'-6" 9-6" 1 INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3' 9'-S I V-5" 10'-1" _ 90 9'-3" 9'-3' SHAH-BE LIMITED AS FOLLOWS: DETERMINE: 95 0'-0' 8'-9' 9'-2" W-10' _ 95 9'-0" 8'-9" 1- CONNECTIONS i0 KEYSTONE MOUNTING Li-- MAX, SPAN FOR WALL MOUNTING INSTALLATIONS, 100 _ a.-9' 8'-4" 1 9-0" 9'-7" 100 - B'-9" -8'-4" _ LIMITED TO +84,-72 p,s.f. AND 8'-0" SPAN, SEE L2 MAX, SPAN FOR FLOOR/CEILING MOUNTING 105 1'-7" 7'-11"1 8'-8" 9'-4 105 S'-7" 7'-11" MOUNTING©'ON SHEET 7. INSTALLATIONS. 110 8'-4" 7'-7" 8'-7" 9'-2' 110 8'-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-Y T-3' 8'-4" 8'-I1" 115 8'-2" 7'-3" SEPARATION. TO CLASS SC,J,EDULE � MINIMUM BETWEEN 'L1+", "L2+", "LI-"AND "L2-" 120 W-O' W-11" 8'-2" 8'-9"- 120 8'=q" 8'-11" (4) 00 TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 T-10' 6'-8" 8'-0" 8'-5' 125 7'-TO" 8'-8 ALLOWABLE-SPAN AND NEGATIVE A.S.D. DESIGN- 130 T-8' 6'-5"- T-10" 8'-1' 130 T-8` 8'-5" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR WIND ZONE MINIMUM SPACING. 135 T-7 --(F-2" ,'_9„ 7'_0" 135 7'-7" 6'-r SEPARATION 140 V-5' S'-n" 7'-7" T-s" 140 7'-5" 5'-11" ASTM E-1996 145 7'-3" 5'-9" T-5" T-3" -- 145 7-3" V-9" TO GLASS 5'-7' 7'-4" 7'-0' 150 7'-2" 5'-7" 155' -D" IF s'-s" T-x s'-9' 155 r-o s'-5 1 THRU 3 1" 1 5-2" T-1" 8'-7" 160 8,_11„ 5'-2" 165 8'-10' 5'-1" 7'-0" 6'-4" 185 6'-10" 170 8'-9' 4'-t t" W-1 I" 6'-2" 170 V-V. 4'-,1" 175 8'_7" 4,-9" V-9" 8'-0" 175 6'-7" a'-9" 180 W-5" 4'-6 6'-6" 5'_,a• ,9D 6'_5" 4'_6" C.1� HV BLADE 185 8'-5" 4'-8" 8'-7" 5'-8" 185 8'-5" 4'-8" 190 6'-4" 4'-5." W-6" 5'-6" 190 6'-4" 4'_5" 5'-5" 195 fi'-3" 4'-3 200 6'-2" 4'-2" 8'-4" 5'-3" 200 6'-2" 4'-2" 205 6'-1" 4'-1" 8'-3° 5'-1" 205 8'-I" 4'-1" FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 11111•`G(� ®2011 EASTERN METAL SUPPLY, INC. ` - IILIE C O LNG. ,A�S,S� 10 Accordion Shutter System H.V. �E#1 W/CR W/O RV. WINDOW a" *i k American Shutter 5 stems TILLIT TESTING & ENGINEERING COMPANY y n.N OcscRIPnON GATE DRAWN BY;MY./L.G. .c. OF 63ss x.W 361A St,SN J .vI Gm GAAGENS,F nfiM 33148 Association, Inc. 1 OLD 11-063 1/29/1 are: 11/29/11 `I Phone 305 871-1530.Fox; 305 871-1531 4268 Westroods Drive 2 9�•-->� ( ) ( ) DRAWING No 11 a—mall:tntecoOoGl.com West Polm Beach, FL 33407 3 11'-19,2 - �ss/ANAL �II'1 WALTEReA.�WT1 Jr.P.E 4 P.E.'6 At/6if1WIIRE/DATEFLORIDA Lie.#44167 5 SHEET MAXIMUM kS.D. DEMGN PRESSURE AN,,ffqgWG MAXIMUM hNICHOR SCHEDULE FOR A (SEE MOUNTINGS ON SHEETS 16& 17). !E� L__J B T F?AT r-=- SOUTHERN PINE No. SPRUCE PINE SPRUCE SOUTHERN PINE No. 2 W/MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W1 MIN. G-O.bs, FIR NORTH FIR SOUTH 00 R W/ MIN, G=0.50 W/ MIN. G=0.43 W/ MIN. G-0.38 PLYW000 00U S 1 W/ W/ MIN. G=0.4} W MIN. Gm0.36 MAXIMUM N SPA"(1O L MOUNTINGS WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R OOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS 8.0. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS W & W & X W & X P & 0 S &V S&V S&V vN91YlE N11G B61 R9d IR1iE WFS4ef mum know 1EtlNE 7IBS16(PoiN6 B4 VIA1991 iMe,EPRI4JF 8198 L4 038N 1EtliE NBARE Nib LM) I01Q1 IBA9E gf5911E IM98 64 TA.1E901 MAIM 018159 NBB(p>f1 W WK NOW RIBS L4 9 4901 IR591E MSG LIQ 08CR NS91E NLl96 8918 B41 30 l4a 160 T7b 90 05 30 40 160 176 190 1105 30 40 60 75 90 105 30 40 60 75 100 105 30 40 60 75 80 105 30 40 60 75 90 108 30 40 -60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 JO 40 75 -00 05 -0'OR LE 12 10 10 6 8 8 6 12 10 ID 9 8 8 IS 6 8 B 6 12 10 8 B 8 fi 6 6 6 5 4 4 4 3 12 12 12 1 12 12' 12 12 12 12 12 12 2 12 12 12 12 12 4'-0` 12 10 10 9 6 8 8 e 8 fi e 6 12 ttl 10 9 8 6 e e 8 6 6 12 10 10 19 8 B e 0 6 6 e 6 6 5 4 4 4 ] 12 12 12 12 12 12 12 12 12 12 12112 12 12 12 12 12 12 12 10 10 9 8 8 B 6 6 8 6 5.5 1 10 10 9 B 8 8 6 6 6 5 12 10 10 B 6 7 8 6 6 8 e 5 6 5 4 4 4 3 12 12 12 12 12 12 12 IZ 1T 12 12 1 12 t2 12 12 12 0, 12 10 10 8 6.5 6 6 8 6 5.5 4.5 12 10 10 9 8 5 6 8 .5 5 4.5 12 10 10 9 6 3.5 6 8 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 B.5 T- 12 10 10 1111116.5 4 8 e .5 4,5 4 IT 10 10 9 6 J 8 8 6 4 3,b 12 101 7 3S8 6 5 4 J.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 10. 1 12 12 O.S8.6 7.5 12 10 10 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 5 4.5 3.5 3 12 10 10 4 - 6 8 S .5 3.5 J 6 5 4 - - 12 12 12 12 12 12 12 1212 12 It 9,5 12 12 1.5 B .5 .5 12 10 10 5 3.5 - 6 8 5• - 3.5 3 12 10 9 4 - - 5 4,5 4 3 3 12 10 4 3 - = 6 8 4,5 4 3 3 6 S 3.5- _- 12 12 12 12 12 10. 12 12 12 1. 9.S B,5 12 12 10 6 e.9 5.S 0' ` 12 10 7.5 4 6 b 4 3 12 10 8 3 6 4 .5 3 - 12 10 3 - 6 6 4 .5 3 6 5 - 12 12 12 12 1, 9.5 12 12 12 10, 8.6 7.5 12 12 9 7 6 5 12 10 5.5 - 8 8 4. - 12 10 4.5- 8 5.5 3.5- - Y2 10 6 6,5 4 6 5 12 12 12 12 1D 8.5 12 i2 12 0:5 8 7 12 12 8 8.5 5,6 4. 12'-0' 12 tp 4,5 - - B 6 4 - - - 12 10 ].S- - 8 S 3.6- - 12 10 12 1.5 7,5 B S 4 M - 12 10 - - 9 4,5 12 0.514'-0' 12 10 - - 12 7 .5 4.6 - 12 9.5 15'-0' 12 - - - - - 12 - - - - - -- - - - - 1 HV BLADE OR In HV BLADE Wf HV_ WINDOW BLADE WORKING IN UNISON* ♦SEE UMAATIONS Of UN>OR BLADE(I AJON SHEEP Ie t NOTES ON ANCHORS REQUIREMENTS; WOOD SUBSTRATES. 1,ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS, J.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/6.0.55(N.O.S) - 1/4"0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50 IN.D.S.) EACH SECTION ON SHEETS 18& 17. -SPRUCE PINE FIR NORTH W/0-0.43 EMCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/0-0.36(N.DS.) 2.ANCHORS TO HOLLOW CEIUNO SHALL BE A5 PER MOUNTING TYPE U.SHEET 17 AND SHILL CONSIST OF -MIN.1/2"COX PLYWOOD(1986 APA) LAG SCREWS AS PER NOS 2005 SPECIFICATIONS. 4,ANCHORS SHALL INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ®2011 EASTERN METAL SUPPLY, INC. /w....q i Lpt111Q��E .A:.TIZ(/T -0i Ne�n A S S A �1 ti7M TM AX •,La�E#�s z 1 0 iim, s Accordion Shutter System H.V. BtADE y1 w/OR W/O H.v, 1MNL)OVI BLPDE NO7 4 American Shutter Systems EY.N DESCRIP A WN B: A.C. 41017 Tit TESTING & ENGINEERING COMPANY ' T(�• ` eJ55 N.W.361X.S0.,SN,cos.WRCRiN OAWOENS,RORlOA]31 ee Association, Inc. I OLD 11-063 11 29 1 GATE: 19/11 jfTr-�-Q Phone:(305)871-15]0.Fo,:(305)d7f-1531 4268 Westroods Drive 2 DRAWING 1/2Np •�. AJ s- 0:tnt-ftol.oem West Palm Beoch, FL 33407 3 Q 4E7 Al EB-0008719 4 11-192 Al' 1,1 WALTER A.TILUT Jr.P,E y SHEET fS_U 'd" DATE FLORIDA ie,N L4167 e 15 0 rrir/A//lll ,t4 N m V H3y1dM � . 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O" NO � 5 L\SM&a'NJS '>+� '"" `A! ��� 67•�3i� aN V3H9533ol \ (59§(4x0 3N5 t1tl�°M V al Vow— p,3tlNVn0Vµi„\w.t 03 1 `A ' &.✓`'�StX3 \ \ N 0-+(3NtN id14 5sd19 5 y5�xot.m. lrn N5•Nw � t m oaoK;N 5�°`3H. n3 N� �,y_- 0.-'•'l '. ��,�0 �3.0\a3H�u5a�b0 lJ \ 1 'NP10Ud \�' N p°ONYYlti1l4 JM �� C •N'��03oLt1 \ HS t t °pad 1,Nti0iOd3�dd1 1'r15'SNOO 3N0'3�3 F` \\' p3tlµ bo NO \N\��,dMJ �\ �d 3 bV 030VA'.a N UO t1aJ`4d ia, ® toox. Ntla`s+�.- p3 •?' � N Ot^;,v�fxot��,�tW�p13 Nl 1 P+ \3 ` ! d•\O 5!O .5'5 133H5 d0 No\Sp3pNd�ypµp°dd � `�` �� 3N\H7J'rt t Q3°yiHWpd3�N1 \ am No ON�151X3.0� dd Sd 53 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & 9 HV* BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BOME n ONLY WALL FINISH SHALL BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE BATIN SEE SHEET SPAN & DESIGN LOAD FOR INSTALLATION ,WITH BLADE 1, WORKING IN UNISON — 7/4"a TAPCON OR 2 MIN. TA MEAN WITH ADVANCED 4"x8"(Mln.)EXISTING EDGE(If APPLICABLE) THREADFORM TECHNOLOGY W000 BEAM REQUIRED. W/ 1 1/2'Min, PENETRATION STRUCTURAL ADEQUACY OF THREADED AREA TO 1/ILLIPS x3/4°S.S. OF EXISTING W000 BEAM -_ - I" PHILLIPS TRUSS HEAD TO BE CERTIFIED BY EXISTING WOOD HEADER. Mtn• MACHINE SCREWS REGISTERED ENGINEER OR EXISTING SES OR ED- (SEE SCHEDULE ON SHEET 15) W/ 1 4'-20 NUTS ARCHITECT PRIOR TO EO -E - — EO ED O 12{OAC. SHUTTER INSTALLATION, I/2 I/2" RAFTER 0 24* O.C,REQUIRED 19 ON I - 1 1/4"0 TAPCON OR EXISTING SOFFIT TAPCON WITH ADVANCED 3/4"Max:THIN. - ,257" THREADFORM TECHNOLOGY Max. W� 1 1/2"Mln, PENETRATION 14x 0 4'x1/6"CONT.ALUM. TUBE 11\ 0THREADED AREA TO Q EQ S.M.S. EQ 1'.(8063-TB ALLOY)W/ OPTIONAL E1(ISTINC WOOD HEADER. 6 6"OC 3)6/16'Y LAG$CREWS TO I (SEE SCHEDULE ON SHEET 15) Qj Or Or 1 5 I i Or oY 1© H RAFTER OR TRUSS. LOCATE LAD SCREWS AT MIOWIDrH OF EXISTING WOOD I ^E%ISTINC MIN 2'k4" l OPEN HOLE AT EACH WOTH)R*(22 Min.NOMINAL EXISTING-•N HEADER REOb MIN.SEPARATION TO GLASS It STUD TO ACCEPT PENETRA ON OF THREADED GLASS Il SCHEDULE ON SHEET I1) STING E CLASS 5/18"9 LA0 SCREW ARE.VAUD FORINSTALLATIONS WITH 72Pef -') Sff'WUA90N ' AT CENTER OF TUBE. ^ MAX.A.S.O.DESIGN LOAD AND �S HV WALL HEA INSjALLATION E%1rnN0 scrmJ E Ox gB WK NPARAtIoN 9'-0"MAI,AMO SPAN.THIS YA�II�ON&�lET GLASS—I TO 91A94(9EE FOR WOOD IS ONLY VALID AND FOR WOOD W MIN.SPECIFIC 11 1ON%LT199 mFORR 10OR ®o Om�oaAA° GRAVITY OF 50 AS DOUGLAS BIMESmRQ7,� I �7 I 1 ®W FIR OR SOUTHERN PINE Na, 2, I-SEE SHEET{FOR TYPICAL SHUTTER ASSEMBLY �. OR EQUAL, IN AW AY SE TIONS CAN BE COMBINED �HV CEILING..INSTALLATION IN Ater WAY TO SUIT Ater INSUIIATKIN. U - m'D (� 1 OR MIN. 1 1 I NW.SEPARATION TO GLASS J 9aELNE "� SEPARATION (SEE SCHEDULE ON SHEET II) I EYI5TM 17��Q � TO GLASS IXI BEET 19 E%uING 1 I 1 GLASS\ 8N1E90?h Q/.9 ` I(SEE 11) 1 I \"III ALTERNATE I 8 I I .I I LOCWALLATgN STING FINISH ;EO ) t/4,. I 3/6"MN. #10x3/4"HE% G1A55--) _ l 2".6"MIN,W r-•I Mo. © 7 3/9 W WASHER HEAD TER DECK REOUNi Lir 1 3 OR 2".8"MIN.WOOD SCREWS O 12"o.c (NOK FINISH DECK REWIRED(NO - ALLOWED) FINISH ALLOWED) LEDGE 19 EDGE OF DECK 2' 1" OF -- EDGE OF DE a IF APPLICABLE DECK IF }, - IF APPIICAB 1/4"0-20.3/4"S.S. l AP 1/4-0 1/{"m TAPCON OR R", PHILLIPS TRUSS HEAD 2'�-l_-. TAPCON WITH ADVANCED MACHINE SCREWS — 1/4"m TAPCON TAPCON WITH ADVANCED A 2'x4"CONT. THRFADFORM TECHNOLOGY W/ 1 4'-20 NUTS -_-'� THI,ADFORM T CHNOLOOY W/ 1 1/2"Min. 2"MIN.- SILL PLATE 5 1/4"9 TAPCON OR TAPCON WITH ADVANCED THflEADFORM 2'MIN.- PENETRATION OF READED REO'0. OF 1 I/2"Min. PENETRATION ® 12 O.C. TECHNOLOGY W/ 1 1/2"Min,PENETRATION OF THREADED OF THREADED AREA TO AREA TO EOE 000 HEADER.(SEE EXISTING W000 HEADER. AREA TO EXISTING W000 HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ONN SHE SHEET '"- (SEE SCHEDULE ON SHEET 15) SEE ATIONS OF USE FOR X HV WALK—OVER INSTALLATION OV HV WALL SILL INSTALLATION �BLAOE`" oN SHEET 19 W�HV—=ft INSTALLATION FLORIDA BUILDING CODE Non Nigh Velocity � Icone Zone 11IIj1TTR AuT�� • 02011 EASTERN META PPLY, INC. 11 ��E ... ^��IA H T P F7i "oiu" p g g p Accordion Shutter System 6 4 167 H.V. BLADE#i w/OR w/o H.V. wlrmanl BLARE :••/I`{, American Shutter SystOmO EV.N ESCRIPTION DATE DRAWN BY: AG. : * TILLIT TESTING k ENGINEERING COMPANY /29/n DVE: 11 29 t l ' eaRa x.w.seen.s1.,sa.303,vxtawu arROEns,n.OwOA Ara,ee A>s8100IatI011e Inc. 7 OLD 1 t-063 11 Or cvirtrco?-- .'t`� Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No�f '� '•. F �� e_m II:6lteao0aol,aem West Palm Beach, FL 33407 s oE8-0006719 Dc •.,LORIDP.•'���111. WALTER A.TILUT Jr.P.E. 4 P.E=.' QI,IR4`%DATE FLORIDA ue.#u,e7 5 SHEET