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HomeMy WebLinkAboutProduct Approval (2) GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (61h EDITION)OF THE FLORIDA _ BUILDING V. THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. �"— DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1520 Of THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE I.STAJLEO WITH A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MMIMUM'(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I I THRU 15. 19& 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WAND LOADS - AREA I HV 13 AITF4(7& w BY MULTIPLYING THEM BY 0.8 IN ORDERTO COMPARE THESE W/MAX. (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.•AS TESTED,WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS bW USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERInCATIDN OF FASTENERS N WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA M.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WINO AND LARGE MISSILE IMPACT LOAD WAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 164.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BADE& WINDOW DETAIL -HV BLADE O 10214.01-03, 10715.01-03. 11004.01-05. 11214.01-05,10317.02-06. 00609.01-10 AND/0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTU E-1E66 AREA 2: HV BLADE M AND HV WINDOW SLADE (Q AND E-1996 STANDARDS(MISSILE LEVEL 0, WIND ZONES 1, 2&3)& 11220.01-10 AS PER TAS 201. 203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE -1N WINDOW BLADE ®LT0505.01-08 AS PER ASTM E-1888 AND E-1996(MISSILE LEVEL 0.WIND ZONES 1,2. 3)BASIC PROTECTION ONLY AND/0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV BLADE(D AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO 1RACKS SHALL BE j14x2.75'AND i140.75'RESPECTIVELY. 410-M MINIMUM SERIES CENTERMATE DETAILS LN SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksA YIELD STRENGTH AND 180 k.i TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELO COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING UETALS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BENT THE HV MARKING ON THOR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY 1S 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5. ALL SCREWS TO 6E STAINLESS STEEL 304 OR 316 ALSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 & BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE ) 12.13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 11V BLADE OQ &d WORKING IN UNISON: 12, 13& 13 INSTALLATION DETAILS S-X,WOW SHEET 17 B. THIS BERTHA HV.ACCORDION SHUTTER SYSTEM BENTS A U.S.PATENT /8.779,582.COMPONENTS Of THIS APPROVAL ARE COVERED, IN WHOLE OR N PART BY US.PATENT 15'458,179 ISSUED TO EASTERN END CONNECTION OETA.LS 7-12& X,WOOD SHEET 18 METAL SUPPLY,INC. 9. 17 SHALL 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 AREA 3: HV WINDOW BLADE SA ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WNO/RNN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10, EACH UNIT MUST BEM 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 HO CENTERMATES AND ENGAGE OR LOCK ALL 1N AND NO LOCKS.. AREA 4: BY WINDOW BLADE I1 J ONLY 11, SHUTTER MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FIORIDA BUILDING CODE. ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STW'NAILS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS URAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE. PERMIT IS APPLIED TO. 13. (a) THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (h) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING L1FE SAFETY OF THIS PRODUCT. BASED ON THIS P.E.U.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONCITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFER'AT SITE AS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS' OBTAIN PERMITS IN THE STATE OF FLORIDA (d) SIBLE FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE SRE 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 AND WHO WILL BE . ARESPONE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR v RENEW. (a) ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENC24EER OF RECORO THAT PREPARED 17. 0 FLORIDA BUILDING CODE Non High Velocity / Hurricone Zone' \11� a J LILT�t �r•S 02017 PUTEC0, C. 02017 EASTERN METAL SUPPLY, INC. •' \ZIrNS4F IN ✓� ��� BERTHA TTA LLB /TiLEcoN,-- \ A■S.S■A. Accordion Shutter System H.V. BLADE NI W/CR W/O H.V. WNWIW BLADE ��/L� c *; American Shutter Systems N� TILkIT TESTING & ENGINEERING COMPANY OES15-08 o4rt ORANN tW: LG •MOM '•.• T � I\ 0355 11-3Mk.III,M..3W.NIPNW CARDENS,FUORDA 3310 Association, Inc. 1 OLD 15-C85 7/27/1 DATE- 07/27/17 91— (305)971-1530.Fo.:(305)671-153E 4268 Westroods Drive 2 C __.Nfss`...R• ,. \a1N4I .-`B1a�6eaa.4o,e West Palm Beech, fl 33407 3 DRAWING;O7 0FWLt wAL1ER A.MLA P.E. 4 _.. m E c P.E. S£At�SIENA'(URE/DATE nOROA L,c. F 44167 5 SHEET _ 4 OF 20 W N C3 U O c j E ICE LA) 01 i d ^i� -Sy roa r•+oo.euoc© It VARIES - 7 ' g QI Me.. t.344•� 4.M7• I ._1.9"*. 1 HV SOLID BLADE ,7- 4. 90',/,80' STARTER J 3�HV UNIVERSAL FLOATER COVERED UNDER US PATENT / 5458179 QUALIFIED FOR USE W Hv BIKE QUALIFIED FOR USE W/ / (� ITV BLADE Q7 ,1�1 HV WINDOW BLADE* 6005-TS ALLOY AND TEUPER QUALIFIED FOR U5�E W MV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 ALLOY A 6063-T6 ALLOY AND TEMPER ,5 6063-76 ALLOY A7rN7lD66 TEMPER .124• r .065' ! ao i 7 P.) ; I 3.556• • �670• 26• - 2 ! 642 .092' -� ----.._.......�.. CI HV ADJ. ADAPTER W P I ,,J6 .120,072 I - 1• QUALIFIED FOR USE W/ Hv (8�IHV WALK—OVER TRACK 920— - 0HV ADJ. FLOOR TRACK BLADED QUALIFIED FOR UI E W/ HV CIHV TRENCH TRACK 6065-16 ALLOY AND TEMPER BLADE(1� QUALIFIED FOR USE W HV /� QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A�� TEMPER BLADE(IONLY. (14 HV RAINGUARD BIADE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U$E 'AT/ HV 6063-T6 ALLOY A D TEMPER -4 WOWS S 1 � ----� BLADE'�1l 1Ao. I 1 VARIES 1.936• 6063-76 ALLOY A DDD TEMPER I1 �! 3 063. 1 .063• of .093" .yJ,iJl • r,^Y.' 60' 670---- - 060•SI �i,1 • '4I 1: X SI 670J 1.66U' 1 670 1` 3.529- I �.520' j - t 9.. i— 1 HV 3 z9 Ji,V CEILING HEADER HEADER/SILL`� 13 HD CEILING HEADER/SILL _ QI�UFI£D FOR USE W HV BLADE :ONLY, QUALIFIED FUR USE W/ HV BIAOF (ONLY 1NO . / TYY'"' 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 14 SEE SECTIONS FOR VAL101 SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W1 HV DEOI 6063-TG ALLOY AND TEMPER 6063 T6 ALLOY AND TEMPER BLAONLY. 6063-TG ALLOY AND TEMPER COMPONENT A B 11 12 % Y 1 0.125" ' i._ 1• 1" c62' i 11 2' 5•MAX; 1/9' i 1/84 ~I 3" 3• i0.0Y0' - :(� ' 2• S'MAX.:0.192' 0.192" - y 2A1 SIDE ANGLES ���^y' CORNER POSTS UFIEO FOR USE W/ HV ALUMINUM ANGLES ° I 2s' 7'MAX'• 0.190' ;0.190' Ql1ALIfIED FOR USE W/ HV BLADE,Sl QUALIFIED FOR USE W/ M/ ---� — —= • BLADE 1 6063-T6 ALLOY AND TEMPER • BLADE(_1 ONLY. y� i 2• S'MAX. 0.139"10.131- 6063-T6 ALLOY AND TEMPER 6063-TS ALLOY AND TEMPER '•� I FLORIDA BUILDING CODF(Non High Velocity Hurricane Zgne. 11/W't Z/, = ON17 MTECO,INC. --0-2-0 11 777 EE kSTTE-RNN ML�TALL SUPPLY, INC. I� , ✓� BERTHA ■R IM _— i I L E C O I N,. A■S■�.A■ Accordion Shutter System KY. BLADE #1 W/OR W/O H.V. WNDOW BLA X �,j ��� •I} TILLIT TESTING A ENGINEERING COMPANY American Systems n. �x,,,,,d, om �,or. Lc - T/ITF OF 635S N.9.3411,.St,S1..303.v.Aa1u 0N10CA3.ROIRTA 311.1Association, Inc. 1- OLD IS 065 7 7/1 arc: 07/27/17 ----.2�$ Photo:(305)071-I530.F..:(305)871-1531 4268 Westroods Drive 2 ' �f•'••,•-SAID*: �. 1`` •-moa:6n.00eoa.com West Polm Beoch, FI. 3.3407 3 DRAWING No S+ccI Ca-000sn9 17-1 U7 -� yt,O.........!\���III WAt1EA A lk L.P.L. 0 — P.E" a;a'!4E/DATE TLORDA Lk. L 44167 S �_ SHFET 6OF 20 4.660• _ B'4s76 14'-20„/• /4-20 ,-OK CAST r I j,2♦!} 745. , 4,]]4• �T IFM Tf1kfAM0 MKED PANfTD ' S.S.Y.7. wcrD ,-0rt rrTr 4 I i � �� "�C0 v 1r LE 316• eRrss cnr.c[R �aRJs$cnHo[R •.ice/•e .TS h FEY$(bNOYE (CHRO l°LATED) 21, HV CENJERMAX �2 •J• °, 1. ( - - ® HV LOCKD) HV EGRESS LOCK 6o6J-r6 A QUALIFIED FOR USE W/ HV BLADE &8 ONLYALLOY AND TEMPER QUAt 1ED FOR USE All HV BLADE ) & TA ONLY Q 4�_ QUALIFIED BLADE/7FOR IZSE W/ HV QUAUfIEO6�OR USE W/ HV 6063-TS ALLOY AND TEMPER 16%N HV CORNER CENTER(l�AIE �j N ONLY. BLADE(1)& ONLY. O ALIFIED FOR USE W/ HV BLADE(Il 10ONLY 2W D.D. I 74 6063-T6 ALLOY AND TEMPER v 518` PUST!C HEAD i 1. uOLCEO 70 1` 4.O4S' J2 SCREW - 2.07e• I j g� + 1 .06• + , 1/4"�-2D x 3/4" BEFORE "INC �(360'ATTER RNEIING S.S. THUMBSCREW 1/479-20 RIVNUTS *SEWS°444 IEI:MKUM(2024-13 AUOY)LARGE FLANGE THIN L SNEE7 NUT$ER/.PART/0620.AS Mw+VFACTUREO 8Y AWR PLAN •� FRONT El rVATKJN w N LOCK CENJERIMIJU 1.566 i CHERRY rEYTORN,PIASLPPENY.NEM JULSCY 07054 OR WkOi. 2� LOCKER FOR "T" LOCK �f_NTERMATE OUAUFIED FOR USE W/ HV BLADE 1 ONLY HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® HV ALTERNATIVE LOCK J 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOB USE W/ HV QUALIFIED FOR USE W/ HV BLADE CI ONLY QUALIFIED FOR USE W/ HV BLADEC)ONLY ly/I(t/ BLADE�ONLY. BLADE,1 ONLY. 6063•T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 1 I 17• 214• I3 063 .062• ._ $ 62• Dp /'�`'T`t'NOeJtR'JR 214 I - ,� 4!Y CYL!NOCR b .s.s - a0 �' ii i .125•Ibt. �I HD CENTERMATE W/ LOCKING OD .[ w o00 v OUALIFIEO FOR USE W/ HV SLADE.I & A: QUALIFIED FOR USE W/ HV 8IADE(I&ILA O - I 6063-76 USE AND TEMPER HO CENTERMATE'S INSERT 606S-T6 ALLOY AND TEMPER " _ VARIES, 12'MIN, _ QUALIFIED FOR USE W/ IN BIADF.I,& �.,A m 'j .-2u S.S.OR 3/6'.-i6 1.13D-- 6063�T6 ALLOY NO TEMPER - -AGETµ THU11B$CPE". 1r 31/2• THUMOTURN (w OETAA$ I --.- I OR B CYLINDER NEY 1. 7 M' ' CYI iNDER _.- . 1.78 Mot. S ® LOCKING ROD �KD LOCK QUALIFIED FOR USE W/ HV BLADE•1 6� : HV 3/8 0-16 ACETAL - 3 NV 1�4" 0-20 AISI 304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 NOOK SCLT LOCK. 6061-T6 ALLOY AND TEMPER THUMBSCREWS SERIES - . THUMBSCREWS QUALIFIED FOR USE W/ HV RIAOE T,h fA [� SILIL OALATTRANC SLFORE QUIIRE PROPER EMBEDMENT£ QUALIFIED FOP. �L HV &AOE`J QUALIFIED FOR USE W/ HV BLADE.'j FLORIDA BUILDING CODE(Nan Nigh VelocityHurricane Zone' 111[11_�.`"R A- T�/A/T t 0201/TRTECO,INC. 02017 EAS-ERN METAL SUPPLY, INC. E14 ;C�N ��i A S S A TM iL 1 L E C O [H � & Accordion Shutter System 7 ° w H.V.BLlOE/1 W/OR W/b LTV.VANDO V BLADE American Shutter Systems EY. TILL1T TESTING ENGINEERING COMPANY a DATE DRANm W. L.C. _ & • STA • 5355 x.w.J6lh.St.$le.JqS,YFGiHY--S.RO.OA J3`6 A980CIa110O, Inc. [ -OLD IS-065 /27� MTE: 07 27/17 _ - -- ---�- Q Phi„ (305)en-la3D.F,. (ws)e»--!s3, 4268 Westroods Drive 2 F F OR ID..• L4 .-nw: cn.oaeoa oo�. W DRAWING No �,114 [e-oo067,p West Polm Aeach, FL 33407 2 7 SFlOF /'• ••••••.4(:� 1l1 TROT,rF.P.E. 4 _ _. • O�_ V e �" IL FLORgA Lie./44167 ; __ SHEET —-- N f-. SFA'ON� A�UH�(DAi_ D i I SHUTTER ASSEMBLY SCHEDULE FOR �(�j — HV HV 41 V 12"PAR LEAF TO BLADE TOP E .062S' . O HV BLADE t -- i IGE 1A' 1875"LIIV WINE .;345-HV BLADE IABLADE'S f 1875' YHV LONG RECESSED NYLON BUSHING ::�� "+ x UCXE 0823" 0.06 39 ® HV SHORT RECESSED NYLON BUSHING gi W 3 i EMT PORTION R1.75/ ® HV NYLON HAT WASHER OOR ® & I a N / 3 50' N Y, HV WHEEL CARRIAGE AISI 302-303 SERIES / I a' ® ;I i 44 i'92.e750' x w 1 0.870"x3/18" THICK NYLON WHEEL. � I 1 I � n r I 2 7/8'MIN.I Nv WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS r — J15° SEPARATIONCLEAR I °3' BETWEEN I - .0623" .0625' 3.7500' © HV 1 3/4"ACCORDION PIN W/ /8 HEAD * EXTERIOR _� etNIN =3 3/4' ' 4l 7 u OPENINGS ON tENIERS .7, . © HV 2 3/4' ACCORDION PIN W/ #8 HEAD * r --f' 41 �47p"Fo CLEAR I rffpmI.rya s t/� ®A POLYCARBONATE IMPACT RESISTANT HV WINDOW i I +:: BETWEEN TYPICAL HV WINDOW BLADE AND I POLYCARBONATE HV WINDOW DETAIL QOR (1h �1 V( EE NOTE fOR j I •I• I PEo7RREMENTS) i OOR ® 2Ic POLYCANBONATE IMPAGi RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE Y+ RESINS. UV-STABILIZED GRADE OR SABIC * --1 Y L_. _—__•�_ I 1TO u BLADE LBO v INNOVATIVE PLASTIC LEXAN 103 RESIN ggga� i Q OR ® I - � (SEE NOTE 7- ON SHEET 79)_ (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ` -� BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO OR POLYCARBONATE SOURCES FOR HV ® BLADE. PICAL SHUTTER ASSEMBLY EXTERIOR u UtWwA RsiWl 1YFfal FRor[Rns . aTnaw `s<c, 'HV PIN©OR AT RLfaO1c[ /s•� (2) HV FIN'® MAY BE USED IN LIEU OF E) AND ONLY AT EN IOR BLADE'S KNUCKLE. 1\ : EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1� 90.32a'-. (SEE NOTE ' FOR BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 04 TY s •+, O REQUIREMENTS) •" P. 1E7.SQE YIM sIPLiGn. A91Y 00.H R,<0G p-• 9.300,p..' \ fUDU Al SIR[LTR Ar TD8 *w Ono 11.5t0 (3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER aY0 I I nnam i, W9 vs A5Y o 30000 vp 3<s.oW—k _ SHALL BE USED FOR DIRECT MOUNT INSTAL I AT{ON PER DETAIL X, SHEET BE Rma[o rzoo A"orw 1. meeeclt airs 1 EEL CARRIAGE DETAIL SYOR[DEWSW rsn G]9<3 U2 x 6<.s 9 1— ASSEMBLY LAYOUT °An a ftW-G .6ru o63s c-1 awls c-+cuss T1`. SRf 491-, h 01929 lo<C'T No'r sffenllat� As1u GIs$ "Nur STR[liM M0i ATA1R[R 14R 936 93G2 pa 66<O 1 I HV BLADE SOLID & fit HV WINDOW BLADE DETAILS fEM6°[SMSS WOK RTAnR1k:C "51"630 8161 p" AND p" N.T.S. IIISArrrn°n.��� 1I• j>,, FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 01017 TILTECO.ANC. 02017 EASTERN METAL SUPPLY, WC. BERTHA HV,. 1 L E C O �N�. A.S.S.A. Accordion Shutter System H.V. BLAVE /1 W/CR W/O H.V. W DOW BLADE • a}YIAT, rY 1� TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems REV.N. D[xRIRTION OAl[ DRAWN Br: LC. ZZFFF [� Association, Inc. I OLO 15-085 7/27/I DAl[: o7/n/n O .. P: JV,�� 6355 R W.36G1.SL.S11.305,V*00 A GARDENS.rLOROA 33.6 �, IOQtQ Peu"< (a05)s71-1530.Fez 305)e71-1\31 4268 Westroods Drive 2 9 [ ( DRAWING No _ Lf1 AL•N ,11 .- 1['exae°eoo+.«m West Palm Beach, FL 33407 3 �, 1+ [B-0006719 17-107 WALICR A IILUT 31.P.E. 6 ._.__ FLOROA lie./«167 s SHEET P.F. SEAL/SIGNATURE%DATE s 4 Of 20 7 : 5 'NOTES ON HV LOCKS AND CENTERMATESm ♦ 0 c D ` N N 3 r 0 I. MANDATORY CONDITION its ONE HV LOCK�I a SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 1 OR 12'ABOVE ORB OW 62 OF SHUTTER SPAN oR SPANS UP TO 105'.AND FOR II4STALl�1TKONSq j ANY ELEVATION. HV MOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED'TO rr��OR CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON O aOa TYPICAL SHUTTER ELEVATION. 16 a 2. • IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECr0N OF LOCKS TO CENTERMATES I �OC RICH OF LOCKS SHALL BE AS SHALL BE AS INDICATED ON INOICAT NOTE�O ON TYPICAL SHUTTER ELEVATION. -NVA T I 3. - II I2 IS U ED MHA�4• LOCKING RODS ARE NOT REQUIRED AT_HURRICANE POSITION, BUT MAY 4 ae t{�S-9-9O a®4r a�5 MAY ALSO BE USED AT STACKING POSITION (NON SHUTTERNURRI CCANELOCKING RODS 0 OR AN ALTERNATIVE DEVICE 4. • ONE HV LOCK d� ® BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALIA-S AT ANY ELEVATION. HV L , or HALL BE USED AS AN OUTSIDE OR INSIDE LOCK, _ ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG MT HEM S.S. M.S. TWO LOCKING RODS yy AT TOP& BOTTOM SWILL BE USED. LOCATION OF LOCK SWILL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 'c I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. a1 a�Y ONE ALTERNATE HV LOCK MAY BE USE IN LIEU OF HV LOCK Cr FOR ANY SPAN AND .,� { INST UTIONS AT ANY ELEVATION. Al RNATE LOCH MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT OF t/4'0-20x3/4' S.S. THUMBSCREW TO OR CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. 'd$= RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR rW0 t ff � � V I E• LOCKS AT 1/3 OF SHUTTER SPAN. LLJ �l 6. MMIOATDRY CONOOION /3 FOR KEYSTONE MMOUNfM INSTAIIATIONS: ONE HV LOCK 0 or la or-0 SHALL BE USED A7 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO Be'. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or CS or 0 MAY BE USED AS AN INSIDE OR L—_ • OUTSIDE LOCK, ATTACHED TO , or SYMMETRICAL CENTERMATES W i 0 ® /(2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. SEE END_ M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/0 CONNECTION I .- OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS CN D F [ N 1 J x L N ' f D ♦ v W X 1 SHEETS /C & 1s TYP.FULL I I 'NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. 1! OF CORNER `-----"--_---- --—'-_— moo��"-- — -'� ------ -�— - CENTERIdgTE I. SECOND ALTERNATE TO MAN011NO&CU*XnM a] VALID ONLY FOR Hy � ONE ALTERNATE HV •T-LOCK Q0 MAY BE INSXLED IN UEU OF HV LOCKS OR FOR ANY SPAN AND ��� ��:_?,a„(p1,x t0•.,.1gI ,! INSTAlU7I0N A7 ANY ELEVATION. ALT NATE LOCK fQ�Q Y BE USED AS AN INSIDE OR OU SIDE LOCK. ATTACHMENT -�v OF LOCK 0 INCLUDES USING REINFORCING LOCKE 4, AS SHOWN ON SECTION ING, SHEET 9.WHICH MUST BE 100 15' !I T.. lux ---, CONNECTED TO CENTERMATES 0 AND®W/ 1/4'0-20 x 1 1/2' LONG S.S. THREADED BOLT W/7/8'0 x 3/32• �-' WINGNUT OR W/ 1/4'0-20xl'S.S.M.S. INTO A 1/4%*5/8-RNNUT.j.00K MAY BE INSTALLED AT.MIOSPAN OR 12' 6�•7� ••�a 7-•'�oA MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS SL TOP AND 60TOM IS MANDATORY. f5'•0-,1�•fj8 8:•77'a ElM 1. NO enr ND rr♦nlrv44♦TL De 3 ONE ALTERNATE HD LOCK lV MAYBE USED IN LIEU Of TYPICAL Al HV BLADE SHUTTER ELEVATION HY LOCKS f23 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE 110 LOCK 14 MAY BE USED AS AN INSIDE OR OUTSIQK LOCK.ATTACHMENT OF HD LOCK TO 0 IS W/3 y8. 3/8-F.H. S.S.M.S..AND INCLUDES N.T.S. REINFORCEMENT INSERT 9 AS SHOWN ON SECTIONS MOH-HVB AND HDr—IM, SHEET 10 LOCK MAY BE INSTALLED AT . MIOSPAN OR 12'MAXIMUM BELOW OR ABOVE MIOSPAN.USE OF MOCKING RODS 4 IS COMPLETELY OPTIONAL. IrrAAr7A�A�'''.� IN COD[ OTT FLORMA BUILDI Hi h Velocity urricone one] 02017 TILTECO,-NC. 02017 EASTERN METAL SUPPLY, INC BERTHA HV'M A S S A Accordion Shutter System /IZL�O 1 N c. H.V. BLADE p1 W/OR W/O KV. WINDOW BLADE American Shutter Systems Ev.N. DESCA9,11a, DATE DRAIKJ Or: L.C. • t TILLIT•TESTING & ENGINEERING COMPANY 0 �. ,;Q` "w.J6P.SL.A4.305.MA4V4A rADOENS,,L0114fA 3Lt Association, Inc. 1 OLD 15-OE5 7/27/t D♦Tr 07/27/17 P,—.:pC5)e71-1530.F..:(505)e71-1531 4268 WestYOOds Drive 2 _ 1L • .`I:ul.c0000:.com West Holm Beoch, FL 33407 3 DRAWING No ss/ONAI ENS'\ L`, WIIIEABA0006719,.P.f, 11, 17-107 P.E SEALJSlI%A{URE/DATE ,CRa♦Lk 4 44167 3 SHEE' 6 5 OF 20 —CONCRETE ANCHORS POURED CONCRETE - POURED (SEE SCHEDULE ON RE CONCRETE BLOCK POURED- CONCRETE_ OUIRE0 �1/4.9-20.3/4'S.S. SHEET 13) CONCRETE ANCHORS MACHINE SCREWS REQUCREO_ ., RE0IARED • FOR _ __(SEE SCHEDULE ON I W/ 1/4"-20 -- -- CONCRETE ANCHORS —_ 1 J B A EY[IOAC(5[[u-.AINRN9 aN sNfET 7j (SEE SCHEDULE ON SHEET 13) ® J SHEET 13) NUTS• ,2"O.C. (-----` 12ORL141 \ MI^. 1/4"r2o.3/4"S.S. i fr-E ,, EO EO L/AC19NE SCREW$USING 1/4'-20 NUTS 1/2-112"O.Cl/2.If.250'Mo, 3 � 5' E.0.a 250'No.. E.0.4250' LE OPTIONQW Down.Ro 1USS wSof]luE a sm ♦ MIN.SEPARATION TO CII fa MATE OAK) 1)OR ® E15T0105- (�—(SEE SCHEDULE ON SKEE IlAOOmRQ/j MIN. SEPARATION TO CUSS _ GLASS "-(SEE SCHEDULE ON SHEEr IT) �J - -- EXISTING D HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION --_—! — -- 8) HV WALL HEADER INSTALLATION + KEYSTQNE MIN.SEPARATION TO GLASS 61/t55--� Y � _.� (SEE SCHEDULE ON SHFET I I)_-- ---� A 4L�� I OR IC:7• YIN.SEPARATION TO GLASS CLAIM s_1�UE ON ONO I :_(SEE SCN£OULE ON SHEET 1"13 01 SIM 10 r�R 'ut1 OPTIOt1Ai arGLS 6 a 2g EXISTING f - C1A55.-•, f OPTIONAL �3I E.O• 1 i �- E. O.•' 11 iI I�IL•---- R 18 L E Eo-1 —r - 12 �4: L_7_—r i�1/4-9-20.3/4-S.S. \' 1' N P171LUP5 TRUSS HOD \' _._TitU35 2HFAD MACHINE (:H N�REW5 1 L_ I MACHINE SCREWS USING _ '_ • CONCRETE ANCHOR$ w/ 1/4'-20 NUTS O 12'O.C. CONCRETE ANCHORS 1 1 18 1• 1/4-20 NUTS O 12-OC POURED CONCRETE-' `(S SHEET EE SIHE�E ' (SEE SCHEDULE ON SHEET 13) ( M'^' OR CONCRETE BLOCK OR CONCRETE K _'_�,_.._ REQUIRED OR CONCRETE BLOCK __.___. 'CpNCRCTE ANCHORS WALL REOLAREO D POURED CONCRETE: HV WALL SILL IN (SEE SCHEDULE°" UHV WALL SILL INSTALLATION • _ _�� SHEET II) OR CONCRETE BLOCK _ • WALL RECIVRED U HV WALL SILL INSTALLATION ND,E FDR EOMRINATION OF,$ECT82y$: INSTALLATION DETAILS W/ I- SEE SHFET 4 FOR TYPICAL SHUTTER • E.0. - EDGE DISTANCE `, ASSEMBLY • SEE UTANAON OF USE FOR • `,} H Y BLADE 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS CN SKEET 13) BLADE I A ON SHELI IS IN ANY WAY TO SUIT ANY INSTAL.ATION. F A// // ,II R A. / " FLORIDA BUILDING COOS Non H�h Velocity Hurricone Zone L,11� ••��c Elys .✓9= 02017 nufto,we 02017 EASTERN METAL SUPPLY,INC. FBERTHA HVIA 4 A.S.S.A. A S S A Accordion Shutter System L E C O T N c. H.V. 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I OLD 15-CBS /27 1 Mtt: 07/27/17 fP.•'�4.., S. ........ ^ Phone (305)B71-U3D Io.:(335)071-I531 t Pol W Beoc , Drive a DRAWING No /ONAL EN6 It a-w off olf«oeaa<em West Polm Bench, FL 33407 a fe-0099719 '7—'07 '//////II/IYI�j1/t, ,PALTER A.TILL.7 J,P.E. 4 _ P.E!SEAL/SIGNATURE/DATE FLORIDA I<./44,e7 a SHEET 6 6 OF 20 POURED __CONCRETE ANCHORS MN larA+nw 1 OR ♦ WA UR%vm 1 CONCRETE Oun (SEE SCHEDULE ON SHEET 13) QAasa(SE[ET ��� ExISTIIM, 1 �,��fOEOMEw RECUIRED ` EDGE Or "^11 M%,memo ' GLASS--{ uu.a w,TgN 9Qf 11) IF ON*W.2 Nt 1 CIA6 1 E 0.•— APPLCABLE EXISTING aNCimap r(st somAE- GI.ASS-� ALTERNATE i i i_..J i i t EXISTAG �• • FED' EO� ANCHOR t 1 1 ---T 1 1 CLASS" ;I — I LOCAIICN ) 1 ilOY3/4'HEX WASHER HERO i t i t 1 1 1 1 oR 13 oR 1 5 3/E'IIX TEX SCREWS O 12'D.C. i 8, EDGE IF 1 3/8 MN. CONCRETE ANCHORS __-_ T{� 1 1:. APPLICABLE I I .v_�t�:--___ r (SEE SCHEDULE ON SHEET 13) EO �1 to )1 d ECGE a E105TNG EDGE OF—'' Ili I SUB IF --------E,0.ti_._ GE/SS--• SLAB IT 1 i i 1/2' 1' EDGE OF APPLCABLE �, APPLICABLE -SUB IF POURED uN SEfA°TOIa L.0—:1 •p- SLAB PWRED MT HEAD CONCRETE ANCHORS To CLAM MCaNCRETE� 0. CONCRETE (SEE SCHEDULE ON SHEET IA) 9DtblE W SHOT POURED REOUREO -1 H MR MADE ONO ♦ - - - REWIRED FLAT WAD CONCRETE ANCHORS O,SHEET n FOR l l;OR :� CONCRETE B,us m.® 1 REQUIRED E. D- ---E.p.•- (SEE SCHEDULE ON SHEET 14) I1 TRENCH INSTALLATION '- �- AUD ONLY FOR UP TO +70. -75 PSF AS.0. 1)HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING a FOR SPANS PER HV CEILING INSTALLATION (IB' IY FLOOR INSTALLATION t SCHEDU LE /3,SHEET 11 `0 Exarm CLASS_i M 0/ R CONCRETE ANCHORS '___ rp , _ O ._-_ __ �1 (SEE SCHEDULE ON7 1/.'s IIW Bab"TAACON W/ -°�"�s- ' "), SHEET 15) / ADAANLTD THRENY Y -(w 1 1EXISING EXISTING -_-. .. _- - aEKROLOGY OR 1/.'0 POEAJE , .' EXISTING GLASS-, sm.A.roR w aws I CLASS—T� -,•(r- FASTD.IRS TAPPER+440KWs W/ I 1 1 GLASS -y5a SORu.E Iw sIm III 1 uR fowlNal p 1 3/4 MR.OMNEDIEtW O S' (Q r—,r Cw III 1 OC.FM LIP TO S'-O'SPAN NO 1 1 ` O.C.FOR SPAMS LARGER DEW I I 1•I 1 1 MAX. , 1 SFMART AtV_O­UP ARY FASTENER HUD MR)(SqE N=t ON/ 8 --'� OR © D• ••/ ;I I i 110.3/4'HEXWASHER NERD •E.D.' ttNi SHEET 11 FOR LIMTAIKNS) J S �MAX. s r Lam% i I yN, 1 1 TEX SCREWS -r / .S(A:.N+1- 911 O 12'O.C./11R3/a' HEX HEAD. IJ �- FJ. 113/a' i I 1 1, tpY-7oa3/s'ss Its TEK SCREWS O 9'O.C. I CONCRETE ANCHORS y! I _ 6 7 3 -/t•X3/�'S.OS 1 _____ 1/4 -.DBNG 1/a•�-7p HIAS OR 1/4-0-20 S.S.M.S. (SEE SCHEDULE ON .? 1 �•O O 9"0.C. .1� ----- Mo. 1,�• _ e tT Oc. W/NUT Is 9'O.C. 1 SHEET 11) \` EY61M9 KOM SIAUCTI,WAI 1/2-; . 1'. •-17 18 �•, 2.00'LAW. - wAu TRIM(O[CORATAC .\ •E 1.• E.D. SLL) •'1 1 '; SLAB IF T /1Hs/4•F.N.S.O.S. WN. ( I 1 7/B-J--1 7 B' APPUCADLf /. �, ,1 \. O 9'O.C. s --RREWIRED PfOC RITE I I 1 CONCRETE ANCHORS -SEE NOTE 13(E) •. 1 L_-----.—E.O.--- POURED CONCRETE-•3 (SEE SCHEDULE ON ON SHEET 1 \ SEE 13(b) ,, •. OR CONCRETE LOCK SHEET 14) OR CONRED CONCRETE K ON SHEET 1 R B EA.---- OR CONCRETE BLOCK -�—✓ _,._..�_�- -- •--- I ------ REQUIRED REQUIRED (4)KEYSTONE MOUNTING INSTALLATION OPTIONAL! POUREOJ/ K IjV WALL FLOOR INSTALLATION MVDYUM ASO.DESIGN PRESUK: 1EI.-72 wt CONCRETE C J L� HV WALL WALK—OVER INSTALLATION M XiY AA SNDFFER SPA„a'-D• REWIRED 1 HV RAINGUARD INSTALLATION t NMI SK41L BE UM Fog COME 4AINA Of SE�S--IR • t EMOVABLE WHEN PERFORMED E. D. 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BLOCK WALL REQURED - --- '-" - BLOCK WALL REWIRED EXISTING GLASS(( -EXISTING GLASS // CONCRETE ANCHOR-� -EXISTING GLASS �_ - 7 r J^- 2'M+N, EXISTING CLASS O 18'O C. 1'_ 2"MIN. 1 - MIN.SEPARATION 1 "- -I' I•-� _ -� _ TO CLASS(SEEMIN SEPAPA ON SHEET _ 1 r EOSEPAPAMN 1 1 EQ TO GLA%(SEE rt SCHEDULE AOE� 10 am(SEE I i I MIN.SEPARATION SCHEDULE ON SHEET I/16'.3-MA%._ ON SHEET 19 FOR 11 SCHEDULE ON SHEET 0" I i� TSC1lIlE 0NO GLASS(S�EET I FOR BLIOE(I)AND (6063-T6) CONT. BLADES 0& ON FEET 19 TOR ALUM. CLOSER ON BEET 19 FOR 1 2 - 11 FOR EIAOE 004 (LOCATE %R SIDE(j3 - __ BLADES�&® PLATE. ((LOCATE I/2" - I / 1 — k Q)9 / � M1a9 FOR 0 OF S ) A7 EITHER SIDE MW fl 1/2' MIN. -- I 00;O) I 4 USE 1"OR 2"MAX. -11 rloxr/z's.Ms.� I - - ----- O Is-O.C. 7 ' __ _ 4 (60tU-76 ALLOY)AT MIOHEIGM J (1)/lOd/2•$.M.S. TO QQ B � --- �-' (2)1/4'E TAPCONS ANCHORS 10 � ] WALL AT V O.C. 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L?p •Tt7Q 111 uss H W.a1A.St.Si..305,Nft-GMOLNS•Mo.-Al Association, Inc. 1 a 15-00.5 7/27J DATE: 07/27/17 _ I FMria'(WS)671-1530.F.1'(305)671 1531 4268 Westroods Drive = Ce ea a 9...m West Polm Beach, FL 33407 s DRAWLING No �'- WALTEfl A 0MUT 067:•.PE 4 1/-.E 1 07 P.E. SFILL/SIGNATURE/QATE 6 SHEET 6 10 OF 2 SCHEDULE /1 Sc-HEDULF N2 SCHEDULE ff3 MAXIMUM SHUTTER SPAN "L+" OR "L-• MAXIMUM SHUTTER SPAN* "L+" AXIMUM SHUTTER SPAN*"L+" INSTALLATION LEGEND -NOTES: (ft.). FOR INSTALLATIONS W/ OR -L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS CGNTFRWTFS. 'El & ® Or or INSTALLATIONS W/ PPPQ§INCW CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK to or © or�or �jfjN & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING RODS or ONE HV LOCK or or L-: MAX. ALLOWABLE SPAN FOR A CNFJ4 NEGATIVE ® OR W/ NO LOCKING WALL A. B. C. D. E. M. N. 0. P. 0. AS.O. DESIGN PRESSURE RATING. CENTERMAI© 280 29 W/ ONE W/ NO LOCKING RODS® ODS MOUNTING F. K & L R. S. & V. FO"T" LOCK 30 W/TWO LOKK NG (SEE NOTES 1.ft) (VAUO FOR MOu mwo (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 LLJJTOP & BOTTOM EE /� SHEET 7) FLOOR/CEILING G. H. N, 11. J T, U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: COHA INSTALLATIONS 0 CONCRETE&WOOD CONCRETE MOUNTING & M NAmw I AXwM 1 kAE4w INSTALLATIONS GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING, As.o.D13" Aso,Dr`K" AiG.6LswR DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. PREEsuK WALL MOUNTING FLOOR CERING PAESsm WALL MOUNTING PRL9E81R rLOCR/CEIUNG NOVN7ING / RATWO & MiNO CNEN A NEGATTE AS.O. DESIGN PRESSURE RATING, �r r MOUNTING FLOOR/CEIUNG MOUNTING VAL) OR DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE. I.OR'-) (. _ (+as-) FL4XIR A11 MOUNTING O MAXIMUM SHUTTER SPAN 'L+"OR "L-"FOR LN (8) l-(4 L1 (4) L-( tN (a) l- n LN n) L- ) 30 OR LESS16'-O' 16'-0" 18-0' 16'-0' 30 16'-0' 16'-0" 30 16'-O' 16'-0' 105 pst.A.S.D.INTO W000 SHALL BE UNTIED TO FINAL MAXIMUM INED SPA SPAN IS EOVAL i0 THE _ 105 psi.AS DESIGN PRESSURE RATING. ZLILLMSLM DETERIAINED SPAN BETWEEN"1-r'AND 1-'. 35 14'-10' 14'-10' 15'-2" 16'-0" 35 14'-10' 14'-10' 35 1V-2' 16'-10" 40 13'-f0' 13'-10, 14'-2- 15'-2" 40 13'-10" 13'-10' 40 14'-2' 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 _ 13'-1" 1}'-1• 13'-4" 14'-3' 45 t3'-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'-5' 12'-5' 12'-8' 13'-7" 50 12'-5" R9 . so 12'-3' 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CDUNG 1NOUNTINGS: 55 _11'-10" 11'-10" 12'-1- 12'-I1 55 11'-10" 55 Ic-l- I1'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION �2 FOR A GIVEN POSITIVE A.S.O. DESIGN PRESSURE _ 60 11'-4" 11'-4' tt'-7" 12'-4' tt'-4" 60 10'-2• 10'-11- NOTE +5,SHEET 5. RATING: 65 10'-10' 10'-10" 11'-1" IV-11" 65 10'-10' 65 9'-S' 10'-1' DETERMINE: L++� MAX. SPAN FOR WALL N.OUNTINC INS?ALIATN)NS70 10-6' 10'-6' 10'-9' I I'-5" 70 10•-6• 70 9-9' 9-� L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING IO4 111" 75 10'-1' 75 - 8-9" tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9--10_- 9'-10" 10•-0" 10'-9" 80 9-t0 SPAN •L+"OR'L-•AIO LMIMUM AS.D.DESING FOR A GIVEN NL:GATM A.SO. DESIGN PRESSURE 85 9'-6' 9-6 9f0'-5' 85 9'-8" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 9'-5' 10'-1' _ 90 9'-3' 9'-3' OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNEC71ONS TO KEYSTONE MOUNTING L1 MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 9'-9" 9'--2' 9'-10' 95 9'-0" 8,-4* LIMITED TO +64,-72 P.s.l. AND 8'-0' SPAN. SEE 100 W-9 8'-4" 9,-0" 9'-7' too 8'-9" 8'-4' MOUNTING OON SHEET 7. INSTALLATIONS. MAX- SPAN FOR(L(X)R/CEIIRNG MOUNTING INSTALUNTIONS. _ 105 9•-7• T-11• 8'-9" 9'-4' 105 _ e'-7- 7'-I1" 110 8'-4" 7-7- 8'-7" 9'-2' 110 8'-4' 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL 10 THE 1,s e'-2- 7-3" 88-4- B•-1i- Its 8'-2' _ 7'-3 SEPARATION TO GLASS SCHEDULE MWIMUM BETWEEN 'L1+'. 'U+', 'U-'AND 'L2-' 8'-2' I 8'-9• 120 W-0' 6'-11' (4) GO TO ANCHOR SC-4EOULE WITH FINAL MAXIMUM 125 7'-10" 6'- N'-0' t—is'-5' 125 7'-10' 6'-fl" ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN 130 7--8" 6'-5" 7'-10' a.-I" _130 T-e 6'-s MINIMUM PRESSURE RATING TO 1E7ERMME MAXIMUM ANCHOR 135 7'-7' 6'-2- 7'-9" 7'-9" 135 7'-7' 6'-2" WIND ZONE SPACING. t4O T-5" Y-I1' - .- ]'-6' 140 7-s s'-11' ASTM E-1996 SEPARATION 145 7'-3' S"-9' 7"-5' 7'-Y 145 T-D'- 5'-9" TO GLASS 15o_ Y_-2- S-7- 7'-4• 7'-0• I50_ __7'-2• 5'-7_" 155 7=0- 5-S' 7'-2' 6'-9" 155 7'-0' 5'-5' T THRU 3 5-2 7*-1' 7'-1' 8'-7" I60 6'-'1' 5'-2• 165 s' t0'- S'-t" 7'-0' 6-4' _ 165 170 6'-9' 4'-11' 6'-11' 6'-2' 170 8'-9"- 4'-11' //q�� \' 175 8'-7• - 4'-9' 6'-9" 6'-0' 175 W-7" 4-9' \ ` ) H ♦ BLADE • 18o 6'-6' 4'-8" 6'-8' S'-10' 180 6'-6' 4'-8• 185 6'-S' 4'-6" 6'-7• 5'-8' 185 W-5_ 4'-6" 190 6'-4' 4'-5" 6'-6' 5'-6• 190 6--4" 4'-5' 6'-}" 5'-5' _ 995 _ 6'-3•- 200 4-2" 6-4' 5'-3' 200 4'-2 ' 205- 6'-I' 4'-1' 6'-3' S'-1' 205 6'-1" u FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' 1' \- �• 02017 ❑LTECO,INC. 0Z017 bSTERN METAL SUPPLY, INC. s\P '�\GENSF .�9 i A TM ' 1 L E C O 1 A■S S■A■ Accordion Shutter System H.V. BLADE 11 W/CR W/O FLV.WNEI M BLADE ��,.�� *; American Shutter Systems m DESCAIP891 DATE DRAWN BY:LA¢•r. LG. . •a aJ4j� � cc TILLIT TESTING•& ENGINEERING COMPANY Association, Inc. I OLD 15-065 7/27 1 DATE: 07/27/17 • !/•_• 4, tL� 6355 A.w ]6u.st,St,.305.MPCW GARDENS.FLaw 3314514268 Westroads On've 2 Ph— (305)071-1530.Fo<'(3G5)871-1531 We<-t Oolm 8eoch, FL 33407 s DRAWING No u '�1 'G 1v t,r EB-OW1711 7-107 . /Ot.,4 NAe WALIER A -KUT Jt.P.E. 4 SHEET FLORIDA 1;- 1 44167 5 P.E SEAL7SjdWi64/0ATE s 11 OF 20 >•. 000mm�moomomr�m • `'oc�omc��mm000moma��'ioo • c��n�000�amo�c�� -. . • "�`�ma'imnnnon0mmnnoonm®`E'mn�noommimmo�gKE mgam�000n00000��i'o mQ]OQpp ©almm0[�ODOm®mOOOO mmQIOO[� mmm�[lO DO KI"KNU OppL7 mmm[7O[7�0[LlmQ7000Op m®�0[7[10p[[Omm[IOOCfOmmmOOOQO0000pOOfJ asma]O[7O0[7a7mmOA[�OOmmWO ODaOm®¢�ODE�QOmmmpODES7000O00p®p cmujU ooOOMIMME3DOODOa7mm[�ODDOmmm000 ]ommmE100p OOQO[i[3E1E] mmQ7OdO®AAmm00000mmm00000mmQ]DOf7mommmOpKE 0O17000In iammOQ[7OO mmQ]O[l[�OO fnmmO[�DOO Rfm[L7p0uuaaO mmmOODOOOOOOp[]pE�J mmfDOL10®��®mO�pGOOm®�DAOOO�®m00pYQOmID�00WHEUHHpO®m"" « ,. mm000[�m []OO O �mmAOF�]Of�mmm0[7p®oin®mOpOp©Q�mQIEIOOQommmO[7fr7000OO�O�E1p m13 KZKN Q[Omm[70[AO®mmm0A00atil AQOmmQ]DO®dpKDO O9ESJp almf�p0®pDAmm000O®OmmQIOggOOOOmm[U[a= clElImm mm�®[�®poppppp®�1pDo a7®OAOOOOm�m00Q0ommm�p KE pp®0m00d000�®�O17®OOOHH KN"M= w®Q]DOpnA[Oma]O[�®Ooalmm [7[7OOm®O®OAQOmmam®oAoonommpoo impnooRaaMmmnomEaAmmKU KE" QIm ODAQAmmmOp"MOOD Eum" ' mmmnm000mmmonrnoAmmm000pomm�mov�aommmomoAooggompw9g mmmpm�oAmmmpnnooammmnnnnommmoola ommmvoAAoonnnt7o mmmpmonioaammaomooasmmoonoomQQ��pp000QoaamommoaoOpop ®mAo QJmmO®vOO Qsmmpp®�O aliFla7[7pOoo m®m ppAO�mma7000Ao OO[]�O®pm a, ©QonAmmmnoo ommmn oeammmooA mm_ ao oonnom d ai��noonoaamm00000a,mm�n��oomm�nooQommmmmHEonnnmoM'AA mmmv®ooAmmmom��ommm00000m®on0000m®mvooQonnmoa000 ' mmmvoonAmm�mo®aoommmo��Poom�mn0000m�®o��i000000©voo mmm000�i®wmmoovAoasmmnoAvomm��giveaommnm00000��mmpoo �mm�io®000��momaoommmmimno�oo���00000mmmm9oa0000nno� ®oo n�mo mmmoQonAm m�©o��mmmooQoom • �aosaoommmo odoon®nnooE7m®oc� mmO©©n�Aa7mQl ©o cn®mn�ovoommoeaoQQom 0o mm000noAa�m oQoivmmimooQoaZ9O0 AAOOSI]OpOAOOOOQpp po mmpo�nnAmm��iaoAo�ammA omm©�oAo�omm��AOA�oo�n�R3 ' mmpA ooAwmm00000 mm o mo AAoAo 0 opocro mmoA onAmmm00000mmmoA sao m000000mmov000 oopmmAAA alm0AA0OAmm0AO000a! OVOAOOOl7onOlfAOI�70®O A000pm®17oo0 mmmm oAmmm000iAo�n�imn0000 poAoaommmummu a Cu ' aamoA��oAasmooA�gommmoAvoo��onoo����m�oo�000�om®poA� aamoAAooAmmmao AasmonnQoea� OnA aim on000non©ono mm0000n m000000mmvoo 000® oA000m00000sao oodA • � 1 • 1 alm000no �m000ero mooraa9oomm��i o00 ooav�aoo���nmao ' aam ovoAmm�0000��imon odmaon�i000��000A mo©oHAoo mm��i000Amm000000mmnoo��oomaonsaooio�c�0000s�iiginom®A000 asmor�oonoaam00000�A��00000 mv000000m�0000000noo HOM � �o��ooAmm0000 A �i go 000aamo ooAa�m00000 mpvno mmov�aAao ®onm as a3�ooeaonAmmo �000mmonnoivompooA�®�s9ca00000000©oAa�oo wooao���aaoiooa000rnoov0000��oc�i000��0000�non��i00000 a�000QoAc00000000 mog0000samA000�®ooaaoaoogooav000000`��'iovo`r�'io'bO1i000mmKv m0 AQOnOaIoa2AAOoa7oO0 oomOnnAQAom000 umm" "UmmmA moloa000000m amao�iogio�o9®ell maoovo�oi��ovv�oo�om��iP000io$000mm�000 aso poo��nvvo©0000ron Q oo��a000mov00000nomeoommum ;•;. ;, ; ¢aoioAovoo¢�o • c r MAXIMUM ANCHOR* SMING (il3. SGRE MAX- SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNTNi$F,0,k H ON SHEETS 6 k 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: 101111m Roat POLM CONCRETE (A) TO EXISTING POURED CONCRETE(Lin. Cc - 3 AM) MAIOYIRN @WALL SILL MOUNTING ©CEILING MOUNTING OFLOOR MOUNTING - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BLPLDEX. (14, V' - 3 Oro) SPAM AN.HORS SPACING FGENn - 1/4'0.3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED By ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (MIn. Cc . 3 Iwi) (k) FRf MIRE RAfNO so Do= _ RA GUNS PRESSURE R - 1/40 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,NC.(Min.I'c . 2 kOi) TAPCON DR 1 4•TAPPER.ANCHORS AS MANUFACTURED BY POWERS FASTENERS. NC.,AND DISTRIBUTED BY AIL POINTS SCREW,BOLT'&SPECIALTY 70 b 60 IS 90 120 160 205 30 b 60 75 90 120 160 205 30 b QD 75 90 120 160 i05 TAPCGN WITH ADVANCED CotAPAl Vra ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WTH THE AMEWAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 i 1 9 6 6 6 14 1 t 6 6 t1 IR to f a 6 6 THREADFORM TECHNOLOGY (M;n. I't - 3 ksi) 3'-0- 14 12 TO 9 0 e 6 6 {4 13 10 f s e 6 6 {4 12 10 9 6 6 6 6 ALL POINTS SOUO-SET R 14 /2 10 9 8 • e 6 14 12 Hl 9 ! e� 6 a 11 li 10 9 • a 6 5 OLLIE NAP W CAP NOTES: I4 211019 0 8 6 7 14 12 10 f • a 6 6 14 12 10 f • a e 6 TAPPER+ A.1)MU4MUM EMBEDMENT NTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 a 7 1! 15 14 12 10 9 a a 0 0 14 12 10 9 a a e ! ANCHORS IS 1 3/4'.AND FOR BLUE TIP W/TAP ANCHORS IS 1 1/2'. 4'-0- T4 12 10 9 0 a 0 6 14 12 10 9 8 a 6 6 /4 12 10 0 a • e 3.3 14 12 10 f 8 8 6 4 11 12 10 9 6 • 4 4.5 14 12 10 9 a 6 4 33 A,2)MINIMUM EMBEDMENT OF 1/4'0.3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 0 8 e 6! 14 12 TO 9 6 a s 15 14 T2 10 9 8 a e IAA +uE W.1IMTNINS Nr ust roR INTO STUCCO SHALL eE PEAWTTED. 1/4'0-20 S.S MACHINE SCREW USED SHALL BE 1 1/Y LONG M IN SHOUT. STUCCO 14 {1 10 9 73 16 1S - 14 17 b 9 e e 6 5 14 12 10 9 6 7 S.! ♦ LILACS��s1Iu7 19 EXIST.AWD 1'W10LIUM FOR WALLS WITH NO STUCCO. S'-0- 14 12 10 9 6 8 6 9 14 12 10 9 6 a 9 15 14 12 10 9 6 a e AS 14 12 10 f Al 7 4 - 14 li 10 9 • e3 S 18 14 12 /0 a 63 S 1S ! A3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 11 10 9 9 77 43 - 14 12 TO 9 e a 6 45 11 t2 10 9 • e 4.S 73 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAIO WALL FINISHES ANCHORAGE SHALL BE AS NOICATEO ON /4 1-2 f3 9 68 7.5 - - 14 12 10 9 a a 5.3 4 14 12 10 9 • 6 4.5 ]3 NOTES At)&A2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EMS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 a a 6 - 14 12 10 9 a 8 6 5 14 12 10 9 8 6.3 S 15 INSTALLATION INTO£0S WITH METAL.Si1105 SEE SHEET 20. 6'-0- 14 12 10 9 7.5 15 - 14 12 10 8.5 7 33 4 ] 14 12 a SS 3.5 4 3 14 12 t0 9 8 9 - - 14 12 t0 • e 63 S 7s 14 12 10 a3 8 S { - (0) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 11 12 s e.s SS ] - - 14 12 10 9 6 a3 {.S .! 14 t2 t0 a 7 ! 15 3 - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX. 14 12 10 9 0 8 - - 14 12 10 9 a 7 ! 4 1{ 12 10 9 7.3 15 1 3 - 1/4'0.3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY. �'-0- 14 12 10 8 III 4 - - 14 12 9 7.8 6 7 33 - TI 0.S 7 15 4.3 13 - - - 1/4-0 BLUE TAP CONCREI£ANCHORS W/CAP AS MANUFACTURED BY FLORIDA PASIIINERS DIRECT,MC. _ 14 /2 10-e.! 7 4 - 14 1i 10 9 73 16 { - 14 t2 9 7 73 43 - - - 1/4-6 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC.,AND DISTRIBUTED BY AL FOUNTS SCREW,BOLT&SPECIALTY 14 11 7 43 - - 14 12 10 9 73 33 4 - 1♦ 12 9 7 6 43 3 - COMPANY OR ANY OTHER APPROVED UCENSEO OR AUTHORIZED VENDOR REGISTERED WITH THE AMEWM SHUTTTR SYSTEMS ASSOCIATION.INC. 8'-0- 14 12 to 9- 0 14 12 10 9 e 6 4 - 14 12 IO a SS S 33 - NOTES: 14 12 83 7 SS 3 - - 14 12 s s.s SS { ] - 2.!9.5 6 5 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS 1S 1 1/4'AND TAPCON 14 12 93 7.5 6 - 14 12 f.S a 6.5 5 - - 11 12 6 0 SS { - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS I'. I3 f3 SS S 15 - - - 14 12 10 8 $3 5 - - 14 12 a 6.5 ! 4 - 9._0. 14 12 to f B - - - 14 ti 10 f 7.5 4.5 - - 14 12 03 7 S! 4 - - 0.2) MINIMUM EMBEDMENT CF 1/4'0.3/4'All.POINTS SOLO-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 1{ 13 7.5 9 4 - 14 11 7 S.S S 15 - - 11 a S3 4.5 3.5 - - - EMBEDMENT INTO STUCCO SMALL BE PERMITTED. 1/4-0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOUID STUCCO 14 12 a 6.5 43 - - t4 12 6.S 7 53 4 - - 14 0.3 7 5.5 6 4.5 - - EXIST.AND 1'MNNUM FOR WALLS WITH NO STUCCO. t3 65 S3 4 - - - - LI 12 9 7 6 4.3 - - 14 11 7 33 43 3.5 - 10'-0' 1+ 12 10 9 14 12 10 6 0.S ! 14 12 0 6 5 4 - - 8.3) IN CASE THAT PRECAST STOW.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 10.3f75 33 - - - 13 SS 6.8 5 4 3 - - 10 73 S 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BENNG SAO WALL FINISHES ANC140PACE SILML BE AS INDICATED ON 1{ 11 14 1.5 9 6 ! 4 - - 2.3 ES 9 5 4 4 - - NOTES B.1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 0.5 • 74 12 a 6.S SS ♦ N f0 6.5 S 4 3FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 11'-O- 1+ 12 - - - - 11 12 f 7 e 4.5 - - 14 10.5 7 S.S {.! 33 - - , ANCHORS SNAIL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF 11E ANCWR'S MANUFACTURER. 2.3f.3 - 11 9 . 39 7 43 13 314 10 I. - - - - tt 0.3 7 15 4.S - - - I.S SS 5.6 43 76 - - - (D) SEE SCHEOIJI£BELOW FOR EDGE 05TANCE(E.D.)VERSUS SPAGNG REIATIDNSHIP PCR ANC1pR5. f3 7 43 - - - - - 1{ 1.6).5 6 S - - - 12 9 6 4.! 4 - - - i4 12 10 - - - - - 94 12 9 9-! SA - - - 1 10 9.S ! 4 - - - Jji! DISTANCE RSUS SPACING SCHEDULE FOR ANCHORS: 12'-O- 13 6.S I.S - - - - - 11 6 1S 4 15 - - - a 6 { 3 - - - - EINfIMUM ANCHOR SPACINGS ARE VALID FOR EDGE D;STANCES IIIOICAIEO BELOW.FOR E.D LESS THAN TNT NCICAED.REOUCE ANCHOR SPACING 33 f3 6 - - - - 13 93 CS S 4 - - - 0.! 8"-"! • - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. _ _ - l4 0.3 7 SS l3 - - - 11 6.S S 43 33 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN M9RMUM SPACRIC INDICATED FOR CACH ANCHOR TYPE 13'-O- 1 E _ _ _ - _ - 14 I.S 7.3 0 5 = = - ti 9 e 13 4 - - - FACTOR _ to 7.s 4 - 7.5 S.s 4 3 - A CTUAL TAPCON WITH ADVANCED TAPPER + i.S 0.S - - - - - ti f 6 4.! 4 - - 9.S 7 S 4 - - - - APCON THREADFCRIA TECHNOLOGY ALL POLLEE SOLID SET BLUE TM W/GP MIN.SPACING 5 - 13 9.5 1! S - _ - - 0J 73 S 4 - - - - SPACING 3' MIN.SPACING- 3' MIN.SPACING-3 1 7' 11 03 7 16 - - - Il a3 S.S 6S - - - - / MIN.SPACING. 3• 3 3/4- 4' 14'-0' 14 2t0 73 - - - - - - 9 7 ♦.S 1S - - 7 b - - - - HV D & FOUla CONDREIE 60NWIT BOCK & POURED CONCRETE k pgpEO OOtIUFIE CONQEIE 90af 11 a SS 9 5 13 - - - - - ETC BLOCK CONCRETE BLOCK CONCRETE%COAL1.5 t ED, MN E.0..3 1/1'MH EC.•2 I/7' IM E.0..3 1 'MK EO.•YW ED.•3 1/2' E0..2 1/Y73 _ _ _ _ _ _ _ 12 9 6 _ _ - _ _ 9A 4.5 _ _ _ _ _ 1.0 OAO 1.0 0.78 IA -_0.84 1.0 ts'-o• 1i - - _ _ - - - 53 1D ss - - - - 0.5 6 s - - - - - BLADE WORKING -- 0.01 1.0 - --- 0.67 19 - _ - - as Ss 4 - - - - as 5 3 - - - - - IN`1 UNISONto - - 0.5 a 5 - - - - - /! 6 4 - - - - - _ -0.71 - oat- OA1 - - - 0.43 - 18'-0' 14 _ _ _ _ - _ _ 2. 93 6 _ - - f0 A5 5 1 t 2' 0.3S - _- --- 0.38 - 6 f LORIDA BUILDING CODE(Non R IT Velocity urricone one 111 'A jj ��4p 02017 TILTECD.INC. _ ®2017 FASTERN METAL SUPPLY, INC. BERTWA T. �10Ep v?y A.S.S.A. Accordion Shutter System *s. RV. E7llNLE: q) w/0R w/o Ttv. N1Pnav BIArflE y American Shutter S stems TO_LIT TESTING V ENGINEERING COMPANY Y EV.N. DESCRIPTION DATE DRAW We I.C.0 • ��•O "` ; 6.155 Rw 161A.St.St..305,NNWNA GMOONS.FIWICA 33I6 4Assoda)IOn, Inc. I OLD 15-OSS 7 1 OATS: 07/27/17 •' PNpn4:(305R71-1530 F. :(305)871-1531 268 Westroods Drive 2 DRAWING No %.•QRIp� ``{. 44 4:uu.c0000:.cow, West Poi- Beoch. 7L 33407 ] •� -7 Z=ds1jo.,.......``•�`P,,AWLF WALTER6A ol/LlT it.P.E. 4 / U/ NqL�1 1 FLOWDA Loc. 44167 y ,--- - SHEET' P.E. SEAL 19f DATE 6 MAXIMUM ANCHQR* SPACING (in.1 SCHEDULE FOR A GIVEN MAX- SHUTTER SPAN e c n DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE RLOCK INSTALATIONS (SEE LIOUNDNM 1,J.K a L ON SHEET 7) POURED CONCRETE POUND CONC( IE ANCHORS SPACING LEC-E-N_D 1 7! OMUt 0: 1 FNCH (2 RAINGUARD MOUNTING ®WMI/FIOOR MOUNTING ©WALI/WALX OVER MOUNTING TAPCON OR 14Atutu ucU TAPCON WITH ADVANCED SPAN `OE94N NEG1aE 785911E M170(D11 0.O13171 NEG111E PfESSIlR RATIID(N SA 0@W MPAA111M.'g11NE 1A1R0 0.6FSDJ111GIM Pl351a RA1wG (�) JO 40 60 75 90 120 160 203 30 40 60 75 90 120 1e0 205 JO 40 60 73 90 120 160 203 30 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY 14 12 10 9 e a 6 1 5 132 1121 1 s ALL POINTS SOUR-SET 14 12 to 1 a a a 6 112 112 12_12 12 12 9.5 7 7 ] 7 7 7 7 7 6 6 5 5 ! S 5 6 OR LESS 14 12 10 9 • • 6 6 12 12 11 12 a5 0 6 4.5 7 7 7 7 7 7 e3 5 S 3 S S 5 ! 5 BLUE TAP t4 12 to 9 a 6 e a 12 12 12 12 12 t0 7.6 6 7 7 7 7 7 7 7 7 s s s a S 3 a TAPPER+ 14 12 10 f 11 8 a 0 12 12 12 12 13 63 a3 5 7 7 7 7 7 7 53 • a S S 3 a S 6 + 4--0- 14 12 10 9 a 6 a 6 12 12 12 12 12 93 7 53 7 7 7 7 7 7 7 7 5 5 a 3 3 5 a a 14 12 10 f 6 0 6 / I: /t 12 0.5 a / 4.S 33 7 7 7 7 7 7 63 3 3 5 6 5 5 S s 3 L1 12 to / e a 6 0 12 12 12 12 10 7-5 S3 4 7 7 7 7 7 7 7 3.5 5 3 ! S S 5 S s 14 12 10 1 6 a 6 0 12 12 12 11 f 7 5 4 7 7 7 7 7 SA 4 3 6 3 5 a 5 S 4 3 5,-0. 4 1x To 9 6 s a 6 12 12 12 12 10 7.5 as 4 7 7 7 7 7 7 7 7 s s s a a a 3 3 1+ 12 10 9 S 6 6 6 12 12 93 1.3 6 4.5 33 - 7 7 7 7 7 7 S s 5 3 3 5 5 a 4 14 17 10 9 6 9 6 0 12 12 12 0.5 6 6 4.5 - 7 7 7 7 7 7 a5 4 S 5 5 5 3 3 4 i SEE ANCHOR 1• It 10 1 6 0 6 6 12 11 t.$ 9 7.5 s.s 4 3 7 7 7 7 7 4.5 15 - 5 3 3_ 5 3' 43 15 - SPECIFICATIONS 6'-0" 14 12 IC 9 e e 6 0 12 12 12 to a • a.3 1S 7 7 7 7 7 7 7 7 3 S S 5 3 3 3 5- ON SHEET 13 l4 12 10 9 a 6 6 0 12 12 a 6 5 4 3 - 7 7 7 7 7 a5 • - 5 S 3 ! 3 S 4 a t4 t2 10 f e .S- a 6 12 12 10 a 6.S ISS.751- 7 7 7 7 7 a 4.5 - 5 5 S S S S 4.3 I4 12 to 0 e e 6 6 12 12 10 a 4s s 1s - 7 7 7 3 4 - - 3 6 s 5 s 4 3 - T-G" H It 10 • 0 • 6 4 12 12 12 wS 7 6 4 a 7 -7 7 7 7 7 7 a S 5 5 S 3 5 14 It 10 9 6 6 6 0 12 10 6.5 5 4.5 ! - - 7 7 ] 1 a! ! 3 3 ! 3 a 3 S a3 ] I4 1t 10 • 5.18 6 a 12 12 as 7 as 4 - 7 7 7 7 7 6 - - s s s 3 s s 4 - 0 VALID ONLY FOR Us TO +70, -75 14 12 to 0 e IS a - It It •.s 7 as 4 3 - 7 7 7 33 a3 5 - - 5 a s s 4.6 16 - - PSF A.S.D DESIGN PRESSURE 14 12 f0 9 • 6 6 - 12 13 O.s 7.5 6 4.3 13 - 7 7 7 7 7 7 1 4- S S 5 3 5 6 S S RATING & FOR SPANS PER 14 12 10 / 6 a f _ 12 9 0 4.3 4 3 - - 1 7 7 7 S5 4 - - 6 S 5 S 5 4 3 - SCHEDULE 03. SHEET 11 la t2 10 1 0 0 6 lx 11 7.6 1 3 75 - - 7 7 7 73 6 4.3 - - 5 3 S 5 5 4.a - I4 12 10 e • 12 1.3 7.3 e 5 33 - 7 7 6.5 S 4 - - - 3 3 5 a 4 3 - 9'-0 14 12 10 9 • e - - 12 12 9.5 wS 5.5 • 3 - ] 7 ] 7 ) 7 • J S 6 5 5 S a 5 a N It 10 /- • • O.5 a 5 • 3.e - - 7 7 7 6 5 a.ti - - 5 S 5 a a 4 3 1{ tx 10 9 e e 12 l0 wS S 43 - - 7 7 7 wS 63 - - - S 3 S- 6 6 4 - L+ 12 10 9 • e - 12 0.a 7 aS 4.5 33 - - 7 7 a5 4.5 33 - - 5 6 a3 a - - a 12 10 u n as 6 3 3s - - ] 7 7 7 7 i - s 3 s s s 3 s 4.5 14 12 10 9 6 5 - 2.5 7 4.5 " 3 7 7 7 63 4.5 - - - 3 3 -s b AS 3. - 14 It to 9 e 6 _ 12 9 6 b + - 7 7' 7 6 3 - - - 5 6 3 4-5 5 I- 14 12 10 1 a 6 - 12 1.S 6 a 4 3 - 7 T 3 4 3 - - - S 3 5 4 1S - - - 11'-1. 14 12 10 1 0 • - _ 12 10 7 53 43 15 - - 7 7 7 7 7 7 &S - 6 5 5 6 3 5 a 4 14 II 10 9 . 6 - - 11 S . 4 3 - - 7 7 6 6 4 - - , ! S 6 . a - HV BLADE ONLY 14 12 10 1 0 • - - 11 6 53 { - - - 7 7 7 63 4.6 - - - 3 6 S b - 1+ 1: Io 1.s ws 5.5 4.3 .5 - - 7 7 4.a 1s - - - - s + a.e a - - - 12'-0"19 \"to $ 6 - - - 12 4.5 wS S 4 3 - - 7 7 7 7 7 6 3 - 5 5 S S 5 ! 4.5 a3 - /a 22 10 9 a e 6 4 3 - 7 7 5.6 43 ad - - - 3 5 A5 • a - 14 12 IO 1 • 10 7.5 6 4 - - 7 7 a - u t: l0 1 s ass a 4 as - 7 w3 4.s as - - - - s s 4s a3 s - - - 14 12 f0 f • - - - 1.6 O.S 6 1.3 a5 3 - - 7 7 7 7 7 4A - - 5 a 5 5 a S 4.3 14 12. l0 9 e - - - 7 s.6 as • 3 = - - 5 a s • a - - - . 14 12 10 ! a 9 7 4.5 75 - - 7 7 SS 43 - - - - 3 3" 6 4.5 4 - - - - I+ a 10 1 - &5,5 e + a - - 7 s 4 a - - - - 3 s 4 a - - • 14'-0"14 12 10 1 - - - - 5,5 4 3.6 - - - ) 7 7 7 7 4 - = 5 5 5 a 3 5 4 3 - 14 It 10 1 _ a - 7 7 a 1a - - - - S S 4 -4 lx 10 'f _ _ - 4 - - - 7 7 5 4 - - - - 5S5 414 1 1 c 4.3 a _ 7 3.3 aS - - - - - 5 3 3S 3 - - - I+ 12 10 = - - - - 3 ♦ - - - 7 7 7 7 7 - S S 4 ] i2 to - - 7 7 a3 a - - - - s s 43 3S14 12 10 - - - - - 4 - - - - 7 7 5 - - - - - 3 S S 4 - - - - 14 12 10 - - - _ - - - - - ] a3 3.5 - S 7.S -14 124.5 33 3 - .6 - 7 7 7 7 6 3 - - a ! a 3 5 4514 12 10 - ! 7 as 4 - - - - S S 4 3.5I4 /i w - - - - - 7 - - - - - 1 - - - - s 5 ..3 ^ - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone I►1 N• , Ox017 71LfEC0,INC. - 0 201 7 (ASTERN METAL SUPPLY, INC. �9, \C E,ysF•, v� BERTHA A.S.S.A. IN Kv��rd�a�n �h�utterS aSt"em 3 American Shutter 5 stems TILLIT TESTING & ENGINEERING COMPANY Y V. o6sct61fla oAn oRrivN e7 c. i 0." If►(r( � ; Association, Inc. I OLD 15-M - 7/27 1 DATE: -07/27/17 4 f333 X.N.3NA.So_SW.]IMf,VMGMYI OAMENS.1.00W 3314 PH...:(305)871--1530.re.: (303)e7:-1531 4268 Westroods Drive 2 DRAWING No a46 LI .-moa:t4Mcoe44'- West Palm 6eoch, FL 33407 s _ S c_�`4 1 EB-Oo06719 17-1 d7 I /ONp�•G"�\Iltl wAl1ER A.TLLIT Jr. P.E. 4 P.E.'S&iT 3I6 #6E/DATE FL ORIDA Lm. •/4a167 5 __ _ SHEET 14 OF 20 �d-�EJ"'`l�^tS�7+ • �)ERAL L)YRA7RM AND CON Qbs OF Ecc FOR BERTHA 5 1.MAIL AID.DESIGN PRESSURE RAT14 ♦110. - 110 p.A.N. 2.WAX.SHUTTER SPIN:967 3.ALLOWED MOUNTINGS:A.0.G&H ON SHEETS 6, 7;AS WELL AS MOUHDNGS M,O,T.U&W®®ON SHEER 16&17. (� ! Q}�ONLARFY CEHEEFWIES V%L'X OT W/ 4 LAT'OUA%CASE OF WITH 61) J!�II'`4�jp l `-' 5 ONG =E MUST BE INCLUDED ONLY AT DETERM3R ACCESS SIDE OF ��� , , I� I(A)HV wMDOW 81AOE(7A1 sW-MY ALLOW A MAXIMUM OF 5 DPENNGS (3'►f10lES)FOR©PER�1ADE Ai SPACINGS SHOWN ON SHEET 4. 4CLEARANCE MAX. 5 WINDOWS i7 , , OF ANY 3 CR q TOP Oft SHALL BE IYOM EDGE OF W WIDOW BRACE 1® ALLOWED AT HIV WINDOW RLAIDE 1/ C. (C)FIRST OR BLADE COMING OUT(ROM STARTERS AT ENDS MAY BE"V t WNOOW BLADE SN , , ♦ / (D)IN WINDOW BLADE IQ MUST BE USED ALTERNATE is A SOLID IP/BLADE 1O THROUIGNOUT SHUTTER'S WIOTIL ? � (E)CE]QERNAIES SHALL ALWAYS BE INSTALLED A0.MCENT TO A SOLID LN • ♦ / _ V BIAi'E 1 AT ETHER SIDE OF THETA. ? � (F)POLYCARBOHATE HV WINDOW®SLAM BE INSTALLED SO TABS FACE SEE END 444 a T"E INTERIOR OF THE OPENING eENG P110MVE0.VTW WNpCAf MUST BE CONNECTgN _ , / g4 ONLY INSTALLED AND LOCKED USING A W SETTING TOOL PROVIDED BY ASSA DETNLS ON SHEETS ■ 3 INC 10& la TYP, f' FULL HEIGHT,- q 6 SEE ANCHOR SPACING SCHEDULE FOR NSTALIATIONS INTO WOOD FRAME s rp, BUILDINGS ON SHET 'I AS 11011ED ITT SPAN µ0 DESIGN LOAD(SEE NOTES I &2 ABOVE). C �^ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED I SPAN KSK,N LOADETE OR (S�EECNOTESL ON I&2�ADOVE)EETS 2& 13 AS UMf1E0 BY 6.MWMUM SEPARATION TO GLASS SCHEDULE,PER ASTM F-1996 _7(SEE PLAN FOR REQUIREMENTS) _ _ f 0 ttP TOP&BOTTOu (IyT) �)2,eR:�e\�J•(��. WINO ZONE MINIMUM SEPABARGN TO GU55 -_.-__.�NUMIIEO WIOTM--_-.__________._.___ ELEVATION MN.SEPARATION TO GLASS FXSTING GLASS SFE SGdDULE CN FRET 11 rYR B17EE Q: 4 8.25' -- --P. X-0 ON TYIS 9EZT TCR RADES p& - ,5, IL,l�I TYP. SYM RGL CENTERMATES W/O (Sf�NDTC 4 AWIE) PLAN �� '24d25 TYP CI AL (f) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (IA SHUTTER* L'IELFAAAA .�,♦_ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \\\LI�P,. '�,�G EN,SF••.,`�9-•; -d20I7 Ta1EC0.INC, 02017 EASTERN METAL SUPPLY, INC. BERTHA TM A S S A Accordion Shutter System �} f L E C O N c. • . . ■ )LV. BLADE #1 W1 OR V//0 KV.WTWW BLADE Q - iILL1T TESTING & ENGINEERING COMPANY American Shutter Sysiems REV.N. M KSCRW DATE DRAWN W. L.C. ��Q ,<• �� 6355 H.W.",em.St.. _D5,MRGIAA GARDENS,r:CRDA MIR Association, Inc. _ I OLD 15-0&S 7/27/1 DARE. 07/27/17 t205)87sL.1 1530.F-:(30.5)e71-m31 4268 Westrpads Drrve 2 DRAWING No _ I' -mw:laacosea.cem West ?nInt Beach, FI. 33407 3 1 EB-0006719 • /DART.��, NALIER.L lr UT:.PC 4 17 07 rICRIDA Lic.144157 5 SHEET -- P E. SEAL/SIGNATURE/DATE 6 19 OF 20