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HomeMy WebLinkAboutProduct Approval GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY TINE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENT BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd--0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 STALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA-1:_W BLADES(I & (JnI BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. GENERAL NOTES 1N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVER STRESSED, A 33 % INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS IM USED 1N THEIR. SYSTEM COMPONENTS 1-20 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 BERTHA H.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 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 TYPICAL WINDOW BLADE & WINDOW DETAIL -HV BLADE @ $0214.01-03, 00715.01-03, #1004.01-05, #1214.01-05, #0317.02-06, #0609.01-10 AND $0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA 2' by eLADE_(D AND w WINDO AND E-1996 STANDARDS (MISSILE LEVEL D. WIND ZONES 1, 2 &3) & #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE ® 10505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND # 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS INSTALLATION DETAILS A-F, CONCRETE/BLOCK 2 HV BLADE 0 AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHIFT 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK 3. BERTHA H.V.ACCORDION PINS (LTV SCREWS), USED'AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x275'AND #14x1.75' RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ks,TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HEV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS W COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 IIsi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCH 6005-TS ALLOY. MAXIMUM SPAN TABLES ANCHOR SCHEDULE- CONCRETE& BLOCK 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATEDCARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE St BLOCK AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4• ANCHOR SCHEDULE- CONCRETE& BLOCK 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 w MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(D: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD HV BLADE D&Q WORKING IN UNISON: 12, 13 & 15 INSTALLATION DETAILS S-X, WOOD 8. THIS BERTHEA A H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #8'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PARI BY U.S. PATENT#5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X, WOOD METAL SUPPLY, INC. 9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TQ BE ATTACHED To INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CALILK AREA 3: W WINDOW BLADE fi ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION 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 , CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS AREA ` 13LADE 51 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE-LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS PLACED FOR EMERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 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 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.ED. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE U THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CON51DERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE 0 (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED EN A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E-O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. +++++ FLORIDA BUILDING CODE(Non Nigh Velocity ..A'.T/ ''1�i �� ©2015 EASTERN METAL � ' �`� y, BERTHA A■S■S■A. Accordion Shu +, FLV. BLADE#1 W/OR W/O FIV. ,; = American Shutter Systems . N D�w1moN DATE TF *� TILLIT TESTING do ENGINEERING COMPANY �0�;.• F OF sass N.W.36th.St.,sta 305.WIGINA GARDENS.FLORDA 331s Association. Inc. t OLD 11-192 4/13/t g Phone: (305)871-1530 .Fox: (305)871-1531 4268 Westroads Drive 2 �i��s�+'-. - •'��(.��� e-mall:6lteacCool.com West Palm Beach, FL 33407 3 EB-WALTE®A.TILLTLIIT1Jr. P.E. 4 FLORIDA Ua:# 44167 5 P.E. SEAL/�SL}�N�TURE/DATE 6 p S"0 FOR WINDOW�IADE® 9 iV VARIES Gr`r N N 1.491 " Max. 200" t'. OI O .45 O (Lo. .D9 w O a 4.371' 4" 4.385" y$'Z 4.857" 4.999' 1 1 HV SOLID BLADE N .375• V 90'/180' STARTER y n a O5 H O HV UNIVERSAL FLOATER o QUALIFIED FOR USE W/ COVERED UNDER US PATENT # 5458179 QUAUFlED FOR USE W/ HV BLADEQ ® V DIRECT MOUNT HV BLADE(D HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19. 6063-rs ALLOY A(�AND TEMPER 37 " m 6063-T6 ALLOY AND TEMPER 3.226' 1.500' 124" a 0 085 . 670'(TYR2.670" 3.556' n ) 1 .994" T* :l o°i_ ."2-.2,2,. o 72 0 04.897" n m .815' 2.092" N 4.436' �0.072• -" o.a72"' O7 HV ADJ. ADAPTER W/LIP 1996-. QUALIFIED FOR USE'W/ HV ®HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK BLADE Q QUALIFIED FOR USE W/ HV O HV TRERCH TRACK ss" 6063-T6 ALLOY AND TEMPER BLADE1Q QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY ARND TEMPER BLADE 01 ONLY. HV RAING BLADE1� r)_ 6063-T6 ALLOY AND TEMPER QUAUFIED FOR 6063-T6 ALLOY AND TEMPER VARIES .936"1 1' 1.915" o BLADE Max. VARIES 1.936' 6063-T6 ALLOY 0 1.917 0Max. o -. 083" 083' 12.060' .060• Nn m . C°o083 .083' .100" ' .12 a5 N s 0o N.060 .093" 093" 706 �§ 6 a. Co o n mhp. 670 1.686' ,a m2`A 670 e 3.520' 3.520' 3.529" 670 1HV HEADER SILL 3.529 s. 11 HV CEILING HEADER V-5; / - j HD CEILING HEADER SILL QUALIFIED FOR USE W/ HV BLADEnONLY, QUALIFIED 0633RT6SAL D AND BEMPEROONLY QUALIFIED FOR USE W/ HV BLADED 14 HD WALL HEADER/SILL SEE SECTIONS FOR VAUDI -'' SEE SECTIONS FOR VALIDITY_ QUAUFlED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 10 ONLY. X 6063-T6 ALLOY AND TEMPER 1 COMPONENT A B T1 T2 Ku t' t' D.062" Q 2" 5'MAX 1/8 i/8" 18 SIDE ANGLES B 2' 5'MAK. 0.192" 0.192' QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5" 7"MAX. 0.190" 0.190• CORNER POSTS BLADE 10 QUALIFIED FOR,USE W/ HV QUALIFIEDBLADDEUCD W/ HV 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. ® 2" 5"MAX. 0.139" 0.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non Nigh Velocity 2015 EASTERN METAL , 5-1 , �.�� �ENSF _'' BERTHA 1 L E C OINC. A.s.s A►.I Accordion Shut / FLV. BLADE#1 W/OR W/0 FW. *; �C� '�� '* TIWT TESTING & ENGINEERING COMPANY American Shutter Systems EV. N DESCRIPTION DATE SATE OF ;c� Association Inc. , OLD 11-1 sz 4/1,3/4 ". 8365 N.W.36th.SL.Ste.305.NRGINIA GARDENS.FLORIDA 3316 Phone (305)871-1530 . Fax: (305)871-1531 4268 Westroads Drive 2 �i��0�:•,, LORI G�``�: e-mail: tOt0067191.com West Palm Beach, FL 33407 3 EB-SS/DNA�����.�` WALTER A.MLLIT Jr.P.E. 4 FLORIDA Lo P.E. hi+/FI6i+AA9'��E/DATE 44167 s s 4.660' .929' 4.576' WAD ' 1!4-20 IE CAST 45" 2.293' 0.334` FLAT D 711REApm HOUSING ENAMEL 10 2.293° .745" °o S.S.MS. BAKED'PANTED ED DIE GIST �� p (2 TYP.) `per HOUSING ENP _�0 o p. m •b 'm i-PAND RqJ 0 0 m n m 0 4' Ica1 Co n g n %o °o m U _ m .062• n 0 f° w '? Co pj o .875' Q CI N °Q mo 1.325' m0 O6 °0 .318 BRASS C 8RAS5 CYLINDER 0. 1 04$q. - - n a , a KEYS(O WME (CHROME S R4) m a n .µ PLANED) 21 HV CENTERMATE LO G C T T s. yAo • °Bo 326 m ® HV LOCK ® }IV EG QUALIFIED FOR USE W/ HV BLADED& 1D ONLY Af-j a.D23' 675' QUALIFIED FOR USE W/ HV QUALIFIED 6063-T6 ALLOY AND TEMPER QU ED FOR USE W/ HV BLADE 1 & to ONLY BLADED& ®ONLY- BLADE I 6063-T6 ALLOY AND TEMPER 1l HV CORNER CENT RMATE Q ALIFIED FOR USE W/ HV BLADED ONLY 250"0.0. 2.874• 6063-T6 ALLOY AND TEMPER PLASTIC HEAD '0 MOLDED Ta n m N1756' .922' 4.045• 2 SCRnI EW 2.079' 1.753" ,it o .625' ds1�4" -ZO X TJ�4»Opp• �y ON t`M S.S. THUMBSCREW_ Om SERIES 9444 ALUMINUM(2G24-13 Almm•- SHEET NUTSF3Lf,PART#0820,AS MANN 2_ 7E0_� .822' CHERRY 7EXTORN,PARMPPENY, NEW JER PLAN `� FRONT ELEVATION HV MALE "T" LOCK CENTER�MTE 4.566" © ® " " HV "T" LOCK ® HV ALTERNATIVi LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEDONLY ® HV FEMALE T LOCK CE QUALIFIED FOR USE QUALIFIED FOR USE W/ HV BLADEDONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADEMONLY QUALIFIED FOR USE W/HV BLADE D ONLY. O BLADE 1 ONL• 6063-T6 ALLOY AND TEMPER- 6063-T6 ALLOY AND TEMPER . 5 ° 1.917 1 1.917' 3.181 n o D - m 43 THUMBTURN v ' 391 10 CYLINDER OR .063' .214' 00 0 .063 .062' � KEY CYLINDER .214• .545' ^m n i7 i0 10 0.875' Mi o M n °m o umi n 1 .125'Mi .40 m $ o q m 3� HD CE TER ATE O LO G ROD ® D CENT R ATE LOC I G ROD '° o QUALIFIED FOR USE W/ HV BLADE 1 & 0 QUALIFIED FOR USE W/ HV BLADE(1)& to 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INSERT 804° o VARIES, 12' MIN. QUALIFIED FOR USE W/ HV BLADED& Q m 1/4'r-za s.s.aR 3/6'0-16 1.130• 6063-T6 ALLOY AND TEMPER A.CE7AL THUMBSCREWS. :U/2 (SEE DETALS) 0 _ 115' 'ci (41/4-0 '57 Min. °n1.78'Maz. ® LOCKING RODA ® HD LOC 375'0 QUALIFIED FOR USE W/ HV BLADED 3. HV 1 4" 0-20 AIS 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 H001 6063-T6 ALLOY AND TEMPER © HV 348"0-16 ACETAL I QUIRE A 716- HOLE THUMBSCREWS ERNES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE D& CA 05 DRILLED ATTION TRACKSLL FOR PROPER EMBEDMENT QUALIFIED F g%%V LN n BLADE 1Q QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE(Non High Velocity 1k...i- ✓i�7 ®2015 EASTERN METAL ;�`'��� ���ENs�'•'� '�'' BERTHA 1L EC O INC- A.S.S■A■ Accordion Shu KV. BLADE#1 W/ OR WHO RN American Shutter Systems •• CST �P� TILLIT TESTING & ENGINEERING COMPANY REV.H DESCRIPRON DATE S �tM. Association, Inc. 1 OLD 11-192 4/13/' Ate_•, `O__ Q. ?` 6355 N.W.36th-SL,Ste.305.VIRGINIA GARRM 6316 4268 Westroads Drive F.C. Phone: (305)871-1530. Fax: (305)871-1531 e-maih BlteaoGooLcrom West Palm Beach, FL 33407i7FS �ON IIwAL1ER a 0016719 LIT P.E. FLORIDA Lie. $44167P.E. SEAL/SIGNATURE/DATE SHUTTER ASSEMBLY SCHEDULE FOR HV 0, HV 3/8"O 4� 12'MIN. CE (D HV BLADE 1 4 + I To Bu GE P 1A ,1875"` ' ® HV BLADE 1A I �!, i FN WINDOW BLADE 0525` EXTERIOR SECTION x x •os. RTS ® HV LONG RECESSED NYLON BUSHING x I BLADE'S -0 OPENIN 1875' Y n KNUCKLE •0625 39 I I a 3 (TYP) 0.052s• Q HV SHORT RECESSED NYLON BUSHING �4F } ® HV NYLON HAT WASHER ® o ! FLAT PORTION R1.7 j/ ' Q DR N N��,., I B IDR ® HV WHEEL CARRIAGE AISI 302-303 SERIES I 1 N—yto 49 40 I I /m2. 50" 0.870"x3/16" THICK NYLON WHEEL 3 "I z 7/8"MIN. rtv wlNDow CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS 315.0 SEPARATION 03.00 1 BETWEEN .0625" 3•� 0625' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR OPENINGS f 5 3/4` SECTION Y—Y o ON C TERS K*1 ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD I �47$"�to 7500' 41 475," b 1 2 1/4" EXIERTOR ELEVATION ® EEEEN LEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW �'' ' BE w I; I I � I ! T S TYPICAL, HV WINDOW BL I I; POLYCARBONATE HV WIC ' (DOR ® ® or ®3 N.T.S. ((SEE NOTE FOR ! VENOTE I I ! (DOR ® I �C POLYCARBONATE IMPACT RESISI I ! BAYER MAKROLON 3103 POLYC ml112" MIN. CL CE RESINS, UV-STABILIZED GRADE * HV PIN^REQUIREMENTS AT EXTERIOR BLADE KNUCKLEFOR ! Y I TO BLADE B M INNOVATIVE PLASTIC LEXAN 10,' Ig� f i I (GID OR ® i I j (SEE NOTE °F" ON SHEEP 19). I 11 (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3® C4 in / HV ; BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W 1 } Q OR !'I 1:7' I POLYCARBONATE SOURCES FOR 44 HV ® BLADE. ! I ! EXTERIOR APPLICASLE RESULT TYPICAL SHUTTER ASSEMBLY N.T.S. 7vnCIU.PROPENLIES STANDARD ya.A (2) HV PIN ® MAY BE USED IN LIEU OF © AND ONLY AT Nv PIN OR AT REFERENCE =m—'I EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 00.324' BLADE'S KNUCKLE. Pmmre4: (SEE NOTE # FOR sreaFlc auvm ASRr msz 0.043 m/I� BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 04 REQUIREMENTS) T,p�ll— ® ! TIINSILE YIELD srREILC111 ASTM nese 9,400 ps.i. (3) HV PIN ® OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® ! FLEXURAL STIR AT YIELD ASTM 0790 12500 P..-T. t: ,ycj ( FL.EXURAL MODULUS ASTM D790 340.000"J. 3� SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8� °j ! DLPecL SHEET ©0 N0IGNED[zoo ASM o2fi6 16 Fr-Vm FIRE!BURNING CHARACTERISTICS, MEL CARRIAGE DETAIL SMOKE DENSITY . ASIM D2843 47.2 X N.TS. ASSEMBLY LAYOUT RATE OF BURNING ASM63 06 C-1 CLASS N.T.S. SELF IGNITION ASM.D1929 1040 T 1dFAltlFk ASM 6135 TENSILE STRENGTH AFIFR WFAIHERWG ASM 638 9302 P.1 1O HV BLADE SOLID & (A HV WINDOW BLADE DETAILS TENSILE STRESSGETGRE WEATHERING ASM Oa 6,61 ,x,. N.T.S. FLORIDA BUILDING CODE(Non High Velocity I 1ER A. T ��i,,�i ©2015 EASTERN METAL SUI ��cFN ��� '' BERTHAf A■S S■A■ Accordion Shuttl 1 L E C 0.1 N C. H.V. BLADE#1 W/OR W/O KV. V American Shutter Systems *` TILLIT TESTING do ENGINEERING COMPANY Y �. N DESCRIPTION DATE ATE OF 6355 N.W.36th.SL,Ste.30.5,VIRGINIA GARDENS,FLORIDA 3316Assoclatlon, Inc. I OLD 11-192 4/13/15 i ORIDP Phone : (305)871-1530. Fax : (305)871-1531 4268 Westroods Drive 2 L is `� e—mail. tiltecocool.com West Palm Beach, FL 33407 3 NA�•ENG` �� WALTER RA.MLLLIT Jr. P.E. 4 P.E. x(5113 URE DATE FLORIDA Vc. � 44167 s 6 - ®•®� �°�' ©«gym *NOTES ON HV LOCKS AND CENTERMATES: s m + gas 1. MANDATORY CONDDiON its ONE HV LOCK or®SHALL BE USED AT 1/2 OF'SHUTTER SPAN OR 12" ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INST TIC tc S T U ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED To C CENTERMATES VY/(2) 1/4"0-20 x 1/2" LONG FIAT HEAD S.S MS. LOCATION OF LOCK SHALL BE � TYPICAL SHUTTER ELEVATION. 0 m®m 2. QEWN& y IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, 16�+ LOCKS OR Qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO V OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DD� H — 3. OPTIONAL CONDITION #Z(VAL1D ONLY WHEN MANDATORY CONDITION #1 OR LIMITED MANDAI J2 IS USED W/iW0 H.V. LOC% LOCKING RODS ARE NOT REQUIRED AT_HURRICANE POST ° 4 oR_5 _90R@761® °"® BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS 1p OR AN ALTEW MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDTRON i2: ONE HV LOCK® ® SHALL BE USED AT CORNER CENTERMATES IEP AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR IN: ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO I. V AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUT Hoc ® MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEEP 12. o <'3► ofoi5� 5. y 3 �r Fo NE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPI INV CATIONS AT ANY ELEVATION. ALTERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE L( H ail! OF 1/4'0-20x3/4" S.S. THUMBSCREW TO ©1 OR ® CENTERMATES SHALL 9E MADE W/ 1/4'0-201 �as�C HDO-HVD i5 RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SF 4 a ^ LOCKS AT 1/3 OF SHUTTER SPAN. ® 6. uAnIDATT]RY CONDITION a FOR KEYSTONE MOUNTING INSTALAT1100• ONE HV LOCK® or®c USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN TO 96", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or @ or® MAY BE USED AS At OUTSIDE LOCK, ATTACHED TO® or ® SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING CONNECTION OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E H 1 K L N P O R y W SHEETS 10 & 18 TVP. FULL " *_NOTES_ ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER �am 1. SECOND ALTERNATE TO MANDA�RY CONDITION f t VALID ONLY FOR HV'I'LOCK 0 . ANDwmmi CENT CENTERMATE ONE ALTERNATE HV "I" LOCK (Sd MAY BE INSLALLED IN LIEU OF HV LOCKS ®OR® FOR AI I STALLATION AT ANY ELEVATION. AL TE LOCK 3(g( Y BE USED AS AN INSIDE OR OUTSIDE LOC OF LOCK ® INCLUDES USING REINFORCING LOCKER�, AS SHOWN ON SECTION HVG, SHEET 9, N CONNECTED TO CENTERMATES®AND I@ W/ 1/4'0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ WINGNUT OR W/ 1/4"0-20x1' S.S.M.S. INTO A 1/4'0x 5/8' RNNUT. LOCK MAY BE INSTALLED AT I ©+07 +©aR©+O7 + 18 a+ MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ®TOP AND BOTOM IS MANDAT *NOTES ON D LOCKS & CE TE MA ES: 1. : ONE ALTERNATE HD LOCK(D. MAYBE US TYPICAL Cts HV BLADE SHUTTER ELEVATION HV LOCKS C24 OR tq FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAI N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®To®IS W/3 g8 x 3/8' F.H. SS.MS., REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB—HVB AND HDC—HVC, SHEET 10. LOCK MAY BE MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTT01 FLORIDA BUILDING CODE( on iyh Velocity (�I?l A. Tj��r�r��i ©2015 EASTERN METAL tit, �\cEnrsF BERTHA 1L ECO ,7A■S■S.A. Accordion Shut Hv RADE #1w/oRW/0KV. American Shutter Systems REV.Nc DESCRIPDON DATE TILLIT TESTING & ENGINEERING COMPANY = STATE OFsJs6 N.W.Jsu.sL,St.Jas•vulcuaA cnHOENs,FLORIDA 3316Association. Inc. t OLD 11-192 4/13/1: • Phone : (305)871-1530. Fax: (305)871-1531 4268 Westroads Drive z ',,��,c�;.• ORI ��`��� a—mall:b1tecoccaLcom West Palm Beach, FL 33407 3 '''i, Z•NAL E�G````� WALTIE�a TILiit Jr. P.E. 0 4 P.E. SEA�f'�SiC3N}�U�RE/DATE FLORIDA Lic. 44167 5 6 ONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE•SCHEDULE ON OR CONCRETE BLOCK CONCRETE SHEET 13 REQUIRED 1/4'0-20x3/4" S! CONCRETE REQUIRED ) CONCRETE ANCHORS MACHINE SCREWS REQUIRED FOR (SEE SCHEDULE ON W/ 1/4'-20 CONCRETE ANCHORS 17 18 R A©xEYSTDNE(SFE NOUNRNG®ON$14EEr 7) SHEET 13) NUTS ® 12' O.C. (SEE SCHEDULE ON SHEET 13) 1" 1' 12 OR 14 Min. 1/4'0-20x3/4" S.S. Min. EQ Q MACHINE SCREWS EQ EQ USING 1/4'-20 NUTS 2' --- - ® 12' O.C. 1/ /2' E D* .250' Max. -- -- 13 GR 15 * -__ 13 1 1 .25a' Max. 0. III Ili ED i i 1 .D.• I i i I I OPTIONAL I I �PTIONAL WL SEPARATION WWI TO am(SM �- 1ainEmAw I I I 1 OR ®� i I I EXISTING I MIN. SEPARATION TO GLASS I qt1 g,FfT 19 FD1i III I I h , G�S—r—(SEE SCHEDULE ON SHEET 11) , EXISTING I BN (D&Q I i i MIN. SEPARATION TO GLASS I 1 GLASS--i (SEE SCHEDULE ON SHEET 11) EXISTING i I 11 HV WALL HEADER INSTALLATION QA HV WALL HEADER INSTALLATION © HV WALL_HEADER INSTILLATION + KEYSTONE I EXISTING i MIN. SEPARATION TO GLASS GLAS�T-I I I I I i I i —(SEE SCHEDULE ON SHEET 11) TO I�(SEE l i i 1 1 1 OR ®• i MIN. SEPARATION TO GLASS 1 h 1 i l EXISTING i�Spmx"c SFS i i i I i i`(SEE SCHEDULE ON SHEET 11) j GLASS h 11 FOR HARE®PND m h 11 ON SPIE(19 FOR I I I i i h eNPDEsm&� I ; EXISTING f-oPnONAL II I CLASS-1 I I h Y I I I •D.• i I VI IIS I IIS I OPTIONAL i i T i l 1/4' Max. • C N 1 1 1 1 /2' D. \ - -- 19 --- E EQ 13 OR 15 t' -- 12 OR® r-- 1/4'0-20x3/4' S.S. Min. --- LEL a- TRUSS HEAD 1/4'0-2Ox3P 17 OR 1$ MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD ONCRETE ANCHORS 1' 1/4"-20 NUTS ® 12' O.C. (SEE SCHEDULE ON W/ 1/4'-20 QT _ POURED CONCRETE (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) OR CONCRETE BLOCK OR CONCRETE BLOCK NCRETE ANCHORS REQUIRED WALL REQUIRED Op HV WALL SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL_,INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER * I- D. = EDGE DISTANCELY � `, 2- MOBUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) • BLADE LIMITATIONS OF FOR \1/ H Y B LA D E IN ANY WAY TO SUR ANY INSTALLATION. uNuu1F FLORIDA BUILDING CODE(Non High Velocity �� i ©2015 EASTERN METAL `\` \CENs�.':'�': BERTHA * � C O imam. A■S■S.A■IL EAccordion Shut Kv etWnE#1 w/OR w/o KV. /� *= American Shutter Systems REV.Nc DESCRIPTION DATE OF ,'�` TILLIT TESTING do ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/1! /••, (`` 6355 N.W.36th.SL,St.305,VIRGINIA GARDENS,FLORDA 3316 y Phone: (305)671-1530 .Fax : (305)671-1531 4268 Westroads Drive z ��ii�Fsn•.•, Phone e-mail:Olteco®aol.cam West Palm Beach, FL 33407 3 EB-O;t� ,1�\��� -WALTER A.TLLITi Jr. P.E. 4 f P.E. SEALl���`NATU RE/DATE FLORIDA Uc. 44167 5 POURED CONCRETE ANCHORS I MLV gpppAtlOy i I i i I I I } MIN.SEPARATION } CONCRETE (SEE SCHEDULE ON SHEET 13) - j TOGIAS(SEEI ( ) QR ® 1 } } } i 1 TO GLASS I I SCHEDULE ON SHEET I I EXISTING I I I $a SCHEDULE REQUIREDGLASS—} MN. ON I 1 EDGE OF �}11 FOR BLADE(DMD t i I '} GLASS—} SKEET(1) I 1 ON SHEET 19 FOR I I M N.SEPARAnaN I i I —SLAB LaA»EsO&® }— �G I I I } 9 D. APPLICABLE LE DCI�S� 1 \ 1 o1r sxOEt t t) \ 1 rZ4 ALTERNATE iiI i i i i i }i 1 EXISTINGANCHOR/// LOCATION I iLEI L GLASS E i} I I I {/10x3/4° HEX WASHER HEAD } 11 OR 3 OR'I S 1 3/8 MIN. TEK SCREWS ® 12'O.C. I I } 3/8 MIN• CONCRETE ANCHORS $ tt } ry ©+ 7 (SEE SCHEDULE ON SHEET 13) E } I t I I EDGE OF O(G�$�i Ili }1 1} EDGE OF--+ I L I APPLI IF CAABLE D. t L I STAB.IF f I 1/2 1 EDGE OF POURED I I } A01� � I 1 APFUCABLE 'Q' Q' APPLICABLESLAB I FIAT HEADCONCRi csm•CLASS(gam: } I I CONCRETE 0 CONCRETE (SEE SCHEDULE 01 -{ „FOR a DE(DOD POURED REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED I oN S1atT,s ra>rt t oil ® coNCRETE 11 .TRENCH INSTALL 1iADEsOm® 1 } REQUIRED D.• D. (SEE SCHEDULE ON SHEET 14) VALID ONLY FOR UP TO +70, ® HV FLOOR INSTALLATION t (I HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING & F © HV CEILING INSTALLATION SCHEDULE #3, SHEET 11 EXISTING MIN,SEPARATION I1' I CONCRETE ANCHORS G ( L�O1ItF�— } MIN.���T r I I 1 (SEE SCHEDULE ON �'ON SFC4Bt 11 TO CLASS I LI I I Q 1/4'0 IED BUItDIX TAPCON W/ ) I�-(ss saToutc I I —r I I I SHEET 15) ADVAN=THRFADFORA j ox SLIEST it) } I I LEI I L EXISTING OR 1/4'0 POWERS EXISTING—1 I I EXISTING I I GLAS I I 1 I I + GLASS --JJ YIN SEPAMnoN To CLASS S� I I 1 FASTENERS TAPPER+ANCHORS W/ GLASS I I —I(SEE SCHFDUIE ON 9GE77 11) `� I MOL SEPARATION TO I I 1 1 3/4'MIN.EMBEDMENT®6' (SEE so+�ON 11) I t } (XC. FOR UP TO 6'-0"SPAN AND 1 1 1 } 1 4"O-C.FOR SPANS IARM THAN L I I 1/4- 1 1 I I 6'-0"UP TO 8'-0"MAX APPLY I LM E A ANT AT EYERY FASTENER HEAD MAX. TV.)(SEE NOTE 1t ON SIM 11 1 1 1 1 FOR(IMITATIONS3/8"ps 10x3/4' HEX E• * ,OR 'rJTEK SCREWASHER HEAD WSEAIAN7I0 12' O.C.#14x3/4" HEX HEAD } �TEK SCREWS ® 9"O.C. } - --- $14X3/4"S.D.S-OR 1/4'9-20 S.S. M.S. 1 CONCRETE ANCHORS9' 0. C. __ i W/ NUT ® 9.O.C. } (SEE SCHEDULE ON n 1 1 - I SHEET 14) a ; - 1 E ----- .P 4______i 17 0R H 1/2' 2.0E � Ili /1 i EDGE OF #14x3/4" F.H. S.D.S. e• MIN:•:' s? POURED COO �t 1 7/8" 1 7/8' APPLICABLE CONCRETE ANCHORS SEE NOTE 13(b) EEgNOTE 13(b) _ REQUIRED •D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 +.• ,-;.• .5' '1 .D. OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 - - REQUIRED OR CONCRETE BLOCK oPnoNAL POURED REQUIRED ®KEYS TON06MOUNTIRNG64 CONCRETE MAXIMUM1NSTAL HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION REQUIRED MAXIMUM SHUTTER SPM 8'-0� V, BY RAINGUARD INSTALLATION t »: 1"THIS INSTALLATION SHALL BE NOTE FOR COMBINATION OF SECTIONS: * E. D. - EDGE DISTANCE REMOVABLE WHEN PERFORMED SEE SPECIFICATIONS O ) ADJACENT TO AN OPERABLE EXIT SEE UM ATIONS OF USE FOR 1- SEE SHEET 4 FOR TYPICAL SHUTTER ( SNN SHEET 13 ASSEMBLY OR ENTRANCE BLADE to ON SHEET 19 INSTAL LAT I O N DETAILS W/ O H V M ANY MOUNTING SECTIONS SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity A::(��-��1'. ©2015 EASTERN METAL �. •• s T:�9 BERTHA ,� . �,CENF A.S.S.A. /lELIEC07\ Accordion Shu KV �#1 W/ OR W/o RV *; ��, /��(�;k American Shutter Systems E„_N DESCRIPTION DATE -O'• S TATE OF TITESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/1 6355 N.W.36M St,Ste,30.5,VIRGINIA GARDENS.FLORIDA 3316 i ••, Phone : (305)871-1530. Fax: (305)871-1531 4268 Westroads Drive 2 R \ ��� e-mail:tilteco®aol.com West Palril BeOch, FL 33407 3 �.,�ES' •.......•�G`.�` ES-0006719 WALTER A.TILLR Jr. P-E 4 P.E. SF�lt'f SIuHNA�URE/DATE FLORIDA�" ® 167 6 SEE END WACO CION MAILS ON SHEETS 10 A 113 SEE NOTES ON LOCKING RODS3® , W LOCKS Q ar o u T 9O' I N T EXISnNG GLASS INSTALLATIONS W/ 1 HV AND ALTERNATE HV LOCK®ON sHEEr 5. BLADE W HV CENTERMATES BLADE SLACK DETAppu oN ISH 9L FOR CENTERMATES APPLICATION WfIH BLADE I Q-OCR©«O7 aR®aR 1p +©aR OR 23 SEE. _END WALL EXISTING GLASS DETAILS ON SHEE 00 © 00 O 6 + 7 + 1 ors6 + 7 + 18oR 3 1/4• 7^ 6 1/2" 7" Q+®°RQ+®-®+®+ B�aR ------------------ ————————————————————— 1 I O © 0 0 0 0 ---- OR 2'x2•xt/8•x0'-2 8 9+ 3 oR 19+ 5 (6063-46 ALLOY)ALUM. i OPPOSING ANGLE W/(2) 1/4.0 TAPCON 1/2" OR ©«® SYMMETRYCAL ANCHORS TO CONCRETE I CENTERMATES (TOP/eOTTOM) & I gtox3/4•S.M.S. ® 12' ,.�c CENTERMATES I (4)#10x1/2'S.M.S.TO TUBE I O.C. FULL LENGHT. W/ HV LOCK a4 or q5) W/ HV LOCK d or AT EACH ANGLE(TTP) 3 * 3 I N 590' 1 o pars®aR©+OAR® 10 +Dan 0 °" � HVB oUT HVC HVA QoR®ors©+O7 aR®oR1Q +©oR EXISTING GLASS co PO ©+O + +c7 I 1'p«@Sa.I �©°R©«©aR — RE EXISTING 5 t®a.�+ I SYMMETRICAL * N s + D+ aR 6 + 7 + g an — ——— . SEPARATION GLAss 8 .@,,(@+@a.@-@ J�EXI SSG CENTERMATES* 6 I N © � © � O @ MINTO GLASS LE rJ � + 8 oR 1 + S oR 8 + ars (SEE SCHEDULE —r— — OR®+® * rn W/ HV LOCK Izo1 (01tp, RITIOOR) ®+®oRO+©aR 19«@ ON SHEET 11) MIN. SEPARATION ® oa TO GLASS I N OPRONAL OR @+0 —�- (SEE SCHEDULE ON SHEET 11) (INTERIOR) ------_—_-- --_—_-- -----_—_-- / - _ - OUT GOA 1 1 ANCH -------—- ---—t- * 1 I 1 VARIES aw Le vo 3 90 ® ® OUT � ow 6 1/2" MAX. SLACK OUT * 5 (E)(TERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity w%II1II III7111"J jpf ©2015 EASTERN METAL 5 CEN , BERTHA A.S.S.A. L E C rNc. Accordion Shut _ H.v E31.ADE#,I w/OR w/o H.v American Shutter Systems REV.Nc DESCRIPTION DATE SIC: TILLIT TESTING & ENGINEERING COMPANY -O• STATE OF _."7c035s N.W.36th.St.,Sta 3a5,VIRGINIA GARDENS.FLORIDA 3316 Association, Inc. t OLD 11-192 4/13/15 Phone (305)871-1530 . Fax: (305)871-1531 4268 Westroads Drive 2 FzDRIpP .� � e-mail: UftecoVaol.com West Palm Beach, FL 33407 3 �i (C••'•...... •.••G\``�` EB-0008719 4 "ss/0 ���```� WALTER ORRIIDAaL c.#44167 s P.E. `tbfE/DATE 6 ALTERNATE INSTALLATION W V "T" LOCK HV MALE/FEMALE 'IT" LOCKS CENTERMATES 8 24 & LOCKERS W/ n HV BLADE SEE END CONNECTION DETADS GN SHEM,_10 & 18 INSTALLATION n HV BLADE ONO CLASS UT IN ��� BLADE 0SLACK DETAIL HVF,INOITATED ON SHEET B, W/ HD CENTERMATES 3`1 ® O O O ® AS WELL AS UNIVERSAL ID T..OATINC BLADE®DETAIL H0 , a oa 6 • 7 oa 8 oA 10♦ m INOICgION THIS SHEET.MAY BE USED WITH THIS ALTERNATE INSTALLATION DETAIL swowN IN 714LS SHEET. SEEND WALL 1 D• a. w DETAILS ON SHI I 0•0.©�©.07 .®� (606.140 ALL ALUM. I wp+ 35* 35 ANOLE W/t2)i/4'�TMCON 8/e' AN RS TO CONCRETE (oPTTONAL) 4 (OPTIONAL) L---------------------------------- (4)NIOX,/r"� E i o104le sN.S.012• IN ------- (a)H�. -- ---- -------�N--- --- — A7 EACH A11GLE(EYP) O.C.FULL IkNGHF. � (4) H.V. 3 3U HV "T" PINS(TYP.) 5 J 7 3/4• PINS(TYP.) 5 s 5 3 LOCK (INSIDE) 1 Zk ® g 1 28 2s 1 1 1 � 1 1/4' S/H. 5 3 OUT 31 OR 3 * 3 31 oR 32 31 oR 3 35 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35 (0' ONALi) * SEE NOTE 6 FOR HV LOCK@, * W/ 7/8"0 x 3/32" WINGNUT. (GPDoNAL)HDB—HVB OUT •T•LOCK,ON SHEET S. SYMMETRICAL HD CENTERMATES SYMtu1ETRICAL D CE SY ®0 HV "T' LOCK (OUTSIDE) W/ (B* LOCK (EXTERIOR / LOCK-(LN t SERIES 9444 ALUMINUM HVG.* (2024-73 ALLOY)LARGE FLANGE THIN a�®w©•O] �® 10•®a SHEET NIMERT,PART 10820. 1Q•®�©•�©•®� AS MANUFACTURED BY AVDD.CHERRY TDOORN,PARSIPPE N11%NEW JERSEY © O O7 07054 OR EQUAL 6 O+ 7O• m 6 • ♦ a: •®OR©'®tll®•®Qt 3 \ (D *SEE NOTES ON LOCKING RODS Q R HO®LOCK UMMSAL FLOATING MCE0 DETAIL HDD-M'0 IS VALID FOR ALL CUM MATES APPUCATWNS WIN E 24 w HDD—HVD** FLOATING STACK u FLORIDA BUILDING CODE(Non High Velocity \♦.♦��R A. Tit�� ijO 2015 EASTERN METAL BERTHA A.S.S.A1 1 L E C O �H�. Accordion Shut _ Liv. tal..aDE#1 w/OR w/o Itv ' American Shutter Systems EV.N OESCRIPnDN DATE TILLIT TESTING & ENGINEERING COMPANY TATE OF Association. Inc. , OLD 11-ts2 a/13/(: •,• .� 8355 N.W.36th.SL,Ste.SOS,VIRGINIA GARDENS,RDR1G4 3316 Phone :(305)871-1530 .Fax : (305)871-1531 4268 Westroads Drive 2 �''��F• C?�♦♦\\�``` EB-0006719 West Palm Beach, FL 33407 3 WALTER A.TILLIT Jr. P.E. 4 P.E. MATURE/DATE 6 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALLREQUIRED EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR �EXISLING GLASS ,T-—� 2" MIN ® 16" O.C. r T r MIN. SEPARATION r — 1' TO GLASS(SEE E° MIN.SEPARATION I I MIN.SEPARATION SCHEDULE ON SHEET TD GLASS(SEE EQ TO GLASS(SEE 11 FOR BLADE OAND SCHEDULE ON SHEET 1/1 6"x3" MAX. ON SHEET 19 FOR 1SCHEDULE BLADE SHEET t I I FOR BLADE OAND (6063-T6) CONT. BLADES 0&® ON SHEET.19 FOR ON SF{EET 19 FOR ALUM. CLOSER 1/2- / (LOCATE ID ' BLADE50&® PLATE. (LOCATE 1/2 i ` BLADES O&® 7 EITHER SIDE f OF SQ) AT EITHER SIDE MIN. 1/2 ® i6" O.0' MIN. OF®) -____ I d.USE 1" OR 2' MAX. #10x1/2' S.M.S. #10x1/2" S.M.S. I _—_— (AS APPUCABI.E)x2"xt/8"x0'-2"LE . ---- ® i6" O.C. ALUMINUM CUP ANG ` / 4 ` (6063-T6 ALLOY) AT MIDHEIGHT 4 (1) #10x1/2" S.M.S. TO®& (2)1/4"0 TAPCONS ANCHORS TO 5 SEE DETAIL X FO �(W WALL AT i" O.C. (LOCATE AT • SIDE CONNECTION EITHER SIDE OF®) ) OR 1 OR ® SEE DETAIL X FOR OR • TO TRACKS SIDE CONNECTION ®' a 6« ox$m p+ az SEE DETAIL X FO Q aw a 6 a�8 X10+ a TO TRACKS0.0.06. 7 © ®�O sO�_O ® SIDE CONNECTION ® ® Q O ® a 8 . 0+®°" 10*®°"®.�x©•®°' TO TRACKS 10• ua END CONNECTION DETAIL10 END CONNECTION DETAIL® END CONNECTION DETAIL 03 END CONNECTIO POURED CONCRETE OR •U REQUIRED ONLY FOR SPANS CONCRETE BLOCK WALLEGX�G 4 4 �IXISTING GLASS REQUIRED _T MM.SEPARATION #1 1/2" S.M. !! !lifer_-----____-- SCHEDULE NTO GLASS(SHEET SEE ® 16' .C. MIN.SEPARATION DSEE ORC8 li FOR BLADEOAND CONCRETE 1/2" MIN. SCHEDULEHE GLASS(ON --`---- - -- ON SH B7 19 FOR ANCHOR ® - 11FLADE - Q OR ------ ------ 5ANCH eLnoEs 0&QAC 12• D.C. Q 1 5 B�O&FOR _ 1/Z' MIN. I.C. 4 ----------- _1/2- MIN. _ EQ 6 OR®OR(9OR 2" SEE OF BLADE @ ONNSHEETU79 FOR (91R 13 OR�OR(3OR' VIEW Y 5 (COR ®' PLAN Z POURED CONCRETE OR .. OR DETAIL X © � O O O O ® ®�®�©`Oa® 1D•®� END INSTALLATION CONCRETE BLOCK WALL °` °" 6« 7 m 8 X10+ � 10•®a'©•�®«©� REQUIRED +®°� ©•O+®�©`O`®� n HV BLADE OR i HV WINDOW BLA END CONNECTION DETAIL 5 p.®�p.®��.�ap+® ®•®�®+®�®.® � CONCRETE OR CONCRETE BLOCK V O END CONNECTION DETAIL© �x®+® FLORIDA BUILDING CODE(Non High Velocity A. T/k q ©2015 EASTERN METAL T �CENS •':�9BERTHA �s AL����A■ Accordion Shu 1 L C O w c. KV BLADE#1 Wf CR W/O KV ��l AC= American Shutter Systems �,.N DESCRIPTION DATE TILLIT TESTING & ENGINEERING COMPANY STATE OF :'¢` 635$N.W.36th.St.,St".305,VIRGINIA GARDENS.FLGRM 3016 Association, Inc. I OLD 11-192 4/13/1 ' if`'•., GRID ` Phone : (305)871-1530 . Fox: (305)871-1531 4268 Westroads Drive 2 e—mail: Ultecoeaol.rom West Palm Beach, FL 33407 3 0,( A,.L � WALTER A TIGLLII1Jr. P.E. 4 {L P.E. aI � fURE/DATE FLORIDA Lia. #44167 5 6 SCHEDULE #1 SCHEDULE2 SCHEDULE3 MAXIMUM SHUTTER SPAN"' "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" AXIMUM SHUTTER SPAN*„L+" * NOTES (ft.). FOR INSTALLATIONS W/ Ate, OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION ND CENTERMA7 $, ® & ® or or INSTALLATIONS W/ O W/ ONE H.V. LOCK ® or ® or or & W CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN _HD LOCK W/ NO LOCKING RODS or ONE EN LOCK or or &)W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE I ORW/ NO LOCKING WALL A, B, C, D, E, M, N, 0, P. 0, A.S.D.MAX.ALLOWABLE SPAN FOR A CENTERMATES ® & ® W/ ONE HV "T" W/ NO LOCKING RO® ®® ASDESIGN PRESSURE RATING. LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,tt) ODS MOUNTING F, K & L R. S, & V. BOTTOM SEE NOTES 11' (VALID FOR MOUNTING 11 (2) PROCEDURE 70 DETERMINE MAX -- n/� SHEET 7) FLOOR/CEILING G. H. I, 11, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OF CONCRETE&WOOD INSTALLATIONS V CONCRETE&WOOD A CONCRETE MOUNTING & M MAXIMUM NAMUM MAMUM A s D. Aso.DES] -INSTALLATIONS DESIGN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PR PARE WALL MOUNTING FLOOR/COLING PRESSURE WALL MOUNTING PRESSURE RATING RATING & RATING FLOOR/COUNG MOUNTING GIVEN A N MAXIMUM SPAN SIG FR MOUNTING GIVEN A NEGATIVE A.S.D. DESIGN PF (P•6-0 ( 111') FLOOR/CSUNG MOUNTING fP•"tJ OR (+OR-) (+oR-) (+oR-) FLOOR' ALL MOUNTING x DETERMINE MAXIMUM SPAN 'L-" Fl2i L+ (ft) L-(ft) {.+ (9) L-(ft) L+ (ft) L-(ft) L+ (ft) L-(NJ V MAXIMUM SHUTTER SPAN "L+" OR "L-" FOR 30 OR LESSI 16'-0" 16'-0" 16'-0" 16'-0' 30 16'-0' 16'-0" 30 16'-0" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS 35 14'-10' 14'-10" 15'-2" 16'-0" 35 14'-10" 14'-10" 35 15'-2" i6'-10" 105 Pd. AS.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEI 40 13'-1.0" 13'-10" 14'-2" 15'-2" 40 13'-10" 13'-10" 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAX 45 13'-1" 13'-i" 13'-.4" 14'-3' 45 13'-1" 13-1" 45 13'-4" 14'-3" 1 HV CORNER CENTERMATE #3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL M( 50 12'-5" 12'-5" 12'-B" 13'-7' 50 12'-5" 12'-5" 50 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 11'-10" 11'-10" 12'-1" 12'-11" 55 11'-10" 11'-10" 55 11'-1" 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE AS.D. DESIGI 60 11'-4" 11'-4" 11'-7' 12'-4" 60 11'-4' 11'-4" 60 10'-2" 10-11" NOTE #5, SHEET 5. RATING 65 10'-10° 10'-10" 11'-I" 11'-11" 65 10'-10" 10'-70" 65 9'-5" 10'-1" DETERMINE:. 70 10'-6" 10'-6" 10'-9" 11'-5' 70 10'-6' 10'-6" 70 8'-9' 9-4' L1+= MAX. SPAN FOR WALL MOUNT] L2+= MAX. SPAN FOR FLOOR/CEILID 75 10'-1" 10'-1" 10'-4" 11'-1' 75 10-1' 10'-1' 75 i 'EXCEPT THAT MAXIMUM SHUTTER SPAN "L+' OR INSTALLATIONS. 80 9'-t0" 9'-10' 10'-0" 10'-9" 80 9'-10' 9'-10" "L-"AND MAXIMUM AS.D. DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE AS.D. DESIG 85 9'-6' 9'-6" W-9' 10'-5" 85 9'-6' 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" W-3" 9-5" 10'-1' 90 9'-3" 9'-3" SHALL BE UMITED AS FOLLOWS: DETERMINE: 95 9'-0" 8'-9" 9'-2" 9'-10' 95 9'-0" B'-9' i- CONNECTIONS TO KEYSTONE MOUNTING Li— MAX. SPAN FOR WALL MOUNT] LIMITED TO +64,-72 p•s.f. AND 8'-0" SPAN, SEE L2-- MAX. SPAN FOR FLOOR/CEIUI• 100 8'-9" 8'-4" 9'-0' 9'-7" 100 8'-9" 8'-4' MOUNTING MQ ON SHEET 7. INSTALLATIONS. 105 8'-7" 7'-11" 8'-9" 9'-4" 105 E3'-7" 7'-11' 110 e'-4" 7'-7" 8'-7 9'-2" 110 8'-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS 115 a'-2" 7'-3" 8'-4" W-11" 115 a'—z" 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'Ll+", 'L2+", "L1 120 8'-o" 6'-11" 8'-2" W-9" 720 8'-0" 6'-11' -11 125 7'-10" 6'-8" 8'-0" e'-5" 125 7'-10" 6'-8" (4) GO TO ANCHOR SCHEDULE WITH ALLOWABLE SPAN AND NEGATIVE AS 130 7'-8" 6'-5' 7'-10" W-1' 130 7'-8" 6'-5' MINIMUM PRESSURE RATING TO DETERMINE W 135 7'-7" 6'-2" 7'-9" 7'-9" 135 7'-7" 6'-2" WIND ZONE SPACING. 140 7'-5" 5'-11" 7'-7" 7'-6". 140 7'-5" 5'-11' ASTM E-1996 SEPARATION 145 7'-3' 5'-9" 7'-5" 7'-3" 145 7'-3" 5'-9" TO GLASS 150 7'-2" 5'-.7' 7'-4" 7'-0' 150 7'-2' 5'-7- 155 7'-0" 5'-5' 7'-2" 6'-9" 155 7'-0' 5'-5" �a 1 THRU 3 160 6'-11' 5'-2" 7'-1' 6'-7" 160 6'-11" 5'-2" 165 6'-10' 5'-1" 7'-0" 6'-4" 165 V-10" 5'-1" 170 6'-9" 4'-11" 6'-11" 6'-2" 170 6'-9" 4-11" 175 6'-7" 4'-9' 6'-9" 6'-o' 175 6'-7" 4'-9" 180 6'-8" 4'-8' 6'-8' 5'-10' 180 6'-6" -6" O H V B LA D E 185 6 V '-5" 4'-6' 6'-7' S'-a' 185 s'-5' 4'-6" 190 W-4" 4'-5" 6'-6" 5'-6" 190 6'-4' 4'-5" 195 6'-3' 4'-3" 6'-5." 5'-5' 195 6'-3" V-3" 200 6'-2' V-2" 6'-4" 5'-3" 200 6'-2" V-2" 205 W-14 4'-1' 6'-3' 5'-1' 205 6'-1' 4'-1" FLORIDA BUILDING CODE(Non High Veloci{ @ 2015 EASTERN META N. TILBERTHJ IL EC O INC. A.S.S.A■ Accordion Shy H.v MAX #1 W/OR W/o H TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems Ey, N DESCRIPTION DA * 6355 N.W.36th_n,5U.305,VIRGINIA GARDENS.FLORIDA J316 STAIAssociation. Inc. 1 OLD 11-192 4/13 Z t UP Phone : (305)871-1530. Fax: (305)671-1531 4268 Westroods Drive 2 e-mail:Ulteco®ool.com West Palm Beach, FL 33407 3 O,i:••.FLORID' � ER-0006719 c 4 L� R WALTER A ILUT Jr. P.F-••G FLORIDA Uc.#44167 5 �'!Fi11♦`�hG AE/DATE 6 1 ► \ \ :111f 'i i i;i1 :\► •:i 'i ► \ i.• ail\ Ii` 6i �\ ial !i •\ .CaI NNI}. .a I�,f• �f a • • III - . ��� �"! 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SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUB A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK IILSTALATKINS (SEE MOUNTINGS 1,c,&H ON SHEETS 6 k 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCREWOONCRE1E BLDCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE (Min.1'c - 3 ksi) 1U70MUU @WALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. SPAN ANCHORS SPACING T FGEND - 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. (R) kSD.DESIGN NE6ITNE PRESSURE RATING M k=DESIGN NEGUME RATING W kS.M DESIGN IMMINE PIifSSUX RATING M - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC.(Min. fc- 2 1 TAPCON OR 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 TAPCON WITH ADVANCED - 1/4'0 TAPRERt ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW, E 14 12 to s a e s 5 5 74 72 10 9 a 'a s s 14 t2 10 a a 8 s 6 THREADFORM TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSR 3'-0� 14 12 10 9 B 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 6 8 6 6 (Min. 1'c = 3 ksi) ALL POINTS SOUO-SET OR 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 a 8 B 5 BLUE TAP'W CAP NOTES. 14 12 10 9. 8 8 6 7 14 12 10 9 8 8 6 8 14 12 10 9 s e 6 6 / A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY i 14 12 to a B 7 55 35 14 12 10. 9 8 a 6 5 14 12 10 9 a a 6 5 TAPPER+ ANCHORS IS 1 3/4', AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4,-0' 14 12 10 9 8 6 6 6 14 12 10 9 8 a 6 6 14 12 10 9 a 8 6 5.5 14 t2 10 s e 6 6 4 14 12 10 9 8 B s 4.5 14 12 10 9 8 6 .4 3.5 A2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE'7/8' INTO THE POURED CONC 14 12 10 9 8 8 6 45 14 12 109 8 8 6 5.5 14 12 10 9 8 8 6 45 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOUI 14 12 10 9 7.5 /4 72 70 s 8 8 8 5 14 t2 70 9 B. 7 5S 4 •sEE u�AlIONS OF USE FOR 1' MINIMUM FOR WADS WITH NO STUCCO. 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5S 14 12 10 9 8 8 6 4.5 BLADE A ON S71EEr i9 5'-0" 14 12 LIO 1 9. 8 7 4 - 14 12 tO 9 8 6.5. 5 3.5 14 12 10 8 6.5 5 35 3 A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENTER BE FOUND ON THE DUSTING 14 12 110 1 9 8 7.514.5 - 14 12 10 9 8 8 6 4.5 14 12 70 9 8'1 6 4.5 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHAT 14 12 9.5 7.5 65 4.5 - - 14 12 10 9 8 7.5 5.5 4 14 12 t0 9 8 6 4.5 35 NOTES A.1) &A2) ABOVE. FOR INSTALLATIONS ON'MNYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT 6'-0" 14 12 110 1 9 8 8 1 6 - 14 12 110 1 9 1 8 8 6 5 14 12 10 9 a 16.5 15 35 INSTALLATION INTO OFS WITH METAL STUDS SEE SHEET 20. 14 12 10 1 9 7.5 5.5 3 - 14 12 10 1&51 7 15.5 4 3 14 12 8 6.5 55 4 3 - 14 12 10 9 9 6 - - 14 12 10 1 9 1 8 IS.5 5 3.75 14 12 10 85 9 5 4 1 - (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 1412 a 6S 5.5 3 - 14 12 10 9 8 6.5 45 3.5 14 12 10 B 7 5 3S 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. 14 12 to a a s - - 14 12 10 9 8 7 5 4 to 12 'to 9 7S 5S 4 3 14 12 10 8 65 4 - - f4 12 97.@ 6 45 3.5 - 74 105 7 5.5 4.5 3.5 - - - 1 "0 BLUE TAP CONCRETE ANCHORS- 1/4'0 x•3/4'ALL POINTS SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. 7'-0' 4 W CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, IND- 14 / 1 4 0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW, B 14 71 7 5.5 4.5 - - - 74 12 10 9 7.5 5S 4 - 14 12 9 7 6 4S 3 - 4S - - - 14 12 10 5S 7 4 - - 14 12 10 9 7.5 5S 4 - 1'4 12 9 7 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTE 6 8'. 14 12 10 9 8 6.51 14 12 10 9 1 8 6 4 - 14 12 110 8 6.5 5 3.5 - NOTES: 1412 8:6 7 5.5 3 - - 14 12 8 6.515.5 4 3 - 2S 95 8 5 4 3 - - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS T_ 4 12 9.5 7.5 8 - 1 - 14 12 9.5 a 16.5 5 - - 14 12 1 8 6 6.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1 . 13 19.5 BS 5 3S - - 14 12 10 8 6.5 51- - 14 12 8 6.5 5 4 - 9'-0` 14 12 10 9 8 - - - 14 12 10 9 75 4S 14 12 8.5 7 55 4 - - 9.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE 14 11,5 7S 6 4 - - - t4 Y1 7 55' 5' 3.5 11 8 5S 4S 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG M IT4­5-2 8 BS 4.5. - - - 14 12 8.5 7 5.5 4 14 10.5 7 5.5 6 4.5 - - EXIST,AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 11.5 8S 55 4 - - - - 14 12 9 7 6. 4S 14 11 7 5.5 45 3.5 - - 10'-O' 14 12 10 9 74 - - - 14 12 10 8' 6.5 5 14 12 8 6 5 4 - - B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING 14 10.5 7 5 35 - - 13 9.5 65 5 4 3 10 75 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHDRAGE SHAL 14 11 7.5 5.5 - - 14 11.5 9. 6 5 4 2S 9.5 8 5 4 4 NOTES B.1) & B.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR DES WITH OR WI HOt,i METAL S U CONSULT 0.5 8 5 - - - - 14 12 8 6.5 5S 4 13 10 6.5 5 4 3 - FOR INSTALLATION INTO E3FS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - - 14 12 9 7 6 45 - - 14 10.5 7 55 45 3.5 - - 25 9.5 5 - - - 12 9 6 4.5 4 3 9 7 4.6 3.5 3 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOWS MA 74 10 .5 - - - - 14 115 7.5 8 5 - - - 2 5 - - - - - - - 14 105 7 5.5 4S - - - 1.5 8S SS 4,5 75 - 9S 7 4. - - (D) SEE SCHEDULE BE LOV FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. - 1 9 6 4. 4 12'-0' 14 12 to - - - - - 14 12 1 8 6.5.5.5 - - - 13 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS- 115 9.5 4.5 - - - - 11 8 15.5 4 13.5 - - - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E D.LESS THAN THE INDICATED,REDU( 3.S 9.5 6 - - 13 9S 6.5 5 4 - - OS 8 5 4 - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 BS - - - - 14 10.5 7 5S 4.5 - - - 11 8.5 5.5 4.5 3.5 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13'-0' 14 12 - - - - - - 14 11.5 75 6 5 - - - 12 9 6 .5 4 - - - FACTOR OS a - - - - - - 10 75 5 4 3 - - - 7.5 55 4 3 - - - - ACTUAL TAPCON WITH ADVANCED 1 25 6.5 - - - - - - t2 9 6 4s 4 - - - 9.5 7 5 4 - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W CAP 8 6 - - - - - - 13 9.s 65 5 - - - - D.5 7.5 5 4 - - - 'I HV BLADE O DICTANCE THREADFORM TECHNOLOGY M 14•-0" 14 12 - - - - - - 14 105 7 5.5 - - - - 11 8.5 5S 4.5--- - - - E.D. MIN. SPACING = 3' MIN. SPACING - 3' MIN. SPACING - 3 1/2" MIN. SPACING = 3" 3 3/4 10 75 - - - - - - 9 7 4.5 3.5 - - - - 7 5 3.5 3 - - - HV BLAD W POURED CONCRETE& POURED wNaElE o EUDCK POURED CONCRETE& POURED CONCRETE&pOL�D ODM 1.5 8 - - - - - - 11 8 5.514.51 - - - - s eS 45 - - - - - HV wlNDow CONLEN,EE B3' CK WL Fes.=3 1/Y MR E0.•2 1/2" CON RE E3 LOCK CONCRE112- MIN. TE-37 1rGN E0.=3 7.5 - - - - - - - 112 1 9 8 1 - I- t- - - 9,5 7 45 - - - - 3` 1.0 0.90 1.0 0.78 1.0 084 14 - - - - - - - 3.5 10 6.5 - - - - - o.s e s - - - - - BLADE WORKING 15'-0' 6.5 5 3 - - - - - 2 1/2' 0.81 1.0 - - 0.67 10 - - - - 0.5 a 5 - - - - 85 6 4 - - - - - IN UNISON 2` - 0.71 - - - 0.51 7 - - - - - - - 1.5 8.5 5.5 - - - - - 9 6S 4.5 - - -WN t4 - - - - - - - z.5 9.5 8 - - - - - to 75 5 _ _ _ 1 3/4" - 0:91 - - _ 0,43 16'-0" 8 _ _ _ _ _ _ 8 6 4 - - - - - 6 4S 3 - - - 1 1 2' 0.35 - - 0359.5 7FLORIDA BUILDING CODE(Non High Velocity �GnN.TI / �, ©2015 F1(STERN METAL `` BERTHA A.S T. . S.AAccordion Shut FILIEC0 ,11111c. H.V. BLADE ff, W1 OR W/O KY. American Shutter Systems IEV.Nc DESCRIPTION DATE rA CC C Q: TILLIT TESTING do ENGINEERING COMPANY STA�C Or -` 6355 N.W.36th.SC,Me.307,VIRGINN WIDENS.RDRIOA 3316 Association, Inc. 1 OLD 11-192 4/13/1. yi OF •• OR •��\```� Phone (305)971-1530 . Fax: (305)871-1531 2sDrive w\ e-malEB-: m WestPalm Beach, FL33407 3 : 0067 aol.co QNA��`\\\\ WALTER A TILUT1Jr. P.E. 4 P.E. S�E'At�'TVATURE/DATE FLORIDA Lc. a 44167 5 6 i .\ .�i' c / ■ + +i / ► .■ 1111 i 4\ • ►�. ► Mef;310311111W JVARZ.:1\ :.\• ••.:a.�"+\• \ + %It► iC +`,,..i\ :ii +: •\ :�{i • . :i+� a / ' 1 / F• Y/ Hal h/;r,/t i111 •• /F � �+r L![rl!JI\ �� 1 , .�S[lrlt i`L� :.\ ■•C : \ a\ ..R MOUNTINGIi. .iii' Il.t TAPCON OR 1 raaf s ram„ ra.+r isz+.< z n e •mv rss.r x ...ate. WITH ADVANCED 1 IMPM'�''GSr10�' .I�i m�' ®'�� ' tIM:/��m��'�' G1,lm�• ®i�I{fi/ 1�1 -•CON A• r- TECHNOLOGY �L!®iL7QrMDO[C��I�®®�d�QQO©QQd�OQ©Q©©QOALL POINTS SOLID—SET /• � ®m�00d00®®�®SOD®00�4000�©©©©©©©© ©Q000000®®QQQ' ®�0©QQQQQQ®©©d©©©©Q Q®Q�DOQQO®®®QQQ©QQQQQQ©ASM©© ©Q©©© ®LFMIQMQOOOM�®®®EO[�OL�O QQQQQ©E�©OQQ©©Q©MMtSEE ANCHOR ®��3Q�QOL7[3[�®®�Qia®DAQQQQ®�EL�iO©©0®©tom®�iSPECIFICATIONS , ®��00000®®i��Od�®Q©QRi7QQQQ©©Ot©©©©© • 0 VAUD ONLY FOR UP TO +70. —75 RC[kMQM�M�00M�®®t�O�MMtQO M�M�M7QQ®CMiCM©MDQ©©©OQ ®i'OmQOtlO[M!®®td�• l3f�ifa©©QQQ0�0©©�!©®©SCM ��i�QOQL•MNO®®Q7[C�©SCM QQQm®©IMrO©©�!©©©©CM ®IkM�QiC000®®idG�Q©iM!©ODDQQ®Q[M<©[�©©©©©© ` ®��0'OM�QQ®i1JE331©®®CMOQQQQL�3®AO©QQ©©©®® ®[Y�QMQ0000®i©m©®DOCi Q©®47©©CCO ©E�©OQOCM ®mQf00AA�.7®®[iQ�©QOQOQ®Q�QC�O�©��i®�C�C� PSF A.S.D DESIGN ®tM�EMl000�®®moi®D®FSO©©QQ©©©© 0 Q©QQRATING & FOR SPANS iLM® SCHE• iil�BMQl00[M1CM®ISM D©�OCMQQQFd�O�C'Cl�©©©©©L�iMM1CM �m�¢Moolvvly®ate®v©©�MCM QQt�®oCMCMCM©®©via©CMo ®m�nMlvoCM�M®�mm®oolo QQQQQ©v©©Qr©©©©Q© ` ®®mivvvvl�a�oQomvoll�aQ000®®A!v©©©©®©©� ®mQMOQvv�la®QMc�©moCMlot QQ©ra©CMCMv oM©M�©©oMv iO�Q�QOQOO®�Q®L9®CMO QQ®®®LOCM Q©©GdM®DOO ®��QQQOO®iliL•'�it•!©®C/CM©QQQ©Q®0©©©©©©©� ` ` I�f Q�DODAL7�QL&�®©OOCSi7QQ®�CM00©©©©�®C7 ®I�MQM[MIt�M>tOCM tYMlEMItpMt©©CMdCM©1p7©L7©CMOCM©©E!®©MM1Ci0 IMES ORAMS=O®�©®mMIv0©©©©©©© ©© ©01D®0 ®M��QODCMCM Om0®®vOO DDD©©CMCMCM©©Q©©©CMCi cocvmoovol�a®voc�o�ai�M©�aQ©moioly©©�©s�oc�r�!! � � � � m®D�DOCMOii'g3[�Fl�QM®o CHCS ci7i7�®MMICMIOCM®®®©©CMCMC,M S 131 ®El�['.�©©©OCM©QQQQOEMlO©©QO®©LlF3© I®M�LYMIQMQDOL70 AMCM�©�CMCMCM QQE�3i�®CMC#O©©OLS©E=CMCM BMMMNI>MCMCMOl�7®Q© v00017IC©CMCMdCMQ©E!©iIOCMO ®®Qa[MIOdCMCM X000®OOCM Qt3Fi®®OCMCMMS O®�®®M70CM ®EE3�ODCiriCM�G�R'Ml�©©CMCMQQIr�Q©L�iCMCMQ© ©©©�� ' ul�#�DOCMCMO©F�®©CMAOCMi7©©©©CMOCM©QQ©©CMCMCM ®i©Q=00vOC•D©®�r3CMCMIMtO QQ©4�3CMOCMCM©©©®�©CMO �OQ�M>rOCMOCMQ7®©©®OCMCMEiMM1MJM�CMC• D©QD©CiCs00 ®®mlvoCMCMCs�cM®©®oCMo©QQQQ© o©©©vv©©Q ' EiiiY�QM000CMOI7�©©CMOCMOCMQMai©®�v00©©©MM<CMCMCMCM ®®QMOOOCM�i t��iM<CMi�CM00 QQD©CMCMCMCM©©ElOOCMCMv ®iLM13�vOCMCMCM O©®Ed3©CMCMCM QE3®OVOO4®©�©C■CM00 133113 ,�ClCMOCMCM ®©©©CMiiCMQQQQQ®CMO©©©©©©Mi© ' �®QMI�CMOCMCMCi�©CMOCMOCMQQL�3©CMCMCMCM©©K�3®OCMCMCM ®®I[MOCMCs�iCM IM1MiiMICMOCMCMv©Q©OCMOCMO©QD©CMCMOCM ®i�QMCMVOCMCM[?3�0®CMCMOii QE'',�7®OCMOC/0©©mCiCiCMCMCM iLliEMB�O�QCMCM F�MiLLM®©CMOCM QQ QQOQCMCM©QQ©MMli�®CM ` HAMM= DOD 0La®OCMCMOCi Q�DIMiCMO�O©©�DOCMCMCM fIl�mOCMCMCMOF7�E��Cr•C1rCMiiCMQ C'31'MCMO >oE-�©I�R:aCSQC/0 1' !' i ! !1 lounr..l..�����/a nor- .�c�. , , , , TILLIT TESTING & ENGINEERING Chuffer Systems Association, Inc. OMPANY r 1 r lS)871-1531 4268 Westrauds Drivea e-nmL Sbocoftofxorn West Palm Beach, FL 334-07 tWALTO /•/ MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING ('L) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RAnNra AND A CORRESPONDING MOUNTING TR (SEE MOUNTINGS ON SHEETS 16 & 17). �E3 U B -==3;TF=R ATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE-PINE FIR NORTH SPRUCE PINE FIR SOUTH SO PINE No. SPRUCE PINE SPRUCE P 1/2" MIN. CDX DOUGLA5NFIR W% FIR NORTH FIR SOUL DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN. 6-=-0.50 W/ MIN. 9=0.43 W MIN. G= SPAN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOL W & X W & X W & X P &' Q S & V S &V S& V u9DI WAN RWK FAN W LU u591 MK KN(4Iw0wMKMzKR=M LSLOW M o[sal IErMAMx RanL1E Rw(ad►P&D69m1 W.M t1FSSIIF MM 1E9D1 K50NE now RaND M IF9DI 11IM PIEt511 30 40 60175 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 6075 90 105 1,30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 105 30 40 60 75 90 OS 30 40 6075 90 05 30 40 60 75 -0'OR LESS 2 10 1019 18 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0' 12 10 1019 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 414 j 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'=0' 12 10 1019 8 8 6 6 6 6 6 5.5 12 19 10 9 8 8 6 6 6 6 6 5 12. 10 11019 8 7 6 6 6 6 6 5 6 5 4 4 12 12 12 12 12 12 12 12 12 12 12112 12 12 12 12 6'-0' 12 10 1019 6 6.5 6 B 6 8 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 4.5 12 .10 11019 6 3.5 6 8 8 6 A. 4.5 6 5 4 4 2 12 12 12 12 12 12 12 12 12 12112 12 12 12 12 7'-0' 12 10 10 9 6-5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 11017 3.5 - 6 6 6 5 4 3.5 6 5 4 4 2 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.5 8'-0' 12 10 10 7.514.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3S 3 12 10 10 4 - - 6 6 5 .5 3.5 3 6 5 4 - 12 12 12 12 12 12 12 12 12 12 1119.5112 12 1.5 9 9'-0' 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 70 9 4 - - 6 6 4-5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5 - 2 12 12 12 12 0. 12 12 12 1. 9..5 8.5 12 12 10 8 10'-0' 12 10 7.5.4 - - 6 6 5 4 3 - 12 10 6 3 - 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 .5 3 - 6 5 - - 2 12 12 12 1.5 9.5 12 12 12 10. 8.5 7.5 12 12 9 7 11'-0' 12 10 5.5 - - - 6 6 4.5- - - 1210 4.5- - 6 5.9 3.5 - - - 12 10 - - - _ 6 .5 4 - - - 6 5 - - 2 12 12 12 1012 12 12'-0' 12 10 4.5 - - - 6 6 4 - - - 12 10 3.5- - - 6 5 3.5 - - - 12 10 - - 6 5 3.5 - - - 6 5 - - 2 12 12 1. 9.5 8 12 12 11 8.5 7 6 12 1.57.5 6 13-0' 12 10 - - - - 6 6 - - - - 12 10 - - - - 6 4,5 - - - - 12 7.5 - - - - 6 4.5 - .5 - - 2 12 12 10. 8.5 7.5 12 12 10 8 6.5 55 72 0.5 7 5S 14`-0' 12 10 - - - - 6 5.5 - - - - 12 7 - - - - .5 4.5 - - - - 12 7 - - - - .5 4.5 - - - - 6 32 12 12 12 12 9.5 7.5 6 4S 12 9.5 6.5 5 15'-O' 12 - - - - 6 - - - - - 12 - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - 2 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 16'-0' 12 - - - - - 12 - - - 5 - 1.5 - - - - 5 - - 6 - 2 12 10. 8.5 6.5 4 12 12 8 6.5 5 3 1. 8.5 5.5 4.5 1 (�HV BLADE OR HV BLADE W/ @ HV WINDOW BLADE WORKING IN UNISONr G ♦SEE UM ATIONS OF f'. BLADE 1 ONSH1 ♦ NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/G=0.55(N.D.S)- 1/4'0 TAPCON ANCHORS,AS.MANUFACTURED BY I.T.W.BUILDER W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G�O.50(N.D.S.) EACH SECTION ON SHEETS 16& 17. -SPRUCE PINE FIR NORTH W/G=0.43 (ICES.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/0-026(N.D.S.) 2.ANCHORS TO HOLLOW CEILING SHASHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SL CONSIST OF -MW. 1/2'COX PLYWOOD(1986 APA) LAG SCREWS AS PER NOS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity 0 2015 EASTERN METAL BERTHA �auunllr��� A A IL E C O �>N�. Accordion Shu 1�a H.V. BLADE#1 W/oR W/0 H.V.American Shutter Systems EV.N DESCRIPTION DATE TILUT TESTING & ENGINEERING COMPANY y4416? 8355 N.W.36th.SL.Ste.305,VIROINu GARDENS,FLORIDA 3318 ASsoCTalTOn. Ina. i OLD 17-192 4/13/1 ^ Phone : (305)871-1530. Fox: (305)871-1531 4268 Westroads Drive 2 e-mail:tilteco®aol.com West Palm Beach, FL 33407 3 EB-0006719 WALTER A.TILIr Jr. P.E 4 LIMA � FLORIDA Lic. �I 44167 6V� �ICYN i( 8 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & (N HV:♦ BLADES AS APF MAX. SHUTTER SPA L+ OR L— FOR INSTALLATIONS INTO WOOD WITH FAV BLADE 1 ONLY SHALL WALL FINISH MAX. LIMITED TO 105.0 Rsf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET * 19 FOR MAX SPAN & 1/4'0 TAPCON OR S.D. .DESIGN PRESSURE RAT NG FOk INSTALLATION WITH BLADE 1 & A WORKING IN UNISON >< TAPCON WITH ADVANCED - Ii THREADFORM TECHNOLOGY 1/4"0 TAPCON OR i2 W/ 1 1/2" Min. PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING - EXISTING WOOD HEADER. �" WOOD HEADER. (SEE SCHEDULE ON SHEET 15) tl MIN.SEPARATION I t I (SEE SCHEDULE ON SHEET 15) 1/4"0-20x3/4"S.S. MACHINE 9 SCHEDULE ON ~-• R 1$ SCREWS W/ 1/4"-20 NUTS 0 11 FOR T3AOE®AND I 1 OR 0 12" O.C. tl ON SHEET 19 FOR O I I 1' Min. � \ x EXISTING B BLADES O& -- ^ a GLASS-=-L II N N a 1 OR 1 '° I WALL �.i•• N p ,.• FINISH L—OPTIONAL WALL I I 12 •E10STING MIN. I I FINISH I I I iv OR tl I: 2'x4"W000 I HEADER REQUIRED I I 1 OR ®� I EXIxe W OTD. I I UI I I 4"0 TAPCON OR TAP EXISTING tl U HEADER REQUIRED I I 1 T MIN.SEPARATION I I I I tl I I I I 1 ;- THREADFORM TECHNO GLASS--I TO CLASS(SEE I I I Min, PENETRATION OF 7 G_ -_ MIN. SEPARATION TO GLASS I r, EXISTING WOOD HEADEF I'—11�FOR LLBL DE®MID I I I EXISTING If—(SEE SCHEDULE ON SHEET 11) I (SEE SCHEDULE ON SHE tl 19 FCR ��p& GLAs" I I I 2'x4"CONI. SILL PLATE REQ'D. HV_ WALL HEADER INSTALLATION ON HV WALL_ HEAD91? INSTALLATION I OHV WALL $ILL INSTAL I TI01 O I I III MIN_ SEPARATION TO GLASS EXISTING MIN. SEPARATION TO GLASS GLASS---I I I I EXISTING �1 —(SEE SCHEDULE ON SHEET 11) I I 1 (SEE SCHEDULE ON SHEET 11) NF-� MIN. SEPARATION TO GLASS 1 1 GLASS-� EXISTING WOOD PLATE SCHEDULE ON SHEET 11) I I tl I GLASS—fl REq'D. I I I p I 1/4"0-20x3/4"S.S. - I :r Q MACHINE S.S. MACHINE SCREWS MACHINE SCREWS W/ I I I \ tl USING® 12" D.C.-20 NIRS l ;..c.�" WALL I I 1/4"-20 NUTS 0 1z' I c• FlNISH I I I I O.C. I I =:•. F' t OR® oR 18 13 OR 2"x4' CONT. WOOD PLATE REVD. I .; N , Min. N I 1 OR� 1/4"0 TAPCON OR TAP( �" THREADFORM TECHNOI 2"x4"CONT. ',x, Min, PENETRATION OF TI "^ 1/4"0 TAPCON OR TAPCON WITH ADVANCEDSILL PLATE .��>. EXISTING WOOD HEADER THREADFORM TECHNOLOGY W/ 1/2" L 1/4'0 TAPCON OR NOTE: REQ'D. (SEE SCHEDULE ON SHE] Min. PENETRATION OF THREADED AREA INTO PLYWOOD TAPCQN WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2"x4" 1/2 IN. CDD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. WALL FINISH STUDS ® 16' O.C. MAX. PLYWOOD REQ'D. W/ 1/2' Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2' MIN. COX PLYWOOD REQ'D. WALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO REQ'D. PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION (STING MIN. 2'x4" STUDS 0 16"O.C. MAX. REQ'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE &HV WALL SILL INSTALLATION ♦ SEE UM n.NS OF U§OF ©HV WALL SILL INSTALLATION F-B.C. BLADE gON SHEET 19 FLORIDA BUILDING CODE(Non High Velocity okiIIIIIIIrIJ1#01 ©2015 EASTERN METAL si �� �� •,,, BERTHA 1 111LIE c o INc. A S A AccordionWShun �/ ■ ■ ■ ■ H.v. elao�# w/OR w/o M.`'� �1 TICCIT TESTING 41: ENGINEERING COMPANY American Shutter Systems E,, N DESCRIPTION DATE 6355 N.W.36th.St.Ste.303.MRGWIA WDEN5.FLORIDA 3316 Association, Inc. 1 OLD 11-192 4/13 15 �•, 2 Phone: (305)871-1530 . Fax: (30.5)871-1531 4268 Westroads Drive 2 ��•• :�(V` e—mal ti]teco®aot.com West Palm Beach. FL 33407 3 •'�tO R IDP,.��.��\�� WALTER A.TIOLUT J, P.E. a Iry.�" A� FLORIDA Uc. #44167 5 41 C. CIO 6 11 1 INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR 1, HV & HV♦ BLADES (AS API MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE1) ONLY SHALL B LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADEM && WORKING IN UNISON 1/4"0 TAPCON OR4'x6' (Min.) EXISTING v EQ EC1 2' MIN. EDGE TAPCON WITH ADVANCED THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. W/ 1 1/2' Min. PENETRATION1/4"0-20x3/4"S.S. OFEXISTINGADEQUACY WOODBEAM - OF THREADED AREA TO 1• PHILLIPS TRUSS HEAD TO BE CERTIFIED BY �.: EXISTING WOOD HEADER. MACHINE SCREWS CIL Min. REGISTERED ENGINEER OR EXIS I.F. (SEE SCHEDULE ON SHEET 15) W/ 1%4'-20 NUTS ARCHITECT PRIOR TO E Q TRU RAF 19 E E ® 12' O.C. SHUTTER INSTALLATION. 1/2' 1/2' O.C. 1/4'0 TAPCON OR nR 5 TAPCON WITH ADVANCED EXIST iv N ,257' THRIADFORM TECHNOLOGY 3/4' Max. W/ 1 1/2'Min. PENETRATION 14x3 4" E E 1'x4' F; I I OF THREADED AREA TO EQ Q S.M.S./ (606 C-AOPTIONAL EXISTING WOOD HEADER. a 6-O C. (3)5, (SEE SCHEDULE ON SHEET 15) L$"r 1© or 15 I 1 or 1© or 15 E0 LOCA I I MIDW 8 �DEISTING MIN 2'X4' I I ---0 I I MEMI EXISTING--fl HEADER REQ'D I I OPEN HOLE AT EACH WIDT GLASS uI. MIN. SEPARATION TO GLASS Ii. STUD TO ACCEPT PENE (SEE SCHEDULE ON SHEET I) EXISTING 1 I $/16.0 LAG SCREW I ARF --I I I AT CENTER OF TUBE. I I INSP MAX. HV WALL HEADER INSTALLATION I S � I N EXISTING 1 ISN ASS(SEE s' D I GLASS— TO GLASS(SEE INSA 11 FOR BtoDE OAND I ♦ I SCHEDULE ON SHEET I I I FOR I RACES o g® I 10 OR ® J1 Iau�s�Ti9�° I cRAv INOTES: I gAL�O)&® ♦ FER 1 1—SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY OR OR E 2—MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR OT HV CEILING INSTALLATION ANY INSTALIATION. U V CEILING INSTALLATION IAN.SEPAMON11 1 7OR 1 • C DUE SHSTEEr I SEPARATION 1 MIN. SEPARATION TO GLASS --I 11 wR snnEpANDI 1 (SEE SCHEDULE ON SHEET 11) EXISTING I ON 94BET Is FOR -{I TO GLASS I I EXISTING GIASS� O ®gam I(SEE SCHEDULE GLASS—fl 1 \ll I ON SHEET i I) I 8 I I I I 1 O I ALTERNATE_ I lu ANCHOR I I 8 I WALL frm 1 LOCATION 0 EXISTING FINISH 1/q• � 710x3/4HE( GLASS �e {N O _ . WASHER HEAD TIXMax. © SCREWS 12'om2'x6' MIN. WOOD R �II I I DECK REQUIRED (NO FINISH ALLOWED) /-EDGE — 1" 19LE EDGE DECK „'',•.:. 1F APPLICABLE OF LIBLE DECK IFAPPLICABLE 1' 1/4'0-20x3/4-S_S_ 1/4-0 TAPCON OR Min PHILLIPS EA TRUSS HD 2 CONT. '„r: TAPCON WRH ADVANCED MACHINE SCREWS 1/4"0 TAPCON OR TAPCON WITH ADVANCED SILL PLATE THREADFORM TECHNOLOGY W/ 1/4"-20 NUTS1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM-12' MIN. PTH [7JREERATIONMOFETHREADED W/ i 1/2'Min. 2' MIN.— W/ 7 1/2' Min. PENETRATION ® 12'O.C. REQ'D. �_, OF THREADED AREA TO TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED EXISTING WOOD DER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) HEAAREA TO EXISTING WOOD HEADER_ (SEE (SEE SCHEDULE H SHEET 15) SCHEDULE ON SHEET 15) ♦ SEE UM AnONS OF USE FOR QX HV WALK—OVER INSTAUI �V HV 'WALL SILL INSTALLATION BLADE to ON SHEET 19 OW HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity •KER A. TIS AAAI,, ©2015 EASTERN METAL G,E ` BERTHA Accordion Shu IL ECO Nc. A. .A■ H.V. MAX#1 W/OR W/0 H.1 * '*= American Shutter Systems M N DESCRIPTION DATE , ,•' TILLIT TESTING do ENGINEERING COMPANY 9'•• Tui :Q` 6155 N.W.35th.St.Ste,305,VIRGINIA GARDENS,FLORIDA 331GE Association, Inc. 1 OLD 1I-192 4/13/ Phone: (305)871-•1530 . Fax: (305)871-1531 4268 Westroads Drive 2 %,���FS,s,, ��``��•`� e—mal bl-0008teco91.`am West Palm Beach, FL 33407 3 • 7A OIVAL EN ��` WALTER A.TILUT Jr.P.E. 4 P.E. URE DATE FLORIDA�`' 441x7 s 6 END INSTALLATIONS n HV BLADE OR (1 A� WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2•x4'MIN.WOOD STUDS�O• 2'x4•MIN.WOOD 2 s4•MIN. SR1�RE00• WOOD STUDS. 1TAPCON (AS APPLICABLE)_ 6y \ / ANCHOR O 6'O.C. OWSN . _ Yx4•Ml \\ / w"/2 \ / (AS APPI FlNISH \ / 1S ZD5 OPENETR1.MI1 •� w4 \\ / / KNISH TO 1/2'COX ALL EXISTING CLASS .M 1' PLYYl00D IF NO / \\ STUDS EXNST. EXISTING CLASS 5EXISTING GLASS 'I / \ EXISTING 5 Uhl sEPARAIan 1/Y T IINN.C ; - ED N81 SEPARAIQ! `,y ,/2•MIN.COX ..�• m 12AS5(sLE h0h1 OX SD'APANON MR •10 Q O(SME .f•= ` PLYWOOD. ''!°st" 3� . ' ,° sa+muE ON.SHEET m aws(SEE 1/2•MIN.CO% '•Kf+:t '. 1° 11 FDR BLADE® I/18 i3' 11 MR®ADE OAtm w '� '.\.'•r i;^,,•+," SOEDIIE ON SHEET PLYWOOD. n' 9Ri2 ON 3ELT ID® (6083-T6)CONT. FINISH ,/2'MIN.COX ON SHEET 16 FOR 11 FOR HALE:(DAMo 11/2- 8 11 R gz m Nk ALUM.CLOSER PLYWOOD. H/D m Q9) WALL ON SHEET 19 FOR ON! I 'MIN. PLATE 0=TE 1/2• EX,DyL RAMS(D (0) AT EITHER E NIN I 1\\�1 OF9) `}toil/Y Sms. - - usrc+•ae z•uAx. - - 016 O.C. 110x1/2'S.M.& (Il5 APPUGBIY)YP++/B'ke•-2' 0+6 D.C. — (60 Ta ALWO A MDOMmGNR 4 u(+)poxl/z s.MAIL s m k 5 4 (wnt/a trA a�rNs a m YI SEE DETAIL X FC.1 OR®♦ OTHER smE OF 4) 1 OR®♦ ♦ SIDE CONNECTION SEE DETAIL X FOR 1 OR® TO TRACKS SIDEEE ETAIL FOR CA WNNECTION ®-©• SIDE CONNECTION TO TRACKS �O•®v®• ®•®- ®�LL�m-ao-©-o•®- -a�-©o-o-o•®� v.l-®"®•®v©•®- TON �•®-®•�-©,®- o•o•©-o•o•®- o•o•©-o•o•®- ®•®-®•�v©•®- ©•o•�©•o•®- ®,�„®•�®•®® ®•®-®•ago•®- END CONNECTION DETAIL Q �•®-®®q®•® END CONNECTION DETAIL Q8 END CONNECTION DETAIL END CONNECTION DETAIL EXISIINC • REQUIRED ONLY FOR SPANS CREOTR THAN 12'-0' 2•x+`IN WOOD /4b TAPGON ANCHORS 1/4Y TAPCON ANCHSEpAqqM O 810x1S.MS. w/, t/Y ADN. w/1 i/z'ABN. 0169 1 E%LSIINc GLASS PFHEn7AT1(IN 0 iz'O.C. PENETRATION W/ 0 I2•a.C• ' ro sass(SEE SEE UMRATIONS OF USE FOR TO K a/z•Mm. Sa6DUIE NN OAN ¢ 4 BLADE 1A ON SHEET 19 11 FOR ET 19 mRro ON sE>rT is wR ___-- C M SLADE ff Aro r' S amm®k ----- ON SHEET 18 FOR 1/2•MOV D - - U/ ®g _____ --_ _ 6 OR®OR(DOR ---- -_ - - ©OR®OR(90R(D L ♦ 1 �AY M MOL -- OO R (DOR ♦ 4 OR®OR@OR ®p©.Ov®a1®•®°' wAu.FEeSH 2'x4•NIN.woo0 L ®-Q•Q ©OR®OR�OR@ VIEW NILE PLAN Y �•®-®'�©•®- SPUDS REO.0. Flt8 �•ij�-®'®v©'®- MAIL END CONNECTION DETAIL © END CONNECTIQU DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity \\11111 M lift/ll/ ©2015 EASTERN METAL A.. BERTHA A■S S.A■ Accordion Shui 1 L E C O i N�. H.V. MADE#i W/CR W/O FIV American Shutter Systems jEV.Nc OESCRIFMON DATE * : TILLIT TESTING & ENGINEERING COMPANY STATE OF 63�N.W.36th.SL,Ste.306.1ARGINIA GARDENS.FLORIDA 3316 Association. Inc. 1 OLD 11-192 4/13/1: PFax: (305)871-1531 4268 Westroads /ve z hone: (305)871-1530 . T� �pRipp .'�`<•��� e-mail: 8lteco®aol.com West Palm Beach. FL 33407 3 ....�NG\�`��•� ALTO A LUT RE/DATE 7 167 5 P.E.°' AI1thA11'� 6 1. pQ�+Q�+��+® ♦ GENERAL 1IMITATION.R AND CONDITIONS OF U A G ® ® M 0 UNISON WITH W MNnOW BLADE W- 1. MAX A.S.D. DESIGN PRESSURE RATING, +110.— 110 P. 2. MAX. SHUTTER SPAN: 96' 3.ALLOWED MOUNTINGS:A D.G&H ON SHEETS 6, 7.A MOUNTINGS M. O.T, U&W ON SHEETS 16& 17. ONLY CDM31MATE S 21 (271,(BOTH W/ 1�4 OR 2� ARE O O 4c 5' t7(YOUi OUT. IN MUST BE NCCELUUDDrED ONLY AT IAL OR OPPOSIEXIFRI RNO LAYACCESS 5 w 4 aR iv CENTER 1 fi oR 0 TYP. EA. END • • • ♦ • ♦ • J J J f J J D 5. (A)HV WINDOW 13U1DE @ SHALL ONLY ALLOW A MNOML (3'0 HOLES) FOR®PER BLADE AT SPACINGS SHOWN ON 4 MAX. 5 WINDOWS / / ♦ / / o • • ° ° ° ° • OF CLEARANCE ANY 3 FOR 4 SHALL BEP OR 1 2OEDGE OF HV V '•M ALLOWED A7 HV w • ° ° WINDOW BLADE (C) FIRST.OR BLADE COMING OUT FROM STARTERS AT WINDOW BLADE in ♦ / 1 I / ♦ ! f D J J 1 1 f ° (D) HV WINDOW BLADE @ MUST BE USED ALTERNATE TO A 9 THROUGHOUT SHURER'S WIDTH. / • / / ♦ ; > a a J a J J 1 IME RMATES SHALL ALWAYS BE INSTALLED ADJACENT T 1 r' o d4 J BLADEUAT EITHER SIDE OF THEM. l SEE END � (F) POLYCARBONATE HV WINDOW®SHALL BE INSTALLED S IOa • • • ♦ Q J J a J J J 1 THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINE CONNECTION DETAILS SHEETS ONLY INSTALLED AND LACKED USING A HV SETTING TOOL PI 10 & 18 TYP. INC FULL HEIGHT. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INT � BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN N z P1'P1 11@1 1 &2 ABOVE). N 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INT CONCRETE.OR CONCRETE BLOCK WALL ON SHEETS 12 & 1; SPAN AND DESIGN LOAD (SEE NOTES 1 &2 ABOVE). 8. MINIMUM SEPARATION TO GLASS,SCHEDULE,PER ASTM E (SEE PLAN FOR REQUIREMENTS)_ D H TYP TOP & BOTTOM yy OR®Ofl,y�l WIND ZONE MINIMUM SEPARATION TO GLASS NUMITED WIDTH 1 THRU 3 1' ELEVATION IAN.SEPARATION TO GLASS EXISTING GLASS SEE SCHEDULE ON SHEET 11 FOR MADE(D 4 6.25' ——--— AND ON THIS SHEET FOR BLADES Q&0A -------------------- ----------f ---� --------------- 5 1 21 -�\�=---- TYP. T \ 4 OR -1 5 ) \\\ 7YP• W%AAND 2 RICALOR 5 94UNMATES 21 ® \ \ / (wrsmc oxo 1 W/O (S®NOTE 4 ABOVE) ���`p� ��SSlS TYPICAL M HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE SHUTTER* ���---- N.T.S. FLORIDA BUILDING CODE Non High Velocity ``�\1111NL1111FIF/!//�, © 2015 EASTERN METAL ���•��\��R A: rk<�j,,,,, BERTHA >_CE Aw�w�w�w Accordion Shu _ Til E C�o , c. Kv MADE #1 w/OR w/o TLI TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev. N DESCRIPTION DATE STATE QF 6755 N.W.36th.St.,sta.305,VIRGINIAGIR03T6,FLGIilOA 3316 ASSoclatlon/ Inc. 1 OLD 11-192 4/13/ • r •, :�—� 4268 Westrtiads Drive z Phone :(305)871-1530. Fax: (305)871-1531 e—mail:titecoccoLcom West Palm Beach, FL 33407 3 .F(O R IOP •���.�.� e—maEB-0006719 • 4,/JcSs+�•••..•••'„\G \`��� WALTER A.TILLIT Jr. P_E. 4 P.E.��S&q \1TT•T} E/DATE FLORIDA uc. #44167 6 6 Min- 1 1/2. 0.035 INSTALLATIONS W1 (1) HV BLADE & HV CENTERMATES 'n_ x& .3 THICK Min 7 ASTM A 93 7E 40 Min. C-60 G&V. 083" METAL STUDS AT INTO METAL STUD WALLS ------ ® rox 1/2- Ci Cy 475 JZT 38 GENERAL LIMITIONSAND CONDMONS OF USE ALU) 4 a /'QD _FOR BERTHA n1 W BLADE ACCORDION SHUTTER 61 (1 3/4'. 6 1/4'x 0.035'THICK Min. /OD CONT GAIY STEEL TRACK CHANNEL. a 6"O-C. 0 6 0 C.n -SYME-M INSTALLATION TO METAL STUD WALLS ASTM A-633 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS SEPARATION TO GLASS SCHEDULE W/(2) #60/2-TER SCREWS ON t EXISTING FINISH 39 I 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 9§6 E-I. SEPARATION .INTERIOR& EXTERIOR FACE I AS APPLICABLE 2. MAX. SHUTTER SPAN: 84 WIND ZONE MINIMUM 1 EXISTING GLASS MIN. SEPARATION 3. ALLOWED MOUNTING: ON THIS SHEET. AMI TO GLASS C TO GLASS LA (SEE SCHEDULE) 4 = 43 4Z4 9 4. ONLY ENTERMATE V21 W/ 204 W LOCK ARE ALLOWED 1 THRU 3 1 1. 1 -L WITH I 21 ARRANGED A SYMMETRICAL LAYOUT. MUST P .15 USE OF (2)n35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" I 3/4'x 6 1/4*x 0.035'THICK Mi..I EXISTING FINISH -j INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF NT.GALV. STEEL TRACK CHANNEL, AS APPLICABLE 1 .250' CENTERMATE. oI M A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS (2)#6x1l2'TEK SCREWS ON i 43C. T-- INTERIOR&EXTERIOR FACE 0 6. O'd. 6"O.0 cl CY BLADE SLACK DETAIL WIF IS ALSO VALID FO R 43C 1142'0 E uj w1/2- 12 38 CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS cr 3b 1 1/2-x 0.035-THICK w "n. -653 GRADE @ 6" O.C. ASTM A 40 Min. G-60 GALV. STEEL COMPI IAL STUDS AT 16 WA EXISTING ME A "D.C. in. ILL HEADER/SELL INSTALLATION NG FINISH AS APPLICABLE SCALE v �(". TOP& BOTTOM) -------- ---- ---- 10t• 3/4'x 6 1/4'x 0.035'T14ICK Min. EXISTING GLASS /CONT. GALV. STEEL TRACK CHANNEL, ASTM A-653 GRADE 40 STUDSGALVANIZED FASTENED TO STUDS 77 S SYMMETRYCAL W/ TEX SCREWS ON (2) j6x1/2 EPARA IERIOR&EXTERIOR FACE IN nON' G 4�5d 4,5b '4 TO LASS 2- CENTERMATES W/ M SEE S ED -7 EXTERIOR 1:-CENTERMATES CH u ACCESS SIf)F',,3 INTERIOR ACCESS SIDE:. 7 7 1 1 --- ----------- ------- ------- A 6" (TYP-) IN 3 (6-Min.) IN 14 y ------------------ - ---— ------ y �_j + t 2) 42p, 21 21 21 LOCATED AT 1@2 ---------I---- HV H ER/SILL ENDS ----- ------- ------- —------ VIEW 4 12Y- 3 (6"Min.) Vr SIDE CONNECTIO 3-1/-!i—(Typ)-115 1/2" (Typ.)— -7-- 7 6 1/2" MAX. SLACK (Cont.) HYA BV J3 BLADE SLACK DETAIL HVIF HVC FLORIDA BUILDING CObE(Non High Velocity ©2°15 EASTERN METAL V A. T/z BERTHA Accordion Shut 11LIECO iNc. A.S.S.A. H.V. MME #1 W/OR W/O H.V. American Shutter Systems IEV,Nc DESCRIPTION DATE TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/T -a'. qTATP 6355 N.W.36th.St.,St..3(15,VIRGINIA GARDENS,FWRIDA 3316( 68 Westroads P 42 Phone :(305)871-1530. Fax:(305)871-153 Drive 2 e-mall:-0tilt006719ecoccol.corn West Palm Beach, FL 33407 3 EB WALTER A.TILUT Jr.P.E. 4 A DATE FLORIDA Uc. # 44167 5 6 Professional rrA;Irr�lf1 BCIS Home {'Log In I User Registration ,iHot Topics Submit Surcharge Stats&Facts i, Publications FBC Staff BCIS Site Map I Links Search Or , lProductApproval � USER:Public User Product Aooroval Menu>Product or Application Search>Application List,>Application Detail FL'# FL389-118 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE I] Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 11 A,S.S.A. INC. DRWG.15-_086.p It .Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A,S,S.A. INC. _P.E.R. DRWG.15-03b.[LdLf positive ASD load and 13'-0"for 35 psf negative ASO load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASO load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls Is 79"for max.ASO pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. I 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 110, Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 RS 11 &S.S.A. INC DRWG-1-5-085-i�qF Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D".Max.Span is 16'-0"for 30 QRWG. 15-085 HV.1git p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVI blade,8'-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 P,8 11 A.S.S.A, INC. DR.WG.15-05fj.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure.N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASO load FL389 R8 AE A.S.S.A. INC, P.E.R. DRVV v(s'15-084.,dl for Blade 1,and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28—respectjveiy Back Nezt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone;850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement;:Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The em.ils provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 4S5,F.S.,please click here Product Approval Accepts: Credi:Carcl Safe CIO=