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ME Y GENERAL NOTES 1. BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH ME 2014 (5th EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE M7ALLED 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 THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd--,.65.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 CONDMN, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASM,DESIGN WIND LOADS AREA J.- W BLADES CD BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/M (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20, GENERAL NOTES SHEET 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=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CO-1-63 WAS USED FOR VERIFICATION OF FASTENERS,1.4 WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEN'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 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D 10214.01-03.10715.01-03.#1004.01-05.#1214.01-05. #0317.02-06,JO61T9.01-10 AND 10210.01-11 AS PER TA.S-201,TAS-202 AND TAS-203 PROTOCOLS AND AMM E-1886 AREA 2, W FRADE(1)AND W WINDOW BLADE A AND E-1996 STANDARDS(MISSILE LEVEL D.TNT)ZONES 1.2&3)&1-1220.0I-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLIPARtFa -HV URIDOW STAGE @ 10505DI-08 AS PER ASTM E-I886 AND L-1995(MISSILE LEVEL D.WIND ZONES 1,2.2)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.W BLADED AND HV WINDOW BLADE a ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER ME GENERA-- LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA N.V.ADOCROJON PINS(W SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14.2.75'AND#14A.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS W . SHEET 8 E STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 W,TENSILE STRENGTH. PINS S14ALL BE COATED WITH BERTHA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEM 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 ISS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 s.ALL SCREWS To BE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON MEL AS PER DIN 50018 WITH SO ksi MIN,VELD STRENGTH AND 90 ksl MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3,3.4. ANCHOR SCHEDULE- CONCRETE&13LOCK SHEET 14 6.BOLTS TO BE AMM A-307 GALVANIZED STEEL,OR AJSI 304 OR Me SERIES STAINLESS STEEL MIN 35 k9I MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE(D: 12.13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET IS W BLADE 0&6 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 S.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM SEARS A U.S.PATENT 16'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S,PATENT#5'456,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 METAL.SUPPLY,INC. AREA 3: HV WINDOW BLADE A ONLY9. IT 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 ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL FN AND NO CENTERMATES AND ENGAGE OR LOCK ALL W AND NO LOCKS. AREA 4: HV WINDOW BLADE nj ONLY Ii.SHUT"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 SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA N.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.(0)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 ME P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E-D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION TRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALJD IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED 13Y 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 RED.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. —.1MIJI111". FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' A.1/O*z 2015 EASTERN METAL SUPPLY.INC. ........... . \V,\C W, BERTHA HVTM A-C ordion Shutter System X AL 0. A.S.S.A. RV.RAX#1 W1 OR W/O KV.W=W MADE ,a" TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ?EV.N. DESCRIPTION DATE DRAWN BY, WL 4/13/15 OLD 11-192 4/13/15 CATE.- �()f.- fim 39M 5L,Sta 305.VMWA GkqDM FLCRM J3161 Assoclation, Inc. 1 P (305)871-1530.Fox:(30S)IT71-1531 4268 Westroods Drive 2 �'Fd"--UKIUt1 -*$r�:" — HAWING N .—OP:tift-00.1.com West Palm Beach, FL 33407 3 15 ........ q'o"- EB-OW67 9 095) (VAL r0A WALTER A.TII-UT1".P.E. 4 111111 % FLORRIA Ux#4'167 5 -'5jdFE1--- P.E'. SEAq�%wRE/DATE i 6 1 OF 20 MR_a M Swc es VARIES 1918' 1.491' s 0?oT`\� o. b e. 0.454• �\ of I 21 M w. f EL I � rf�ti �I ss71� Ossa• 4x85' _ I I ml e]" es 1 -- 4.85T --_-._4.999• _._._� ;T <o�r. 575 .. �.v T�HV SOLID BLADE 3OHV UNIVERSAL FLOATER m/ 5\1 1�HV 90' 180' STARTER PATENT5458179 QUALIFIED FOR USE W/ COVERED UNDER US PATE QUALIFIED FOR USE W/ HV BLADE tD ®HV DIRECT MOUNT HV BLADED 13 HV WINDOW BLADE* 6005-TS ALLOY AND TEMPER QUALIFIED BFOORREU'E W/ HV 6063-TE ALLOY AND TEMPER 37 -SEE LIPdTATIONS OF USE OF BLADE @ ON SHEET 15 E063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ---- DG' r__-.__ I 007 .670• h/ `----- 2.67D'__ _3.556' . •_ ^-� .9j_7 7 7 1.000• 670 2.22-• �I L 072 42 ' • T- ` I 1.615'. 7._092' � - T ^7-- ----------- ;7�HV ADJ. ADAPTER W/LIP 4.436__-_- 12 0.072' x_072_ J 9zo 1- 3.226• QUALIFIED FOR USE W/ HV �HV WALK-OVER TRACK � �6JHV ADJ. FLOOR TRACK BLADE 1O QUALIFIED FOR USE W/ HV `.J HV TRENCH TRACK _-=5_.3.750 6063-T6 ALLOT AND TEMPER BLADE(1� QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY ARD TEMPER BLADE(1)ONLY. 110 HV -RAINGUARD BLADElO 6063-T6 ALLOY AND TEMPER, `'QUALIFIED FOR USE W/ I(`J 6063-T6 ALLOY AND TEMPER "-' VARIES "> _ 1,;976"- - BLADE 01 1' 1.915• a --- -_ VARIES 1.93fi' 6063-T6 ALLOY AND TEMPER cl Max. 6 _917' o _ _ o �.-083' -� _083' m -' 087' m__---- v 093" .097" of .De3' of �c AfiD N� N I 'If _093" .093_o i.-_• .O6C' fI+I 670 _ - .060• m1-_ .060' 07'14 ,_d_ 1 0214. 6-_Ox _..__ 1y. 670 i 1_685' 3.5$0_-_. i_ __ 3.529' 670 e27r• I �1 HV CEILING HEADER C4 HV HEADER/SILL (11 HD CEILING HEADER/SILL 3sz9 0 LIFIED FOR USE W/ HV BLADE CI.ONI.Y, QUALIFIED FOR USE W/ HV BLADE`)ONLY QUALIFIED FOR USE W/ HV BLADE i 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIOfTl'� 6063-T6 ALLDrY AND TEA1PEa SEE SECTIONS FOR VALID11Y. �/ J QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(DONLY. 6063-T6 ALLOY AND TEMPER. I-X T' COMPONENT A B T1 T2 r X Y t UN XMNYAULt 2_ 2• .0.125' 2- 5-MAX.! - � -- 3' 3' .0.090• p . 18 2' 5•MAXI D.192• 0.192• 16 SIDE ANGLES -e J -- - ALUMINUM ANGLES C 2.5' 7'MAX.!0.190• 0.190" CORNER POSTS QUALIFIED FOR USE W/ HV I QUALIFIED FOR USE W/ HV BLADE 01 QUALIFIED FO USE W/ HV ' BLADE 10 6063-T6 ALLOY AND TEMPER BLADE ONLY. ® 2' S•MAX.10.139• 0.131' 6063-TG ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone O 2015 EASTERN METAL SUPPLY, INC. TIL(jTJ, i BERTHA HVTM \tJENSF 9 A S S.A Accordion Shutter System IE L C O I N e. . ■ ■ KV.BLADE#1 W/CR W/0 H.V.WINDOW LADE fr= American Shutter Systems �,N DESC18PTIM DATE DRAWN BY. M.L. *: fl/ /�( ;�' TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE x/13/15 STATE OF ,�,1 8355 N.W.301 SL,Ste.305.VRGM GAFMOS,FLOP"331 4268Westroads Drive z Phone:(305)871-1530.Fax:(30.5)871-1531 DRAWING ND O� F(OR\Q '�� 61:6ltaao0a 1.a West Palm Beach, FL 33407 3 15-085 �� EB-0006719 4 40 FS''••••••" 0 1 WALTER A TILL T J,P.E. �i,, S(QNA�,1�111 FLDROA t1a.@ 44167 s SH 2 OF 20 P.E. SM61/&IGt11ATME/DATE 4.576' -929' .745" 2-!93* F 1/4'-2011/'-a /4--20 /.-ME CAST 2.29.3' .745' _33e HEAD PIREAM HOUSING ENAYE, 1/4,20 0 EAKED PAI 7700, DE CAST r G EK% HOUSN fBAKED PlIG! 0 UbU S TURN 62. C".I C62' JL_ R —-__ 'i 01 1.32 0- L aRAss C YUNDER MINDER 5:KEYS(OMME C"09.�PLATED) 21 FLATED) HV CENTERMATE QUALIFIED FOR USE W/ HV BLADE(D&g,Ol,,,Ly a-Z, HV FLOATING CENTER TE 3.023' HV LOCK �V EGRESS LOCK 6063-T6 ALLOY AND TEMPER OU ED FOR USE W/ HV BLADE 1 & A ON'_Y QUALIFIED FOR USE W/ H11 QUALIRED FOR USE W/ HV 6G53-T6 ALLOY AND TEMPER HV CORNER CENTERMATE BLADED&01 & 0 ONLY. 13LADE 10& 6 ONLY. T_ QUALIFIED FOR USE W/ HV BLADEQ)ONLY '250'O.D. 51 E" 2.874' 6 -LASRC HEAD I18 063-T6 ALLOY AND TEMPER 1.756" MOLDED M 4,04 SCREW I N75W',� _3 79, 2.101,� 1.753" J C-4 6C'A-= RP1FD%(; 0, 8 -06 BEFORE RIVETING 3/ 1 4"A-20 x 4 1/4"0-20 RIVNUT* S.S. THUMBSCR 0. 3 N! *SERIES 94"&UNINJU(2024-T3 ALLOY)LARGE FLANGE WIN T NRT 0820.AS L f MUFACTURED By AVDEL 4 Lud SHEEMUTr.PA ORN.PARSIPPENY;NEW JERSEY 07054 OR EOUAL. N PLAN FRONT ELEVATION HV MALE "T" LOCK CENTERMATE CHERRY rEX (�7)' LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ W BLADEQ)ONLY q9 HV FEMALE -T- LOCK CENTERMATE HV -T" LOCK HV ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 13LADE@ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ W BLADEMONLY W/HV BLADE 0i ONLY. BLADE ONLY. 6063-T6 ALLOY AND TEMPER 6063-TB ALLOY AND TEMPER 1.917' 3.161._. 'm o .0 3" THUMBTURN .063" - .43 CYUNDER OR 3 CY KEY LINDER 7214-- _062" .515 0.875'Win. 1 .125'Max. 3 -301, HD CENTERMATE W1 NO LOCKING ROD HD CENTERMATE W/ LOCKING RO .40 QUALIFIED FOR USE W/ W BLADE(9& UA QUALIFIED FOR USE W/ W BLADE(!)&U.A, 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER ZR 1 7 MIN. QUALIFIED FOR USE WZ HV BLADE 1)& b ALLOY NO TEMPER 1/4'/-20 S.. CR 3/8-- f6 6063-T6 ___r��RN ACETAL THUMBSCREWS. 11/2 NEER (SEE DEIAJILS) I ` I go OR KEY ±15r L �_ F 1.57 Min. CYLINDER L 1.78-Max. LOCKING ROD 1/4'1 HE) LOCK QUALIFIED FOR USE W/ HV BLADE(j) 6063-T6 ALLOY AND TEMPER , (�6) HV_ ACETALVCP, HV 1/4" 0-20 AISI 304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. Z�S. 5 INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS ERIES--S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE(D& @ DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED Fq5%%UV!W#jjjV BLADE 1 QUALIFIED FOR USE W/ HV BLADE C1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' I\. I I'LIP 2015 EASTERN METAL SUPPLY,INC. S,6 BERTHA HVT. /TILECO imc. Accordion Shutter System A.S.S.A KV. BI-CE#1 W/OR W/O KV.WIN"RADE :Cc TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV,Ho DESCMPTION DATE I DRAWN BY-. M.L— T Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 6355 N.W.35th.SL.SW.305.WGINIA X Ph—:(305)871-1530.F.:(305)871-1531 4268 Westroads Drive 2 —DRAWING Na R:tiftecoftol.carn West Palm Beach, FL 33407 3 EB--0008719 15-085 WALTER A.TILUT J,P.E 4 FLORIDA Oa.1 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR i HKM—EV _@— 12'MIN.C CE 41 TO BLADE T-P (D_ __.-_.—.__-__._..__._,______-_—_ .____ i HV BLADE I EOCE CA .1575", ' 1 EXTERIOR I :W WINDOW BLADE .062 C625;' .0,325 HV BLADE TA till ORENIN BLADE's .1875* Y HV LONG RECESSED NYLON BUSHING KNUCKLE .0625 0 3 (Ty.) 0.062 HV SHORT RECESSED NYLON BUSHING 3 Y HV NYLON HX,- WASHER OR �FLAT PORnON 6DMAICIR j 3750- @ HV WHEEL CARRIAGE AISI .302-303 SERIES ",47 '0 40 X X X 0.870"x3/16" THICK NYLON WHEEL. 3 T-71 2 7/5-RN, CLEAR : Do 1 315*0 SEPARATICN 03.7500' 0.188"0 AJSI 302 SERIES S.S. RIVETS BETWEEN .0625 @ HV 1 3/4" ACCORDION PIN W1 #8 HEAD EXTERIOR BLADE I . ±6 4" OPENINGS ON C 7ERS @ KV 2 3/4" ACCORDION PIN W1 #8 HEAD C-, .75CO' r 5 Al - — 41 L J 2 1/4 POLYCARBONATE IMPACT RESIsTANrr HV WINDOW BEIWEEN TYPICAL HV WINDOW BLADE AND I T. S 3 POLYCARBONATE HV WINDOW DETAIL (D OR or @ N.T.S. @3 EE NOTE FOR ((SEE i D OR POLYCARBONATE ACT RESISTANT-HV WINDOW 0 Y '�KELE O�IME BAYERM 3 IM'RAK 103 POLYCARBONATE 12'-MIN.CLU V qCE rRE Y N UV_STABILIZED GRADE OR SABIC LEXAN 103 RESIN PIN REOUIREMENTS AT ExTERIOR BLADE KNUCKLE FOR - TO BLADE B(n)M INNOVATIVEPLASTIC (' , 'T WO) w E NOTE "I'" ON SHEET 19). OR o (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV -OR POLYCARBONATE SOURCES FOR 44 HV (!3 BLADE. EXTERIOR APPLPIBLE RE�AJ TYPICAL SHUTTER ASSEMBLY MM PROPERI'-ES N.T.S. HV PIN @ OR XQ AT T RI (2) HV PIN @ MAY BE USED IN LIEU OF (9 AND ONLY AT OR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00.324- BLADE'S KNUCKLE. \ (SEE NOTE * FOR SKCMC mmw x5w 0792 0.x3 Mt.' 0.043 IbM BLADE WHEN CORRESPONDING TO INSTALLATION 11", SHEET 7. 048��r fj 3 REQUIREMENTS) MFOIAwG 1: MSLE'ORD STMG� 9,400 pxl. 9_�-.i. Typ. FLMfV1 STRV�,i A7 YIELD AMU 07W %Z500 P...;. 13,400 p.1 (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASH Z FLDnJWL NOOMM 0790 3404M pxl 345=p.,!. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ER Am M56 18 rr-lbt. 17 FT-bt. SHEET WHEEL CARRIAGE DETAIL Da ASTM 0263 47.2 XX MAX N.T.S. ASSEMBLY I.AYOt1T RATE OF BLUMM ASTU 0635 c_1'SC-1 a N.T.S. SELF MTTKN ASTM Dim 10Q-r NO T 6155 1FNS8E MMGTH AFTM W�ETHU� .. SUG,'�i. p.l. mISILE ASTM M 11"I P'.i. am pal M HY BLADE SOLID & HV WINDOW BLADE DETAILS I I I I N.T.S. ........ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,, 9)201 5 EASTERN METAL SUPPLY, INC. BERTHA FIV. 0CEN AAccordion Shutter System ECO INC. .S.S.A H.V.BLADE#1 W1 OR W10 RV. WINDOW MADE American Shutter SystemsEV.1 M TE OF w.. 6th.SL.St.30.VRCIWA GAROM FLOWA 3316f TILLIT TESTING & ENGINEERING COMPANY D=RtPlIGH DATE DRAWN 13Y. N.L Association, Inc. OLD 11-192 4/13/1 DATE 4/13/15 F` ORIDp Drive 2 Ph— (305)871-1530.F0::(305)871-153I 4258 Westroods DDRAWING No -0:tilt.-G.W.... West Palm Beach, FL 33407 3 ......... 03-000671li 15-085 FLORIDA U..# 67 5 SHEET '96iV@IWMRE/DATE 4 OF 20 IVA L 0A �\'%N WALTER A,TILUT Jr.P.E 4 �P.E. 4 6 a 6 e c ; &,�@ u x s T u r �5 *NOTES ON HV LOCKS AND CENTERMATES! 1 Vi= J � °1�•'iJc"� 1.MANDATORY CONDITION 11. ONE HV LOCK 2@ or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN f I OR 12"ABOVE ORB OW 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR IVSTALIATIONS AT ANY I ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO I OR In CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION 0=LOCK SHALL BE AS INDICATED ON I O.(4 1 _ Y TYPICAL SHUTTER ELEVATION. Vic' , I 2.M IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO EN LOCKS r OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR SHALL BE A.S INDICATED ON NOTE (1)ABOVE I I `Cvl� LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SH'LITER ELEVATION. NUMM #2 NAUD ONLY WHEN RY CONDITION#1 f CONDITION i D�s-A�v-e 0 '�1� J2 IS USED W/iW0 H.V. LOCKSI• LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY oR6;ORcRiJ '(' �- w BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION i2_• ONE HV LOCK(a @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, E'= ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS x°c-Nvc_ AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ONE ALTERNATE HV LOCK Zp MAY BE USED IN LIEU OF HV LOCK °r FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN ASIDE OR OUTSIDE LOCK.ATTACHMENT > ��� OF 1/4'0-20x3/4"S.S.THUMBSCREW TO @1 OR @ CENTERMATES SHALL BE MADE W/ 1/4'0-200/4"ALUM. RTVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. Fa 6. MANDATORY CONDITION f3 FOR KEYSTONE MOUNTING INSrA'`eTIO's• ONE FP/LOCK 0 or 5 or®SHALL BE I! ! USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP ---� TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or @ or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @ or @ SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2"LONG FLAT HEAD S.S. SEE END=--J ON D F M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ®W/ DETAILS CONNECTION i , I 5� OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. E N I 1 K L 4 I I P 0 R V W Y HEIGHT. M. FULSHEETS to L *NOTES ON HV "T" LOCKS AND CENTERMATES OF CORNER . -- ------uxLw:r•.n wiDre�-"--- �------.-..._.-- `------ � 1.SECOND ALTERNATE TO MANDATORY CONOTDON/1 VALID ONLY FOR HV'T'LocK AuD CENiER4:eTES®ASD CENTERMATE ONE ALTERNATE HV 'T' LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR O O O i T ® FOR ANY SPAN AND 1 oR 6 ] aR•$ -PO,'.CI 3)oz 4 CZE AT ANY ELEVATION.ALTERNATE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK.-ATTACHMEN n•ys awG� OF LOCK®INCLUDES USING REINFORCING LOCKER ], AS SHOWN.ON SECTION HVG, SHEET 9,WHICH MUST BE U J lam•L'.aa+• * CONNECTED TO CENTERMATES®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"0-20x1'S.S.M.S. INTO A 1/4"0x 5/8" RIVNUr:LOCK MAY BE INSTALLED AT MIDSPAN OR 12" LJ• 70' 1Cj7 .0`088 u' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. ($ 08 �. °ROT OR,08 -fX 1/��I IXV @9-0-i 9'@-(g"P6 *NOTES ON HD LOCKS & CENTERMATES: n 1• : ONE ALTERNATE HD LOCK L9 MAYBE USED IN LIEU OF TYPICAL 1� HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 04 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK(pi,TO®IS W/3 g8 x 3/8'F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HOB-HVB AND HDC-HVC, SHEET 10,LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE( on High elocity Hurdcone one A.TJ( ,,�- ©2015 EASTERN METAL SUPPLY, INC. \\CENSE' �9'--- BERTHA HV TM 1 L E C 0 ..7\1.. A■S S■A■ Accordion Shutter System TLV. BADE#1 W/OR W/o H.V. WINDOW MADE TICCIT TESTING & ENGINEERING COMPANY Amerfccn Shutter Systems ZEVo No DESCRIPOLON DATE DRAWN BY: M. _ STATE OF Association, Inc. , OLD 11-192 4/13/15 DATE. 4/13/15 9. :�� 5�N.W.76q.6C,Ste.30l,tARCP1IA filfIDEN6,I1nROa]Ji �j�,•,• Ri Phane (305)871-1530.Fax (305)871-1931 4268 Westroods Drive z —mall:000677191.c°m No West Palm Beach, FL 33407 E. 4 —DRAWING 15 085 A,,rY ONAL p���� WFL�Dau 8 44 67 5 SHEET P.E. SEACf�iGHk*/DATE 6 5 OF 20 CONCRE(E ANCHORS POURED CONCRET POURED SEE SCHEDULE ON OR CONCRETE BLOCK/ POURED--. i ( /4"0-20x3/4"S.S. CONCRETE �_� 13 REQUIRED CONCR_R REOUIRED� I ) I CONCRETE ANCHORS I-MACHINE SCREWS REQUIRED (ONCREr ANCHORS ) 17 1$ SA FOR ® ) f J/ /^(SEc SCHEDULE ON ll NLr 1/4'-20 SFE SCHEDULE ON SHEET 13 / ONE(sE<uoLN^. on SHEET 7 / SHE-Ef ) NlfTs 12 O.C. 3 121ORy4' ✓ fl Mir..I _.1/4'0-20x3/4"S.S. r T �'' EOE MACHINE SCREWS C /r �{ ___ / EDC I I e � / USING 1/4'-2D NLLS I 19 - 250•M- ! �/ '�...4 —13 I OR 15 I D�,(�f: * r � i I i .zsc• /! Y /7., ' ..07iIONAL MN sEENvmaN SE ;-- to�( E ' I - _ M!N.SEPARATION TO GLASS 1 9?EUAE ON SF><I 11 RUL MADE OND �I (1'OR w - I EX)ST1NG_ EXISTING P'sH2r 19 FOR ' t ..J i GLASS (SEE SCHEDULE ON SHEET 11) CLASS-= �&� A'I`I. SEP.4'ARON TO CLASS v ^ (SEEc„ I !'Hc-DU.E 0`:SHEET 11)- I , EXISTING cnr, 1; v HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION ( - ---� �----� - ---I-""- CB HV WALL HEADER INSTALLATION + KEYSTONE EXISTING _._ _. _... ' r____ .._ -____._._ ._._. .._ _ MIN.SEPARATION TO GLASS —__ _ GLZ---i rQ4 gp Y ' ��,,�, -- -'-(SEE SCHEDULE ON SHEET 11)-- l r\ 1 ! ma ('a I I -�)OR MIN. SEPARATION TO GLASS '' 'i -V EXISTINC_ CLASS II FOR SO-MUZ H IDAw' I (SEE SCHEDULE ON SHEET 11) ' ON slaxr&cca MJTJ:s Cj,'*� EXISTING �-OPTIONAL CLASS V/4' OPTIONAL i I Max. L E. U.* / i i / _ __ i r r _-Z.'D. ' � - __ 19 LEO EO OR15 i � 1• ZOR`q) 'L _ / / I 1 ___1/4'0-20x3/4'S.S. 1 i Min. r\C.NCRETE =EQ EO--; PHILLIPS TRUSS HEAD I 1/4'0-20x3/4•S5.PHILLIPS MACHINE SCREWS USING 1 _ CONCRETE ANCHORS _._.TRUSS HEAD MACHINE SCREWS ANCHORS / O ; 1'_ 1/4"-20 NUTS® 12'O.C. y l..(SEE SCHEDULE ON W/ 1/4'-20 NUTS® 12"O.C. (SEE SCHEDULE ON SHEET 13) / "Mtn, POURED CONCRETE— SHEET 13) POURED CONCRETEJ I OR CONCRETE BLOCK OR CONCRETE BLOCK -'�--r-- ((',gNCRErE ANCHORS REQUIRED WALL REQUIRED �p HV WALL SILL INSTALLATION (SEE SCHEDULE ON n HV WALL SILL INSTALLATION POURED CONCRE_ SHEET 14) ET OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINAnON OF SECTIONS: INSTALLATION DETAILS W/_ 1-SEE SHEET 4 FOR TYPICAL SHUTTER *E. D. = EDNCE GE DISTANCE `, ASSEMBLY • SEE UMITATONS OF USE FOR H Y BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE to ON SHEET 19 10 IN ANY WAY TO SUR ANY INSTALLATION. IIIIIIIIII FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone O 2015 EASTERN METAL SUPPLY, INC. P� -- BERTHA HVTM \\CENs�('.•9 A■S■S■A■ Accordion Shutter System *' _ H.V.RAM#1 W/OR W/O H.V.WINDOW MADE American Shutter Systems IEV.N DESCRIPTION DATE DRAWN BY: M-L -p•• S AF TILLIT TESTING & ENGINEERING COMPANY �� Association. Inc. t OLD 11-192 !/13/15 DATE' 4/13/15 8335 N.W.38M.SL,SLe.SOS,VAGNA GARDENS,ILOROA 331fi h—:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive z PDRAWING No .........•�G\ J a-mcfl:tilt�ecoo191.cam West Palm Beach. FL 33407 3EB- 15-085 �JII�NA�LEt%�a`` WALTER A.nU1T Jr.P.E. 4 P.E. SEALf «NATURE/DATE FLORaA uc.0 44167 6 SH6 OF 20 POURED ___--_CONCRETE ANCHORS I MR SUTARM1at _-.-ll OR f�0 ; 1 M ICN 1 CONCRT (SEE SCHEDULE ON SHEET 13) I TO CLASS(SIS t''JJ c�(IS�INCTO GLASS `l SamxE ON 9G7 �'(SYE sOND71TE aN REQUIRED \ EDGE CF 17 TDR MACEOA7S G'ASS---' Nr,ssvva; srtr.it) T SUB IF ON SFM IS Tot iD cEAs / D. AFPUCAB(E EXISi7NG a"oEsm4`® a r--(se sa®ut- v 1 1 9 ALTERNATE i t 1 1 i i i I I EXISTING E AN•CHOR� ISTING LOCATION I I 1 1 ( 11 1 I I 1 1 Y � � �$1Cx3/4°HEX WASHER HEED I I 1 I � / " // 1 // EDGE OF ' 11 CR 13 oR 15 . 318 NTN. Ta<SCREWS C 12"O.C. 3AB NR. -CONCRETE ANCHORS APPLICABLE L6 `.7l (SEE SCHEDULE ON SHEET 13) E(�-•-+I�•j�-EES ��/ ...EDGE IF , F.X:SiING , 1I !I _a/ 1 111 / S(P9 IF _ GLASS--_- STAB IF i I /1�2�/1 EDGE OF -:� _ ..�/ APPLICABLE V APPLICABLE .0. 0- / POURED) TO GLASS R((SEE APPU..ABLE POURED' i -.--_ - FLAT HEAD CONCRETE ANCHOR'S. Q, CONCREfE_I / f.D. CONCRETE (SEE SCHEDULE ON SHEET 14) '1- f // REQUIRED FUR POURED - REQUIRED FLAT HEPD CONCRETE ANCHORS ION SP1�19 IM OR 1��CONCRETE ?- -- j BACEs�Dhp � 1 RBawRED -----=. D.•--- E.D.*- (SEE SCHEDULE ON SHEET (4) It .TRENCH INSTALLATION 1 VALID ONLY FOR UP TO +70, -75 PSF A.S.D. QB HV FLOOR INSTALLATION t J HV WALK-OVER INSTALLATION DESIGN ESIE u ERS URE RRASHEEATIN & FOR SPANS PER n HV CEILING INSTALLATION EXISTING -- MN. -\ r- - - - •.T--- CONCRETE ANCHORS CIASSJ i0 a.us NN.slnwunoN _ O -- ____ - - (SEE SCHEDULE ON / ON SIFT 11) I 1/4 ans ____. _ 1t� .. 14'0 DW E1NlDE1(TAPCON W/- , EX:STING SHEET 15) --^1TECHNOLOGYOR��4D��� IEXISTING GLASS u:v.sEPuuranIDCLAr , GLA55-� I /.__ raStFNIs E+PVER+A1xT;rJs W/ GASS -I(st:samUt ox SIE[.nJ _.-__ 1 1 O ux srnuurnx TO a.bS I 1 3/4'MN.E6'-0*ISPA D D O.C.TOR UP TO NS L SPAN AAD 4' FOR FDR 8'--l/VAX 1HIN C!! �•1 I I / �..' ,�, s'-a'UP To e'-o'NVL IPar-• 4 f / A v SEALANT AT EVERY FASTWER WAD r -11 / (lw.)(SEE NOTE tt ON 91EET I1 L_._. _1/2" 1 I D.* i i '10x3/4"HEX;E.1 ' FOR L'MtnawEa �-' 3/B' __--_ I MAX. oR 15 I ._ WASHER HERO : _ -�-T I, Y I I _ �1>r.SEALANT t I r- - I ' L._NIN. 11 B 12 TEK SCREWS i'. 14x3 4' HIX FIEAD 1 B" _ / i z / I 1� '1 3'8/ t 1 I 11- 1/4'0-20+]/4"SS NS Tac SCRE'NS 0 9"D.C. 1' _ r— �14x3/a"s.Ds. :� I 1 I I 111/� 1 —USING t/rs-2G NUTS CONCRETE M:0HORS y &R@ 3 _ OR 1/4'0--20 S.S.M.S. I1 -- A 9"O.C. AIDx. r �•• 0 12'O.C. YI/NUT 41 9"O.C. A..SHEET 14EDULE @: H I + C.'•• I ,. 'i^ ONTING NON STRUCTURAL J / 2.00"MIN. WAALL TRW(DECOPATNE 1/2' 4 / 17 R18 1 •.1:.. E,0. is SILL) SLAB EOGE�F i .... \-114.3/4"F.H.S.D.S. MIN. 4 POURED CONCRETE 7/B' !1 7/8 " APPUCABLE V _-CONCRETE ANCHORS SEE NOTE 13(b) 'IV - A 9"O.C. I _ _ SEE NOTE 13(b) I•' �. ,a •`. +_ REWIRED i `�E.D - POURED CONCRETE (SEE SCHEDULE ON 014 SHEET 1 POURED CONCRETE- ON SHEET 1 OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK } - - - - -- -�� - REQUIRED OPDONAL PouREo REQUIRED 0 KEYSTONE MOUNTING INSTALLATION CONCRETE ( HV WALL FLOOR INSTALLATION C) HV WALL WALK—OVER INSTALLATION MA%WUM A.S.D. SP PRESSURE 4s4,-72 a1 6WOAUN ANDREA SPAN e'_U• REQUIRED ( HV RAINGUARD INSTALLATION.t rte: t THIS INSTALLATION SHALL BE NOTE FOR COMBINATION OF SECTIONS: s REMOVABLE WHEN PERFORMED =EDGE DISTANCE ADJACENT TO OPERABLE EXIT SEE UMITATIONS OF USE FOR AN 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICARONS ON SHEET 13) OR ENTRANCE BLADE(BON SHEET 19' ASSEMBLY INSTALLATION DETAILS W.I. THV BLADE IN ANY WAY 7SECTIONS UIANCA STBAE ATIONINED FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A: f1C2ksTEm METAL SUPPLY, C. BERTHA WitN Accordion Shutter System TL 7-c7o , A S S HV. MADE#1 W/OR W/O H.V.WINDOW RADE American Shutter Systems VEV.N4 UMCRMW DATE I DRAWN BY: M-L o'• F ;�` TILLIT TESTING & ENGINEERING COMPANY Association. Inc. t OLD 11-'s2 4/13/15 DATE: 4/13/15 SIATEOsass N.W.Nw3sth.sE,SI..305,VIRGROA cumws.FLOR=3316 4268 Westroods Drive 2 4c�� Phone:(305)871-1530.Fax:(305)871-1531 DRAWING NO I:cnecooea.com West Palm Beach, FL 33407 3ES- 9 4 15-085 'RE WALTERAAWIL 81aa1B.E 5 SHEET P.E. FLORIDSEbt7916M 'RE/DATE 1 6 7 OF 20 SEE END L CONNECTION DMILS ON SHEETS 10 & IS SEE NOTES ON LCCKNG RODS 3®,W LOCKS(D ar T INSTALLATIONS WZ 1 HV *AND ALTERNATE HV LOCK®ON SHEET 5. o U I 90� I IN `� -' STING GLASS ' ! BLADE SLACK DETAIL nYF IS YAUG FOR ALL BLADE W HV CENTERMATES CEYTERMArES APPUCAT•ON VXH B'LALEQ7 1 OR SEE END WALL. CONNECTION 10+Qm©•Q�1©.1©OR .—EXISTING CLASS DETAILS ON SHEETS 10 & 18-_T 01 0-0 •Qm©`0'�18 cY -7 j' 2•�yl/8'za'-2' I ®+®m Oa Ocn 1 9+� 3 1/4• __________ 7• 6 1/2• 7• I (6063-T6 ALLOY)ALUM. T _ _ -___-.—.. .__-_-_ ___ ... ANGIE W/(2) ^.-�TAPCON 1/z• m©.® I __._. OPPOSING i SYMMETRYCAL I ARCH^.':-TO CONCRETE Crap/eorrau) < I CENTERMATES CENTERMATES MIN. SEPARA110N (4)j IOz I/2'S.M.S.TO TUBI F-pI0z3/4'S.M.S.0 Iz• I W/ HV LOCK 4 or l2S) I ro cuss ! AT EACH ANGLE_ O.C.RILL LENGHT. -- W,/ HV LOCK War 2 Tm'11 I /� (SEE SCHEDULE I i * 35* I N ON SHEET 11) 5 5 I �— -- -- — —... -- ---- — i --- - — �N� i 03 pm®m©•gym® 10 •QQm -� L.._ � __� ��..�� � HVB �*- 10• Ism©.©mQ.Qm © ® O`O O t0 O HVC HVA 1 m m 6 m$ ca .13 m POURED CONCRETE OR EXISTING GLASS G1A55 I CONCRETE BLOCK WALL _ OO•�m «Om +Q on // RE7- - $ml 8m 8 m �- ----- - T r 1 — I SYMMETRICAL * v• 7Q•Qm�.O7 .®m f GLASS r I N ( MSN.SEPARATION 8 •®mO9*Q3m19•©5 CLASS f ! 8m1 8m8 Tan class � CENTERMATES 6 L-� ro Goss �'� ©'© ©'© O`O 5 m mi L� W/ HV LOCK 6* OPTIONAL I (SEE SCHEDULE �, \ ©'® * --� (INTERIOR) I ®•®m O'©cn�' ON SHEET 1 I) MIN.SEPARATION , TO Gvss (5EE SCHEDULE I N OPTIONAL -- - ON SHEET 11) (INTERIOR) I O U T� -I ---'---"- ! t-CONCRETE ANCHORS d 3 VARIES ��V77 w ® o U T _ 6 1/2•MAX.SLACK HVD oUT] (CaERIOR) HVE HVF** FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC. CEN BERTHA HVT-M A■S.S A. Accordion Shutter System H.V.MADE#1 W/OR W/O H.V. WNW RADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EY.N OESCRVnaff DATE DRAWN BY: N.L. 6353 N.W.36N.SL,St..305,VIRGINIA GWNENS,iLORM 331 268AssW stron. Inc.Dri1 OLD 11-192 4/13/15 DATE: 4/13/15 o'• STATE OF 4268 Westroads Drive z Ph— (305)671-1530.Fax:(305)671-1531 DRAWING No f(DR`pP,.���: a-mdl:tMec5719 m West Palm Beach, FL 33407 3 15-085 S S% .....(�`Cj`NN•�` WALTER®A LLTr1 Jn.P.E. 4}�`4`` FLORIDA U..p 44167 5 SHEET i2i,�lA�i'P?f�E/DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK PO. HV MALE FEMALE "T" LOCKS CENTERMATES a TZa & LOCKERS U W 1 HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATION (f) HV BLADE our IN /_B='%G GLASS BLADE 0SLACK DETAIL H/F,NCTEO ON SHEET 6, - � HD CENTERMATES AS WELL AS UNINFERsk FLOATING BUDEa)DETAL NOrlwo, ©a®a©•OaOo.10•@�^ INDICATED CN THIS SHEET.M BE USED WITH TI°B ALTER 1 IrsrAa.ATtoN DUAL H/G Sn;OWN IN THIS SST. SEE END WALL CONNECTION—....� ��1Q ©•©a©.®„ DETAILS ON SHEETS 10 & 18 I ©•70•®u©•7O•®a ,x-iizi6,j::`Tixu; ; ,r- a©.® 35* Z ( 3 -- WlCHORs/CGNCRM' ' ----- (CPDONAL) OFM (47lID.r/x•s.us.m TUEE, NID:3/4•S.M.S.o Ix• 3 AT FJCH An6�DYP) 1 O.C.FULL LNCT. * i I I ' / �: 3Q HV nTrr IN PI\SH(il',._)_. _ IN PBISH(l>P•)''V. .�\ I "GLASS 1 5 ei 3 % LOCK (INSIDE) �..0 --3'L°�- --......_ o 4.H• -_ �_s_e \ n°igsgT 7, - - Z - - - - - - I r�..- - - -- - - 1- ® 5 -- `3/e• OUT -- 31 DR 32 33 31 DR 32 31 oR 32 * 35 *SEE NOTE 6 FOR W LOCK 3 Q i -'1/4" d-2D X 1 1/2" S.S.M_S. 4 --35 (I Hp,AU * W/ 7/8"0 x 3/32" WINGNUT. (aPn_mA1)HDB—HVB OUT HDC-HVC 7•LOCK,ON SHEET 5. HVG* W/ LOCK (EXTERSYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE) 26 SYMMETRICAL HD CENTERMATES W LOC INTERIOR 1'SERIES 94M ALUUIHVu IOR) -��5---� (2024-T3 ALLOW)LARGE FIANGE THIN a®a©•Oa®�10•®�` SHEET Nf,D BY BY 1 D070. WVJ •®a©•R:J'^©♦©a AS UFACTUFALFURED AVOEL p6RRY 10 TEXTORN,PAR5IPPENY,NEW JERSEY OR / ©•O a©a©•O•®a 07054 EQUAL. / --- a.®a Q•®mi®.@°')©•® 3 -- ({�T _"(D #SEE NOTES ON LOCKNG RDOG(21d HD®I—ON A¢Er S MN TRSAL RWnNG Iw�„c�OErNI NDO-NSn 6 vxl0 EOq A11 CDT,FDNAIFS APR:('.ATK1N5 Wrrx,AADEO HDD—HVD** FLOATING STACK 11T1 FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone TI4/Tij�� ®2015 FASWRN METAL SUPPLY, INC. .' BERTHA HVTM :_ A■S S■A. H.VAccordion Shutter System . BLADE#1 W/CR W/O H.V.WIN WV BLADE �l`/�* TILLIT TESTING & ENGINEERING COMPANY American, Shutter Systems ,N DESCRIPTION DATE DRAWN BY: M.L. TATE OF r Association, Inc. 1 QLD 11-192 4/13/15 DAtE 4./13/15 6155 N.W.36th.SL.Sta.305,VIRGINIA GARDENS,RDR6A 3J16 Ph°na (305)871-1530.FG.:(305)871-1531 4268 Westroads Drive 2 I.E. ,,..•�G\\``���� _j: ®tut_G I.mm West Palm Beach, FL 33407 3 -DRAWING -0006719 15- "'k, 085 /ONAL �.�� WALTER FLOWA uQSTu1siE S SHEET P.E. SEI�tJ�`I�NATURE/DAiE 6 9 OF 20 \ -POURED CONCRETE __ POURED CONCRETE _SOURED COFICRr1E POURED CONCRETE OR \/- / / /\ - OR CONCRETES OP.COFNCRETE CONCRETE BLOCK WALL i OR CONCRETE —1 ._.J _- ,! // REQUIRED / BLOCK WALL REQUIRE BLOCK HALL Rc'OUiRED r T ��` 7�` BLOCK WALL REQUIRED a,SnNG GLASS �j - -- I (� __.__ / r--E%(SnNG vv"LASS , K.NCRErt ANCRpx-� / / i - —-- :/ f / (\ / NG GLASS E%iSnN�CL4SS i 2 M!Nf ( %..- �. /^ / j % IRN.SEPARATION / / 7 ,� f�,' - - -S l/ / i, MLv. i i TO GASS SEE I / T I r i �... ( 6RN. LASS(SEE m i / i SCHEDULE oN SHEET / oases( / ;I, %j MHN LASS aON i , / Mi...SEPARATION /' /' I sHm '_D '' E:, i co r.,�ss(SEE ��• — ,1 FGR en>£OAAn ro class(SEE t i FOR EVADE®SHEET (EO 3'T6)CONTMAX.. _. ELAO ©&®SHEET I i / S"FOR MADE O ' ` __S BLM (LOCATE Ai tjtl -- : CDAND CN SHEET 19 FOR ALUM.CLOSER _— I OEDUL CN SHEET V SHEET 19 FOR I/2' I ON St4T 19 FOR EITHER SIDE �1 &® PLATE. (LOCATE 1/2' '� \ & T� ��& 0-O) AT EITHER SIDE M!N. X I I ---._ i 1 I 1,?MIN. -- OF®) +--- I ,—_ t j J}USE 1"OR 7.'tAl'(. MIDti T- #1Ox1/2 S.M.S. - -./' I + (AS APPUCABLE)x2'xt/5'xO' 2' #1Cx,/2' S.k.S. _ _J--- I6"D.C. ---- ----- 1/y -----— ALUMINUM CLIP ANGLE - Q 16'O.C. -- G ---- /� (6063-56 ALLOY)AT MIDHEIGH-r ��q�-- a --- (1) p #10x1/2'S.M.S.TO(3) (2)1/4.0 TAFCOLJS ANCHORS TO SEE DETAI.X FOR/ ~`®� WALL AT I"O.C.(LOCATE AT I /� �• 1 SIDE CONNECTION 1 OR EITHER SID_OF®) I`( OR 1 ICOR SEE DETAIL X FOR 1 (DOR ®• TO TRac<s -..I SIDE CONNECTION _ + ©w®w©.�a 8 0•�w SEE DETAIL X FOP- ®w7S � '®w f SLUE CONNECTION O ©"'�"'©'Q'0 1D•®w ® ®a 6 0 8•at�•®^ TO TRACKS / w 8 w10 I f0•®w©'�3w©•©w TO TR4CK5 1 10•®a©•�®'©w '-10•®°°©'®'©'©°• _ 10•®a©•I©a©•©w �._©•Oj .©w©.O.®w I_�•0.©w©.O.®w ®'I®a 1©•®'AQ8•®°' ®'®^.1©•®wOE•©w ®.©w�9.�w1®.®a®.® O•®wO•®w�•�•,®•® ©TA O END CONNECTION DETAIL 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL 0 END CONNECTION DETAIL 02 d•OR REQUIRED ONLY FOR SPANS GREATER THAN 12•-0' ! CONCRETEURED CONCRETE AL EXISTING GLASS ! CONCRETE BLOCK WALL - GLASS % REQUIRED / GLASS 04 —' -- ---EXtSTING 4 '. / MM.SEPARATION % #1(H�1/2"S.M. - D _ "'"""- { / E CLASS(SEE / ® 16' .c. ATO. LASSSEPARATION(SEE Y / 'v - - / SCHEDULE ON SHEET / ro CUSS(SEE _ �=1 `©OR®OROOR 11 FOR RADE(E)AND CONCRETE % � 1/2' MIN, SCHEDULE ON S EEI --{ l`------- - ---- CN SHEET 19 FOR ANCHOR ® _ _ 11 FOR RUDE OAND _� 0ORQOROR(0 CONCRETE -_.....--._.._� BLADES�&® 12 O.C. / J� SLA �&© @ ! __ _ OR'I ANCHOR I �- --__—_ '..>.. X _LIN. pR®OROOR / I EO Z•'MIN. /2'•MAV.j j ♦ SEE LIMRATIONS OF USE FOR VIEW Y I \0'- 1�ONSHEET 19 @OR130R(gOR�oR� J5DR ® PLAN DETAIL X POURED CONCRETE OR DR ` ©w®w©.pw® ,o.®w ©w®a©•Ow® '°•®" END INSTALLATION CONCRETE BLOCK WALL \ 10•®"�©•�©•©w -----� 1D•®A®•�®•©� REQUIRED - ©•O•©w©•O•®w n HV BLADE OR 16 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL SO END CONNECTION DETAIL© wQ•® FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC. �CENs`/T',/-= BERTHA HVTM A■SHS■A■ Accordion Shutter System - RV. BLADE#1 W/OR W/o KV.WINDOW MADE /J—'k_ American Shutter Systems .N DFSCRUMON DATE DRAWN Hr: M.L. TILLIT TESTING & ENGINEERING COMPANY STATE OF 2 6355 N.W.36th.57.,S,e.305,V3F. A GARDENS.E Rte,33i Association, Inc. , OLD T 1-,9z a/,3/,s Dare 4/13/15 '9•• Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING Na �� a-rtwD:ElLeee@eel.cvm West Palm Beach, FL 33407 3 5-085 Fs ••.....• �v�,o EB-0006719 WALTER A TILLIT Jr.P.E. 4 P.E. � 6''mtwxtfURE/DATE ROA Le.#44167 fi SHEET OF 20 SCHEDULE #1 SCHEDULE2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L—" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ SYMMETRICAI OR "L-° (ft.) FOR R "L-" (ft.) INSTALIA1lONS INSTALLATION .END * NOTES: CEIVTERMATES. ® & ®ar or INSTALLATIONS W/ S W SYMMETRICAL W/ ONE H.V. LOCK ® or ® or or & NITERM CONCRETE & WOOD (1) L+: MAXIMUM ALL0WABLE SPAN FOR A GIVEN HD LOCK ®W/ NO LOCKING RODS or- ONE HV LOCK or®or® & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. OR N! NO LOCKING L-: MAX.ALLOWABLE SPAIN FOR A GIVEN NEGATNE CEMERMATES & j W/ ONE Hb' T" W/ NO LOCKING RODS / MALL A, B, C. D, E, L!, NI, 0, F, 0, LOCK W o ® ODS MOUNTING F, K & L R. S, & V. A.S.D. DESIGN PRESSURE RATING. ® /TWO LOCKING RODS ® T0. & (SEE NOTES t,tt) ('/ALIO FOR MOuN71NG I7 BOTTOM SEE NOTES t,tF (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR /( SHEET 7) FLOOR/CEILING G H 1, I1, J CONCRETE&WOOD INSTALLATIONS V CONCRETE&WOOD MOUNTING i, U. W & X WALL MOUNTINGS (IOP/BOTTOM) OR FLOOR/CEILING: rucuUR yO.DESI yx,�yUy CONCRc'f-e & M &S PRESSURE DESIGN ��,GEyp, INSTAl1AnON5 A.S.D.DESIGN INSTALLATIONS GIVEN A POSITNE A.S.D. DESIGN PRESSURE RATING, P RVOTIOE WALL MOUNTING FLOOR/C7UNG PRESSURE WALL MOUNTING PRESSURE 6a 0 MOUNTING WIND & RMNG FLOOR/CEIUNG MOUNnNG DETERMINE MAXIMUM SPAY 'L+' FROM SCHEDULE. (Pa1-! GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (+ OR_) FLCCR/CEUNG MOUNTING (P•.aJ OR DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE. _ (+oR-) (+OR-) FLOOR ALL MOUNTING_ O MAXIMUM SHUTTER SPAN 'L+"OR "L-"FOR L 4 (n) L-(n) i i 1� -( L i ICU T-(ft) LFR L-(N 3O OR LESZ 16'-0" 16'-O"_ ifi'-0' 16'-0' _ 30 16'-0• 16'-0• _ 30 15'-0" 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10• 14'-10' 5'-2- 16'-0' 35 14'-10" IS'-10' 35 _ 15'-2° 1fi'-10' 105 psf.A.S.D. DESIGN PRESSURE RATING. M!NILIQM DETERMINED SPAN BETWEEN "L+'AND 'L-". 40 13'-10' 13_-10' 14'-2" 15'-2' _ _Q 13'-f0'_ 13'-10" 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MMIMUM SPAN FOR 45 _ 13•-1" 13'-1' 13'-4" 14'-3• 45 13'-1' 13'-1"_ _4_5 1_3'-4" _ 14'-3" 'I' HV CORNER CEN(TERMATE#3 MAY BE USED AT ALL COA!BINAl10N5 IN BESVEIN WALL MOUNTINGS 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 MOU411NGS: 55 11'-10" 11'-10" 12=1' 12'-11' 55 ,1'-10" IV-10" 55 11'-1• 11'-11 SHALL BE AS INDICATED ON MANDATORY CONDITION #r2 FOR A GIVEN POSf1VE A.S.D. DESIGN PRESSURE 60 11'-4' .11'_4_ 11'-7' 12'-4' 60_. II'-4' 11-4' 60 - 10'-2" 1 10'-,1' NOTE$5, SHEET 5. RATING: 65 10'-10' 10'-10" 11'-I• 11'-11 65 •10'-10' iD•-10° 65 9•-5" 10'-1" DETERMINE: 70 10'-6' 10'-6" 10'--9` 11'-� 70 10'-6" 10;-fi" 70 8'-9' 9-4' LR+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS.1_2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING -_ 75 10'-1" 10'-1' 10'-4' it'-1• - 75 10'-1' 10'-1' 75 - 8'-9' tt EXCEPT THAT MAXIMUM SHUnER SPAN "L+'OR INSTALLATIONS. 80 9'-10" W-10" 10'-0• 10'-91 80 9'_1C• 9•-1 a" 'L-'AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR FOR A GIVEN NEGATNE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-6" W-9' 10'-5' 65 9'--6• W-6" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" -9--3' -9'-_5'- 10'-1•- �-90 -- 9,-3, 3- SHALL BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING 95_ _9'-0' 8'-9' 9'-2' T'w 95__ 9'-0" 8'-9' L1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'•-9' 8'-4' 9'-0' 9'-7" 100 8'-9' 8'-4' LIMITED TO +64,-72 p...f. AND 8'-0" SPAM, SEE L2-= MAX. SPAN FOR FL00R/CEILING MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11' B'-9" 9•-4" 105 8•-7" --7'-11' I10 8'-4" 7'-'7" 8'-7' 9•-2" 110 B'-4" 7'-7" _ FINAL MAXIMUM ALLOWABLE SPAN is EQUAL TO THE ---115 5'-2_ 7'-3" B'-4' W-11 115 - 8'-2' - --7'-3• MINIMUM BETWEEN "L1+', •L2+; "L,-"AND "L2-' _ 120 B•-0•- 6=11 8'-2�- 8•-9" - -_izo- e'_a=__ -_6•-„• SEPARATION TO GLASS SCHEDULE 125_ _7'-10” V-8" B'-0" W-5• _12_5 7'-10" V-8" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM -- ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8" 6'-5" 7'-10" 8'-1" 130 7'-8• V-5" PRESSURE. RATING TO DETERMWE MAXIMUM ANCHOR WIND ZONE MINIMUM SPACING. 135 T=T--- 6'-2- 7•-5• 7•-9^- 135--- -7:-7• - -- 6:-2— SEPARATION 1ao T—s° +5�'-1' 7 T-6' i4o 7'-5• 5•-1, ASTM E-1996 145 7'-3' _7,-3' 145 7-35._9. TO GLASS 50 7•-Z• 7•_O" 150 7'-2" 5'-7•155 7'-0, -6'-9" 1557,_0, 5A_5" THRU 36'-11' 6'-7 160 -6'-11• 5'-2' 165 W-10" 5•-1' 7'-0' 6'-4' _ 165 170 6•-9` 4'-11' 6'-11 _ 6'-2" 170_ 175 6'-7• 4'-9• 6'-9' 6'-0" 1756'-7' 4'-9' —160 6'-6• 4'-8' 6'-8" 5'-10" - 180_ 6'_6'--- 4'_B' H V BLADE 6'- ' -7' S'-8' 1 B5 6'-5' 4'-6" 185 5" 4-6" 6• _ 190 6'-4" 4'-5" 6'-6' _5-6" 190__ 6'-,V 4'-5- 195 6'-3' 4'-3" 6'-5' 5'-5' 195 6•-3' 4'-3" 200 6'-2" 4'-2' 6'-4' S'-3" 200 6'-2' 4'-2" zos 6'-1' 4'-1' 6'-3" 5•-1' 205 e'-1' 41-1• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone a11,1,1H11L1IN,,,,,,' ©2015 EASTERN METAL SUPPLY, INC. ` BERTHA HVTM �. A:n<<ir'�% _ A S S A Accordion Shutter System q$ j� I L E C O N c. . . . . TLV.RfiDE , W/DR WHO 1{V. WINDOW MADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV. 6LG aCRUnaN 0.7E DRAWN BY:MM1Y. . ' 6155 N.W.36114.5L,Ste.SRS,Vlfi(.ROA CN✓LF76,FLORIDA SSI Association, Inc. 1 OLD 11-192 4/13/15 OATS: 4/13/15 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroaos Drive z DRAWING No r� Drive—.0;1 LeW®ocl.wm West Palm Beach, FL 33407 1 ' EB-0006719 4 15-085 f` WALTER A nwT Jr.RE FLORIDA Oe.6 44167 s SHEET twe'lffd"4MG �/DATE 6 11 OF 20 , MAu1MUM ANCHOR; SPACING tiD l SrHEDULE FOR A MEN MAX SHIER SPAN A S n DESIGN NEGAM PRESSURE RATIN(` ANDA CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGEND POURED CONCRETE SEE uoUMmtGs 0.F1 C,D MIO FM ON SKEET 6 POURED CONCREIIVCONCRETE BLOCK TAPCON OR 5Pµ A WALL HEADER inRG A WALL NF SER MaUMiNG SyAI,4 HEADER MOUNTING D'HALL SILL OUNIING --@ WALL SILL OUNTiNG C&F WAIL HEADER/S'.LL TAPCON Wlli ADVANCE[) C� W/ W/ 4 HUNTING THREADFORM TECHNOLOGY (St) Aso.DES"WAVE PWSM MW If kSS.DOM AMME Pf4S M RAT8i0 WWD.Li597,ti:6Ahf AR39SsE 8484; 0.OEM NEC.VM PRESS7RE RA7910 Aso.OP_'GN t�C4itvE P WING 7,.59.!k50 NOrATNE P PR2:0 ALL POINTS SOLID-s'c-T 30 40 60 75 90 120 160 205 30 40160175 90 120 160 20.5 30 40 60 75 90 720 160 205 30 40 60 75 90 1Z0 160 205 30 40 60 75 90 120 iso 205 30 40 60 75 90 tYJ 160 205 BLUE TAP 6 14 12 Ito 1 9 8 8 b 6 t4 72 70 9 8 8 6 8 t} 72 t0 9 8 8 6 - I4 12 10 8 8 H 6 55 8 8 8 8 8 8 7 5.5 14 12 f0 9 8 8 6 6 14 12 to S 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 -8 8 6 6 14 12 to 9 6 8 6 0 8 8 8 8 a 8 8 6 TAPPER+ 7+ 12 10 8 8 8 6 5 14 12 10 9 8 8 6 6 14 12 td 9 B 8 6 b 14 12 10 9 8 8 6 3 14 12 10 9 8 8 6 6 8 S 8 8 8 8-9.6.5 74 12 10 9 B 8 6 6 -14-'12 10 9 8 B 6 6 1} 72 10 9 8 B 6 6 14 12 10 9 8 8 6 - 14 12 10 9 8 e 6 6 8 8 8 8 8 8 8 7 14 12 10 9 6 8 6 4 14 I2 10 9 e 8 6 6 74 12 10 9 B 8 6 6 14 12 10 9 13 7-==14 12 10 9 8 7 5.5 - 8 6 8 8 8 7 5.5 4 d`-D• 14 12 t0 9 8 8 S { 74 12 10 9 8 8 6 6 14 12 ,0 9 8 8 6 6 14 12 10 9_ 8 8 5.5 14 t2 70 9 e 8 6 6 H B 8 8 s 8 B 8 14 12 10 9 8 8 4S - 14 12 10 9 B B 6 4 14 12 10 9 8 8 6 6 14 12 ,0 9 e ,4 12 l0 9 8 0 6 8 8 8 8 8 8 fi.5 5 14 12 t0 9 8 8 S 4 14 12 10 9 0 8 6 6 14 12 10 s e 8 6 j 6 t4 t2 10 8 8 8 - 14. 12 to 9 8 8 6 - 8 8 B 8 8 8 7 5.5 ,4 12 10 9 8 8 4.5 - 14 12 10 9 8 8 6 3S 14 12 10 9 8 8 6 a 14 12 10 9 7.5 - - - 14 12 711 9 7.5 55 - - 8 8 8 8 7.5 5.5 4 3 *SEE ANCHOR 14 t2 10 9 H 8 4.5 _ 4 12 ,O 9 8 8 6 35 14 12 10 9 8 8 6 6 14 12 ,0 9 8 7 _ - !4 72 10 9 8 8 b 8 8 8 8 8 8 B 8 SPECIFICATIONS 14 12 t0 9 8 5.5 - - 14 12 TO 9 a 8 4.5 - 14 12 10 9 8 8 6 5 14 12 10 9 8 3 - - 14 ,2 10 9 8 7 _ 8 8 8 8 B 7 5 4 14 12 10 9 8 8 4 - 14 12 10 9 0 B fi 3.5 14 12 t0 9 8 8 6 6 14 12 10 9 8 - - 14 12 t0 9 B 7.5 - 8 8 8 B 8 75 55 d ON SHEET 13 14 12 /0 4 8 55 3 - 14 12 10 8 8 8 4,5 T4114 12 10 8 B 8 6 6 14 12 9S 7.5 4 t4 S2 9S 75 6.5 3.5 - - 6 8 8 75 6.5 4S 3.5 7- -a 14 14 12 10 9 8 SS ,4 12 10 9 B e 4.5 12 10 9 8 e- 6 6 14 12 10 9 8 4 - - 14 12 10 9 B B 4 _ 8 e 8 8 8Y4 t2 10 9 J.8 3 - 14 12 10 9 8 8 t2 S0 9 8 B 5S 3S ,4 12 10 9 d5 - t4 72 ,0 9 7S 4 - - 8 8 8 8 7.5 5.5 4 3 14 12 10 9 e 5 - 14 12 10 9� 6 B 4 12 10 9 6 B 6 5.5 14 12 10 9 5 - 14 12 10 9 8 4.5 8 8 6 4.5 14 12 10 s 8 4 14 12 10 9 8 6S 3 - Si 12 10 9 B 8 6 - 14 12 8 4S - - 14 12 B 6S 5.5 - - 8 8 B 65 5.5 4 3 Ti 12 10 9 8 14 12 t0 9_ 8 65 3 - 14 12 10 8 B 8 6 - 14 12 10 9 6 - 14 12 10 9 8 7 - 8 8 8 B 8 8 7.5 6 7-0• 14 12 10 9 4S - - 14 12 10 9 8 4 - 14 12 10 9 8 7 4 - 14 12 10 5.5 - - - l4 12 10 B 6.5 - - - 8 8 B e 6.5 5 3.5 14 t2 ,0 8 75 .75 - - 14 12 10 -i 8 b - 14 12 t0 9 H H 6 - 14 12 10 6 -- - ^ 14 32 t0 8.5 7 - - 8 8 8 a 7 5 4 14 12 10 9 5.5 3 - - 14 72 10 9 8 4.5 - - 14 12 10 9 8 8 - -_ 14 11 7 - - - - 14 71 7 5.5 3.5 - A�a B 7 55 4.5 3.5 _. .... B,^0• 14 12 t0 9 to 4 8 4S - 14 12 10 9 8 8 - - t4 12 16 -7 4 - 14 12 t0 8 8 3S 6 B 8 4 T 4 =11'- 14 14 12 10 5.5 J - - - /4 ,2 f0 9 8 - - 1S 12 10 9 8 5.5 - - 14 12 @5 3 _ 14 12 8.5 7 4B 8 7 5.5 4 3 ♦SEE14 12 70 9 5 - 14 12 10 8- 6- 4 _ - 74 }2 10 9 8 8 _ 14 !2 9S - - - _ - l2 8.5 7.5 4.5 - 8 8 7.5 6 4.S - - 9LA 14 12 t0 6.S 4.5 - - 14 12 10 9 7.5 - - 14 12 10 9 H - 13 9S 4 - - - - ,3 4.5 6.5 5 - - - - 8 0 6.5 S 4 3 - - g,-D. 14 12 10 85 4 - - - N 12 10 9 7S - - 14 12 ,0 a 8 - - 14 12 10 5 - - - - id 12 10 9 SS - - 8 8 a a 8 8S 6 3 _. -_, !4 12 8.5 4 - - - 14 72 SO 9 4.5 - - - 14 12 1D 9 7.5 - - l4 75.5;.5 - - - t4 71S 7S 6 - - - - 8 8 7S 8 5 14 12 10 6 4 - 74 12 10 9 7 ^ 14 12 10 9 8 - - /4 12 5 - - - - 14 12 8 6S - - - - 8 B B BS 5.5 4 - 14 S2 9,5 5 3S - - - 14 12 t6 9 5S - - 74 t2 10 9 8 - - - 1.5 85 - - - - i5 SS 5.5 - - - - - 8 8 55 4.5 3.5 - - 10-0' 14 12 9.5 5 3.5 - - ib ,2 10 9 5.5 - - - 14 72 10 9 8 - - _ ,4 12 7 - _ - ^ 14 12 70 7.S 5 - - - 8 -B e e 8 75 4S l4 12 SS 3 _ - 14 12 t0 8 3 - 14 72 10 9 g - 14 OS 3 - - - - 14 ,OS 7 3.S - - - - 8 8 7 SS 4.5 3S 74 72 9 4S 3 S4 72 ,0 9 5 ib 12 t0 8 8 -,4 1, - - - - - ,4 1, 7.5 - - - - - B H 7.5 0 5 - - id 12 7 - - - .. 14 12 10 - - - - - ,4 12 10 - - - 0.5 8 - - - - - 0.5 8 5 - - - 8 8 5 4 3.5 - - il`-D� 74 t2 7 - - - - - !4 t2 10 - - - - 14 12 t0 _ _ 14 12 5 - - _ - 14 /2 10 - - - - 8 8 8 8 8 7 S5 = 14 12 4 - - - -_ 14 12 10 - _ - ,4 12 - - 2S 9S.�-.. - - _ - _ 2.5 9.5 6 - -- - -8 8 6 § -4 I '3 t4 12 6S - i- - t+ 12 30 - - - 14 12 10 - - - - 3S 10 - - - - - 74 i0 7 - - - - - 8 B 7 SS 4.5 - - 1A 12 5.5 - - - - I4 12 10 _ - - - 14 12 10 - - - - - 9.5 7 - - - - - 9.5 7 3.5 - - - - B 7 4.5 3S 3 - - 12`-0.14 12 5.5 - - - 14 12 10 -I- - - - 14 12 10 - - - 14 12 4 _ - - ^ 14 12 10 - - - - 8 8 8 0 14 72 3 - - 1i t2 8 - - -__- 74 i2 10 - - - - iS 89 - _ - - - - 1S 8S 4 _- - - - 8 8_ 5.5 4S 4 14 12 5 - - - - - 14 12 10 - - - - - 74 12 10 - - - - - 2.5 95 - - - - - 3.5 9.5 4.5 - - - - - 8 8 5 5 4. - - y/A \ HV BLADE OR (� 1 (JR/ BLADE DC" 34 12 - M 14 12 - - - - -' ,4 22 - - - 9 4.5 - - - - 9 OS = - - - - 8 6.5 4.5 3.6 3 - - - 1 i {�Y Q Fl ll L. (A T j C3 y G3L..11 C.14 1214 12 - - - 14 12 - - - - - ib 12 - 14 12 - - - - - 8 8 8 8 8 45ib to _ - t4 12-- - - - - ^ id 12 - - - - 0.5 SS - - - - - 04 8 - - - - - _ 8 H 5 4 3.5 - - 14 12 - - _ 14 12 - - - - ^ 14 12 - - - - - NFL - - - - - iS 05 - - - - _ 8 8 5.5 4.5 - - - - `•1 1S+'V i^iV WII'{{IOAWI BLADE A' 14 12 _ _ - _ _ .- 14 12 _ - _ _ ^ 14 12 _ - _ _ - - g 3 _ _ _ _ _ g g _ _ _ - _ B 6 4 3 - _ _ _ WORKING IN UNISON ` 14�-0',4 S2 - - - - - t4 ,T - - - - 14 12 - - - - - 14 9 - - - - - 14112 - - - - 8 8 8 vta ,q 7 - - 14 72 - 14 12 - 10 4 - - - 10 7.5 - - - - 8 7.5 5 4 3 - - td 11.5 - _ _ - - 74 i2 - - _ _ 74 T2 - _ _ _ - - 05 f _ _ _ _ _ 9.5 g _ - _ 8 5 4 14 _ _ _ _ _ _ 14 _ _ - - - _ _ 14 _ _ _ _ _ 7.g _ _ _ _ _ ., 7�r _ _ _ _ - ),g 5.5 3.5 3 15-0�ib _ _ _ _ _ _ 74 _ _ _ _ _ 14 _ _ _ _ _ _ t4 _ _ _ _ _ _ _ �y _ _ _ H 8 8 14 _ 14 - 14 - _ g _ _ - g 4S 3.5 14 - - - - _ 74 - - - ib - - - - - - 10 - - - - - - - 10 - - - - - - ,4 - - - - - S4 - - - - 1'1' - - - - - 7 - - - - - 7 - - "' - - 7 5.5 3.5 - - - _ !6-O� 14 _ _ _ _ '" 14 - - _ _ - 74 _ - _ ^ 14 - - _ 14 _ - _ - .. 8 8 t4 - - 74 - - I4 - - 8 _ - - 14 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 7J/7j// ©2015 EASTERN METAL SUPPLY,INC. °•���RA . / BERTHA HVTM Accordion Shutter N:. Hv BLADE wow IL ECO iA S■ ■A American Shutter Systems �,.r+ ocsc9lPnoN gA7E 9RnwN fir:'I TILLrr TESTING & ENGINEERING COMPANY Association. Inc. , OLD 11-192 4/13/15 O F 44/13/15 S7A7E 6355 N.W.360x.St.,Sts.505.V-qC W GYtoMs.FLOPMA 3316 Ph-:(305)871-3530.Far;(JO5)871-1531 4268 Westroads Drive ES- 6719 2 DRAWING No _-i:Uft-6a 1-M West Palm Beach, FL 33407 3 �_9 /� a5+`.....•• 'C?,`\\` WALTER A.nLLrr Jr.P.E. + _ .LORIOA Uc.#44'67 5 SHEET P.E. `Ef�+yt81{CN111�1REjdATE 6 12 OF 20 MAXIMUM ANCHOR* SPACING (jpeLSCHEDULE FOR A GNEN MAX. SHIER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S D DESS N NECATM PRECCIIRE RATING AMD A CORRE-) DING M�NG TYPE FOR WNCRETF OR COIti� E BLOCK INS IIA h (SEE MOUNTINGS c,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURS)CONICRIENE/00NME BLOCK POLKA)CONCRETE (A) TO EXISDNG POURED CONCRETE(Min.Ye-3 ksi) UkWAII1 QE WALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.N. BUI'UDEX.(Mn.f c =3 ksi) SPAN ANCHORS SP_AC_I_N,IFGEND - 1/4'0 x 3/4•ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY CO.PANY.(Min. rc=3 ksi) (R) 'MOT NNW FOM RCM .OEM M1EGUIYE PRIMA RA101G(tsl OT90N IEGONE Pt✓mlFNE RATING(psD - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC_(Min. fc=2 ksi) 30 40 60 75 90 120 160 205 30 40 60 75 90 120160 205 30140160 7,9190 120 160 205 TAPCON OR - 1/4-0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIB=. BY ALL PO!NTS SCREW,BOLT&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYTcMS ASSOCIATION,:LNC. 14 12 10 B 8 8 6 SS 14 72 10 9 8 8 6 6 14 12 10 9 8 8 6 6 THREADFORM TECHNOLOGY (Min. rC=3 ksi 3•-0" j4 12 10 9 8 B 6 6 14 12 10 9 8 B 6 6 14 12 70 B e 8 6 6 ALL POINTS SOLID-SET ) OR 14 12 10 9. B 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5 BLUE TPP W CPP NOTES: 14 12 10 9 B 8 6 7 14 12 10 9 8 B 6 6 14 12 f0 9 6 8 6 6 / At) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WTH ADVANCED THREADFCRII TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 e 7 55 3.5 14 12 t0. 9 8 e 6 6 14 12 1D B 8 0 6 5 TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TPP W/CAP ANCHORS IS 1 1/2'. 4•-0' 14 12 10 9 B 8 6 6 14 12 10 9 8 B 6 6 14 12 10 9 8 8 6 '55 14 12 10 9 B B fi 4 14 12 t0 9 B e 6 4.5 14 12 L 9 8 8 4 7.5 A2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 6 5.5 14 12 10 9 8 B__6 4.5 INTO STUCCO SHALL BE PERMITTED.1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/'e'LONG M!NIMUM SHOULD STUCCO EXIST.AND 14 12 10 9 7S 5.5 J.5 - 74 12 f0 9 e 8 6 5 14 12 10 9 8 7 55 4 •sEE u AT.ONs OP 0sc FOR i'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 6 14 12 10 9 8 B 6 SS 14 f121 9 8 8 6 4.5 eLADE SA dv SHOE 19 5•-0" 14 12 10 9- 8 7 4 - 14 12 10 9 8 b5 5 SS 14. 8 65 5 35 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE D6STING WALL OR FLOOR, 14 12 10 9 e 7.5 4.5 - 14 12 t0 9 8 8 5 4,5114 9 8 6 4.5 .75 ANCHORS SHALL BE LONG ENOUGH TO REkCH THE MANN STRUCTURE BEHIND SVD WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON f4 12 6.5 75 6.5 4.5 - - 14 12 10 9 8 74 55 4 14 9 B 6 4.5 3.5 NOTES A7)&AZ)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.. FOR 6-0" 14 12 10 9 B 8 6 14 12 l0 9 0 B 6 5 14 9 8 6.5 'S 3S INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 55 3 14 12 10 8.5 7 5.5 4 3 14 6.5 55 4 3 14 12 10 9 8 6 - - 14 12 ,0 9 8 65 5 .75 14 BS 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 6 6.5 5S 3 - 14 12 10 9 8 65 45 3.5 14 B 7 5 35 3 1/4"0 TAPCOH OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED EY I.T.W. BUILDER. 14 72 10 9 B B - - 14 12 to 9 8 7 5 4 14 9 7S SS 4 3 - 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COM?ANY14 12 10 B 6.5 4 - - 14 12 9 7.5 b 4.5 3.5 - 14 _5.5 4S 3.5 - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 1 4'0 TAPPER+ANCHORS!S MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 8.5 7 4 - - 14 12 10 9 7.5 55 4 - 14 12 9 7 75 45 - _ / f4 11 7 55 45 - _ - 14 12 10 9 7.5 55 4 14 12 9 7 6 45 3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 6•-0• 14 12 10 8 8 6.5 - - 14 12 10 9 e 6 4 - 14 12 f0 0 6.5 5 3.5 - NOTES: 14 12 BS 7 5.5 3 - 14 12 8 6.5 55 4_ 3 - 4-T2 6__5 4 4 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 9S 75 6 - - - 14 12 9.5 8 63 5 - - 14 12 8 6 b.5 4 - - wrni ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 91 65 5 3.5 - 14 12 10 8 65 5 - 14 12 B 6.5 5 4 14 12 10 9 B - - - 14 12 10 9 75 4.5 - - I4 12 B.5 7 SS 4 9•-0' _ B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'AL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.5 7.5 6' 4 - - 1'4 11 7 55 5 3S _- - 11 8 55 45 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 OS 4.5 - - 14 12 0S 7 5.5 4 - - 14 105 7 5.5 6 45 - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 17.5 85 5.5 4 _ ,4 12 9 7 6 45 - - 14 11 7 5.5 45 3.5 10•-0" 14 L2 10 9 7.5 - - - 74 12 10 a 6.5 5 - - l4 12 B_ 6 5 4 - - B.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EX!SDNG WALL OR FLOOR, 14 10.51 7 1 5 13.5 1- - 13 95 6.5 5 4 3 __ = 10 75 5_ 4 J _ _ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 II17,515Z - - - - 14 115 9 6 5 4 - 2S 95 6 5 4 4 NOTES 8.1)& B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT MEFAL STUDS CONSULT THIS ENGINEFIR. 0.5 8 5 14 12 8 fi.5 5.5 4 - 13 10,65 5 4 3 FOR INSTALLATION INTO BLS WITH METAL STUDS SEE SHEET 20. 11•_0• 14 12 10 - - _ - 14 12 9 7 6 4.5 - - 14 105 7 55 4.5 3.5 - _ 25 95 5 _ - 72 9 s a.5 4 3_ 9 7 4.5 ].5 7 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 10 7 - - - - - 14 10.5 7 SS 45 - - - 1.5&5 55 4.5 3.75 - - - 9.5 7 4.5 - - f4 115 7.5 8 5 - 12 9 6 4.5 4 - _ (D) SEE SCHEDULE BELOW FOR EDGE OISfANCE(E.O.)VERSUS SPACING RElATI0N5HIP FOR ANCHORS. 72•-0' 14 12 10 - - - - - 14 12 a 6.5 5.5 - - - 13 10 6S 5 4 - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 11.5 AS 4.5 - - - - 11 8 5S[5.5 75 - - - 8 6 4 3 - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 1J.5 9S fi - - 13 95 fi.5 4 OS 8 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 fi5 - 14 10.5 7 4.5 - 11 8.5 55 4.5 3.5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS TFNAp MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13•-D' 14 12 - - - - - - 14 11.5 7.5 5 _ - - 12 9 6 4.5 4 _ _- FACTOR - 10 75 5 3 - - - 7.5 55 4 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER t 25 BS = - _ - - - 12 9 6 4 - - - 95 7 5 4 - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP 8 6 - - - - - - 13 95 5.5 - - - - 0.5 75 5 4 - - - - t HV BLADE 0 DICTANCE THREADFORM TECHNOLOGY MIN.SPACING 14•-O" 14 12 _ - - 14 105 7 - - - _ 11 85 5S 4.5 - - - - E.D. MIN.SPACING=3- MIN.SPACING n 3• MIN.SPACING=3 1/2' MIN.SPACING= 3" 3 3/4' 4' 10 75 - - - - - - 9 7 4.5 - - - - 7 5 35 3 - - - - HV BLADE W POURED CONCRETE& pa 0 arraEte gpYppE snot POURED CONCRETE& POURED CONCRETE&poLIED CONO&IE CONCRETE MOOt 1.5 8 - - - - - - 11 8 5.5 - - - - 9 65 4.5 - - - - - i HV WINDOW CONS E0.YTE � LIN.ED.=3 1/Y MNL ED.- 1/7 CONCNTL RETE LOCK C CRETE /27 MR ED,37 wN FD.=3 1/2'MK EA•2 I/Y 7.5 - - - - - - - I2 9 6 - - - - - 95 7 45 - - -- - - 3' 1.0 0.911 1.0 D.-3 1D 0.64 1.0 14 _ _ _ _ _ _ _ 3.5 10 6.5 - - - - - 0.5 e• s - - - - - BLADE WORKING -- -- 9 - - - - - - - es 65 4 - - - - - fi.s 5 3 _ _ _ _ IN UNISON ♦ 2,/z• - o.s, ,.o - - 0.67 1.0 10 - 0.5 B 5 - 8S 8 4 2' 0.71 - - 0.51 - 7 - - - - - - - 1.5 BS 5.5 - - - - - 9 6.5 45 - - - - - 14 - - - - - - - 2S 95 s - - - - - t0 7S 5 - - - - - 1 3/4" - 0.91 - - - 0.43 16.-0" 8 8 6 4 6 45 3 1 1/2 0.35 - 0.35 - - - - 9.5 7 5 - - - - -1 B 6 1 4 1- - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane p,:TIL[/"''A/, ©2015 EASTERN METAL SUPPLY, INC. Q` �••�ENSF'�9 BERTHA HVTM _ A N e. ■ ■ ■ S S A Accordion Shutter Syst11LIECOem i ■ H.V. MADE#1 W/OR W/o H.V. WNDOW RAM TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REY.No LIESCRIF ION DATE DRAWN BY: M.L i STATE OF :�cr,` 6355 N.N.]fiN SL.Ste.305,VY GWA CAROTIS,FORM]]1 Association, Inc. , OLD 11-192 4/13/15 DAM4/13/15 Phone:(30.5)871-1570.Fox:(305)871-1531 4268 WestrOads Drive z DRAWING No O,�•,• DR ���� rmail:UHeceOeal.com West Palm Beach, FL 33407 3 F Q� EB-0006719 15-085 ''n,7SS10NA��aAAA` W�A u 8 441 P.E. s P.E.�SE7kLI��1��JATURE/DATE 6 -- SHEET OF 20 MAXIMUM ANCHOR! SPACING (in,j SCHEDULE FOR A (1VFN 1(AY SHIrTTFR SPAM ASD DESIGN NEGATIVE PRESSURE RATING ANp A CORRESPONDIN MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTA I ATIOh (SEE MOUNTNGS I,J,K&L ON SHEET 7) POUND CONCRETE POURED CRETE BLOCK- - ANCHOR PA IN FEND 1 Auc avER& t JNICH MA)atlUL JQ RAINGUARD MOUNTING QK WALL/f100R MOUMING ©WALL/WALK OVER MOUNTING TAPCON OR (R)SpM ASD.CEM NMW W✓�,TE R.0'91C D.DOM hTWNE PRE41N WING(psA.S.D.OEM HE80NE PRE5RV .DESIGN WGUW P9ESLFE NTNG( TAPCON WITH ADVANCED 30 401 60 75 90 120 160 205 30 140 BO 75 190 1120 160 205 30 a0 60 75 90 120 160 205 30 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY 14 ff110 9 8 e 6 6 12 12 12 12 12 15 eS 6.5 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5ALL POINTS SOLID-SET -0" 14 9 B 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 6 5R U3 14 9 8 B 6 6 12 12 12 12_ 0.5 8 6 4.5 ) 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 BLUE 7AP 14 9 8 6 6 6 12 12 12 12 12 10 75 6 7 7 7 7 1 7 7 1 7 7 5 5 5 5 5 5 5 5 Th PERI /4 12 10 9 0 8 6 8 12 12 12 12 1S 83 65 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 { 4-0 14 12 10 9 B 8 6 6 12 12 12 I2 12 9.5 7 5.5 7 7 7 7 7 7 7 7 s 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 9S B 6 45 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 14 12 10 9 B 8 6 6 12 12 12 12 10 7S SS 4 7 7 7 7 7 7 7 5.515 5 5 5 5 5 5 5 14 12 10 9 8 B 6 6 I2 12 12 11 9 7 5 4 7 7 7 7 7 5S 4 3 5 5 5 'S 5 5 4 3 5,-0. 14 12 10 B B 8 6 1 6 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 B 0 8 6 12 12 9.5 73 8 d.5 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14 12 10 9 8 8 6 6 12 12 12 95 B 6 45 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 4` SEE ANCHOR 14 12 10 9 B 8 6 K12 1.5 9 7S 5,5 4 J 7 7 7 7 7 4.5 JS - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS L4_12 10 9 8 8 6 12 10 B 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 6'-0' - _ ON SHEET 13 12 10 9BB 6 86 5 4 3 7 7 7 7 7 55 4 5 5 5 5 5 5 4 3 14 12 10 9 B 8 6 10 B 65 575 - 7 7 7 7 7 6 4.5 - 5 5 5 5 'S 5 4514 12 10 9 8 B 6 10 a 8.5 5 3.5 - 7 7 7 6.5 5.5 4 5 5 5 43 14 12 10 9 e 8 6 12 B.5 7 5 4 3 7 7 7 7 7 7 7 fi 5 5 5 5 5 5 5 5 14 I2 f0 9 8 8 6 65 5 ;.5 3 7 7 7 7 fiS 5 J 5 5 5 5 5 5 JS14 I2 t0 9 8 B- s BS 7 s.3 s- - 7 7- 7 -7 8 - - 5' s 5 5 5 5 a - VALID ONLY FOR UP TO +70, -75 L4- tz to 9 B as 7 s.5 4 3 7 7 7 55 45 3 - - s s s s_a.s_ 3.5 -_ - PSF A.S.D DESIGN PRESSURE 14 12 70 9 8 OS 7.5 fi 4.5 3S - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 6'-D' 14 12 10 9 B 6 - 12 9 6 4.5 4 J = - 7 7 7 7 55 4 - 5 5 5 5 5 4 3 - RATING & FOR SPANS PER 14 12 10 9 B U.N.B - 12 11 7S 6 5 .75 - 7 7 7 7.5 6 43 - 5 5 5 3 s 4.5 - _ SCHEDULE �{3, SHEET 11 14 12 10 9 B B - 12 1S 7S 8 5 35 - 7 7 6.5 5 4 5 5 5 5 4 3 _ 14 12 10 B 8 8 _ 12 12 9.5 6.5 55 4 3 7 7 7 7 7 7 6 3 5_ 5 5 5_ 5_ 5 5 14 12 10 9 8 8 0.5 8 5 4 35 - 7 7 7 6 5 3S - 5 5 5 5 5 4 .3 _ 14 12 10 9 8 8 - 12 10 6.5 5 45 - 7 7 7 65 55 - 5 5 5 5 5 4 14 12 10 9 8 B 12 0.5 7 5.5 45 3.5 - 7 7 55 4S JS - _ 5 5 5 4.5 JS_ - - 10-0'14 12 10 9 B B 12 11 BS 6 5 3.5 - 7 7 7 7 7 7 45 5 5 5 5 5 5 5 45 14 12 10 9 8 8 9.5 7 4:5 3.5 3 _ 7 7 7 5.5 4S - _ 5 5 - 14 12 10 9 8 e - I2 9 6 5 .4 7 7 7 6 5 5 5 5 4.6 5 14 12 10 9 8 B - 12 9.5 6 5 4 3 7 7 5 4 3 _ 5 5 5 4 3.5 1 1•-0'14 12 10 9 B B -- - 12 10 .7 55 45 3.5 7 7 3.5 5 5 5- 5 5 5 5 _4 //��\ 14 12 10 9 8 8 - - 8S 65 4 J.5 7 - . ` I J H V BLADE ONLY I4 12 10 9 B e - - 11 a 55 4 - - - - 7 7 7 55 4S - - - 5 5 5 5 4S - - - 14 12 10 9 8 15 1 .5 5.5 4.5 3.5 - 7 7 4.5 3S - 5 5 4.5 35 3 14 12 10 9 8 - - - 12 SIS 6.5 5 4 3 - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4S 3S 12-0"14 12 10 9 e - 8 6 4 3 _ 7_7 SS 4S 3S - 5 5 5 4S 4 3_ _ 14 12 10 9 8 - 10 7.5 5 4 7 7 6 5 5 5 5 5 4 14 12 10 9 8 - - - O5 B 5 4 35 - 7 85 45 3S - 5 5 45 35 3_ 13,-0"14 12 10 9 8 - _ -_ 15 8.5 6 4.5 3S 3 - - 7 7 7 7 7 ;S - 5 5 5 5 5 5 q.5 3.5 14 72 10 9 8 7 55 3S 3 7 7 5 4 J _ 5_ 5 5 4 3 14 12 10 9 8 9 7 4.5 .73 - 7 7 SS 45 - 5 5 5 4.5 4 14 12 10 B - 10 7S 5 4 3 7 6 4 J 5 5 4 3 14•-0.14 12 10 9 - - - - OS 8 5.5 4 3S - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 9 _ - 65 5 3 7 7 5 3S - 5 5 5 4 14 12 10 8 - 85 65' 4 7 7 5 4 5 5 5 4 T441 70 - 9 7 45 3.5 3 7 5.5 35 - 5 5 3.5 3 15•-0 10 - - 10 75 5 4 3 - - 7 7 7 7 7 35 - - 5 5 5 5 5 5 4 3 f0 - 6 45 3 7 7453 5 5 4.5 3.5 - 10 --I - - - - 8 6 4 - - - - - 7 7 5 - - - - 5 5 5 4 - - - 14 12 70 - - - - 85 65 4 3S - 7 5.5 3.5 - 5 14 12 10 - - - - - SIS 7 45 7.5 3 - - - 7 7 7 7 6 3 - - 5 - 14 12 10 - 6 45 3 7 6.5 4 5 5 4 75 - 14 12 10 - - - - - 75 55 .75 - - - - - 7 7 a5 - - - - - 5 5 45 - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A. r/ /// ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM *; Z�7TI cordion Shutter SystemLE O NA■S■S■A. H.V.HVBLADE#1 W/OR W/0 H.V. WNOW BLADE7 American Shutter Systems iEV.Nc DESCRHmoN DATE DRAWN Br: M.L TILLIT TESTING & ENGINEERING COMPANY STATE OF 6155 N.M.3Association, Inc. 1 OLD 11-192 4 IJ/15 DATE 4/13/15 ••, 6th.SL,Ste.305,VW?GM GARMS,FLMDA 3316 / OR'DP \;: Plane West Palm Beach. F:(305)871-1570.Fa::(305)871-1531 4268 Westroads Drive z DRAWING NO e-mea:cTcoem.�m FL 33407 J ••......•• EB-0006719 15-085 NAL ENG�``�` WALTER A. I @ J,P.E. FLORIDA5 P.E. SEAtJ'3�(ldAr'UI��/DATE SHEET s 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (P.M.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE ASD DESIGN PRESSOR RATING ANDA CORRESPONDING MOU"NG TYPE (SEE MOUNTINGS ON SHEETS 16& 17). :EH3 u B �H3TF=:-:'ATE SOUTHERN PINE No. 2 19 MIN. G=0.55, SPRUCE PiNE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE / 1/2" MIN. COY. DOW MIN.1 13=055, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN. G=0.50 W/ MIN. G=0.43 W1 MIN. G=0.36 sawv(r.) 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 8.0. Wal MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & 0 S&v S &v S&v omww,E ffima 9F10 W 8901mx FKSFE%14 N%GKA--- - - -A OW hWE -- _ _ (� nsG1 xsa1F tle9x aatz rFu1 � mGr u-wrE ex�x EBF hal uscl IIUWrE 711�ff ra3a t� TE9Y Na11E�Rcrfi Tp1 .0911 NsutiE RF.F£Mrc�1 u9sf ts1r.E Hera aDG 9 CERM N6972 ffM9 x�cT'Tc jrl U1 Dm1aw:,E rT>aFE Rms¢s) 30 40 60 75 90 105 30 40 60 75 90.105 30 40 60 75 90 W 30 40 _-75 90OS 30 40 60 75 90 05 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105130 40 60 75 90 10530 40 60 75 90 05 '-0-OR LESS 12 10 10 9 8 8 6 E 6 6 6 6 12 10 11019 8 8 6 fi 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 12 12 4=0' 12 10 10 9 B 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 E 6 12. 10 10 9 8 B 6 6 6 6 6 6 6 5 4 4 4 3 12 12 72.12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 B B 6 6 6 6 fi 5 12 10 10 9 8 7 6 fi 6 6 6 5 6 5 4 4 4 3 -1-2-12 12 12 12 12 12 12 12 12 12 12 12 72 12 12 12 0.5 6'-0' 12 10 f0 9 8 6.5 6 6 6 6 5.545 12 10 10 9 0 5 6 6 6 .5 5_4.5 121010 9 6 3.5 6 6 E 6 5.4.5 6__5_ 44-3.5 - 12 1212 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 12 10 10 9 6.5 4 6 E fi .5 4.5 4.1210 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 5 5 4 4 - 12 12 12 12 12 12 12 Ti 12 12 12 10. 12 12 12 0.5 8.5 7.5 B'-0' 12 10 10 7.5 4.5 3 6 E 6 5 4 3.5 12 10 10 6 3.5 - 6 fi 5 .5 35 3 12 10 t0 4 - 6 6 _5__4_.5_'3.5. 3 6 5 4 - -_ _-_ 12 112 12 12 12 12 i2 12 12 11 9.5 12 12 1.5 9 7.5 6.5 _--_ _ _. - .. __._ ____ _ _ 12 10 10 5 3.5 - 6 E 5.5 .5 3.5 3 12 10 9 4 - - 6 6 I L5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - 12 Ti112 12 12 I0. 12 12 12 11.5 9.5 8.5 12 12 10 8 5.5 5.5 10'-0' 12 10 7.5.4 - - 6 E 5 4 3 - 12 10 6 3 - - 6 6 4 .5 3 - 12 10 3 - - 6 6 4 .5 3 - 6 5 - - -_ - 12 12 12 12 1.5 9.5 12 12 12 10.5 8.5 7.5 12 12 9 7 _&__5 11'-0' 12 10 SS _ _ - 6 E 4.5- ._ _ 12 10 4.5- - _-_ 6 5. 3.5-_ _- - 12 10 - - - - fi 5.5_ 4 - - - 6 5 -_ - - 12 12 12 12 10 8.5 12 12.12 9.5 8 7 12 12 8 6.5 5.5 4.5 12 10 4.5 - - - 6 6 4 - - - 12 10 3.5- - - 6 5t3.5-_ - - 12 10-� - - 6 5 3.5 - 6 5 - - - - 12 12 12 8 12 12 11 8.5 7 fi iZ 1.57.5 6 5 4 -_ .__ _.. _f _ ___13'-O' 12 10 - - - - 6 E - - - 12 10 - - - - 6 4.5 - - - -_12 7.5 - - - 6 4.5 - - - - 6 4.5 - - - 12 12 12 10. 8.5 7.5 12 12 10 8 L;9' SS 12 05 7 5.5 4.5 4 14'-0' 12 10 - - - - 6 5.5 - - - 12 7 - - - .5 4.5 - - - - 12 7 - - - - .5 4.5 - - - 6 3 - - - - 12 12 12 9.5 8 6 12 12 9.5 7.54S 12 95 6.5 5 4_ _ _ _ _15'- 12 - - - - 6 - - - - 12 - - - 5 - - - - -_12 - - - 5 - - - - fi - - - - - 12 12 11 9 7.5 5 12 12 8.5 716'-0' 12 - 6 - - 12 - I - - 5 - I - 1.5- 5 6 - 12 121(1 8.56.5 4 12 12 8 65 (1D HV BLADE OR HV BLADE W,j �A HV WINDOW BLADE WORKING IN UNISON* •SIE U4TANOLS OF USE FOR BLADE I�ON SHEET 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS 70 WALL,BOOR OR SOLD WOOD SOFFIT3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING:T SPALL BE AS FOLLOWS: -SOUTHERN PINE No.2 W/C=0.55(N.DS) - 1/4'9 TAPCON ANCHORS,AS MANUFACTURED BAS T I.T.W.BUILDER W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE'PINE FIR NORTH W/G-0.43(ND.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(ND.S.) -MIN. 1/2-COX PLYWOOD(1966 APA) 2 ANCHORS TO HOLLOW CLOUNG SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF 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 Hurricane Zone O 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM �T tttttlll l7lTFFT/ . S S A� �� I L E C O �N�. A. � � Accordion Shutter System KV.BLADE#1 W/OR W/O H,v.WIMUN BLADE Q' �5,�,� �~•,' American Shutter Systems REV.N Ot5CN1['IION DATE DRAWN 6Y: M.L TILUT TESTING & ENGINEERING COMPANY `fie 44167 L 6755 N.W.361h.SL,Sta.MS.VIRGINM GARDENS,FLORIDA 3J1 ASSOC1atIOnF Inc. t OLD 11-192 4/13/15 DATE 4/13/75 •(-i0_ Phone:(305)871-1530.Fna:(305)871-1531 4268 Westroads Drive 2 DRAWING No -.11:UU-9.0- West Palm Beach, FL 33407 3 Ir z EB-0006719 4 15-085 STpTF _.�` WALTER A IILLO Jr_P-F g And E FLORIDA L,�.g 4a,67 6 SH15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & HV® BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL I W'L'L FINISH BE LIMITED TO 1'05.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & \— _1/4.0 TAPGON CR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON TAXON WD'H ADVANCED THR=ADFORM TECHNOLOGY 1/4"0 TAPCON OR W/1 1/2'M:n.PcFl•IEfWIICN = _TA CON WITH ADVAIJCED THRE:.DFORM TECHNOLOGY -- ----- — i-------- 1 I i OF THREADED AREA TO lr .`'1 r W/1 1/2'Min. PENETRATION OF THREADED AREA TC EXi.St1NG —--- T: �' T T 1 EXISING WOOD HEADER. II WOCD HEADER..(SEE SCHEDULE ON SHEET 15) I MIN.SEPAPATON t I!_ �1 DR/-Ap (SEE SCHEDULE ON SHEET 15j ;1 �- 70 ULE O SH ZJ L/S' ' / .. 1/4'0-2023/4'S.S. MACHINE I S(SR7XA.E ON SHEET /- SCREWS W/ 1/4'-20 NUTS 11 FOR SAXDANID-� I @ OP®' /I _ ® 12'O.C. 1 ON SHEET 19 FOR 3 EXISTING �q NG ! BAESa O 0 o GLASS-! \ WALL- I -_ " _..•I _-j �Q I I -fl Ok 15 n t FINISH/ 1' / ', ::±I I I• - /,Nom` I .l]PiIOfIAL I I _J i :.:.. ,..,..,.. I p EXIS7ING M:N. - -WALL 1 l; W FlNISH Walt �1�q 2'x4" I _ MIN. WOOD HEADER REQUIRED ® r 1 \ 14! 1 jl I%4"0 TAPCON OR TAPCON WITH ADVANCED IX15TNG I IAtL SFPAPo1T701R I I I 1 HEADER REQUIRED Il TF-RFAOFORM TECHNOLOGY W/ 1 1/2' GIASS-= TO GIAS(SEE I I i I 1 1 ! Min. PENETRATION OF THREAD ATEA TO SCHEDULE ON SHEET __ MIN.SEPARATION 10 GLASS ' t'I!� EXISTING WOOD HEADER. 3 11 FOR BAD (D,* - EXISTING (SEE SCHEDULE ON SHEET 11) I ! 1l 1 (SEE SCHEDULE ON SHEET 15) 1 CN SHEET 19 FOR LASS--1 I '1 '`�! 1�!. � _ L-- 2'x4'CONI.SILL II 1— e���JA) 1- I ' _...___...._ _...___._._ __. 1.. ._. ___ ..._. � PLATE REO'D. ON HV WALL HEADER INSTALLATION CO)HV WALL SILL INSTALLATION OM HY WALL HEADER INSTALLATION z-- ----- --- -.- - - ---- -. — --- - I _ I I I I T-," _F..__. ..-.. MIN.SEPARATION TO LASS-__.___ EXISTING _r____.._.._.__-___.___...__. _�L._ MIN.SEPARATION TO GLASS �, GLASS--I T - E GSf1N.. G A---(SEE SCHEDULE ON SHEET EXISTING (SEE SCHEDULE ON SHEET 11) O MIN. SEPARATION TO GLASS t I O ULSS-' WOOD (SEE SCHEDULE ON SHEET I1) ` ) � GLASS _ I��`L'I�� 1/4'0-20.3/4"S.S. :r REO•D. n �J- _ I MACHINE SCREWS 1/CHINE SCREWS W/ USING 1 4'-20 NUTS ` MACHINE ?: o I / I _ MA I I I/..-WALL \ / I 1/4'-7.0 NUTS m 12'- d 12.O.C. FINISH I I I -E �. i 0C. OR18 A °Ri�J 1 OR 15 j 13 OR 7."x4'CONT.- 1 WOOD PLATE ! i _ W — 111111 1 i; W O'0. 1 1 1 :1'..__ EO t, -yL1'Min. Lil i I N \� 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY W/ 1 1/2• ,!1 t 1 - I •` ! 2"x4"CONT. �- Min. PENElRAT10N OF THREADED AREA TO 1 111 -1/4"0 TAPCON OR TAPCON WITH ADVANCED ' ! 11 _ ` 'SILL PLATE EX6TING WOOD HEADER. l 1 l THREADFORM TECHNOLOGY W 1/2' L ! 111 I 1/4'0 TAPCON OR NOTE: REO'D- 111U / / , TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL 1 ` It \ (SFE SC4EDULE ON SHEET 15) Min. PENETRATION OF THREADED AREA INTO PLYWOOD 1 -THREADFORM TECHNOLOGY SHtf1TER ASSEMBLY -.iLL! 1 _ 1 _ --!-�� WALL FlNISH `y (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2'x4' \ /2'MIN.O' \ W/1/2'Mir.. PENETRATION OF 2-MOUNTING SECTIONS CAN BE STUDS® 16'O.C.MAX. PLYWOOD RECO ED IN_ COMBIN 1/2"MIH.COX PLYWOOD REO'D. REVD.PLYWOOD TO BE WALL FINISH—•(SEETHRS H AREA INTO SHEPLYET 1 ) SUR MY M ALAT10N.WAY TO ®HV WALL SILL INSTALLATION ISDNG MIN.2'x4'STUDS® 16'O.C.MAX.REO'O. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) 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 ATIONS OF u E OF ©HV WALL SILL INSTALI MON F.B.C. BLADE'�ONNS SHEET 19 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A.S.S.A. tea''•• I L E C O �.,�. Accordion Shutter System ,y / {J�d HN, IXADE#1 W/OR W/O H.V. WINDOW RADE �W" ; = America Shutter Systems EV.H 'DESCRIPTION DATE DRAWN Bf. M.L ••'•••CCC••• TILLIT TESTING do ENGINEERING COMPANY 6155 N.W.36th.SL,Ste.365,VIRGM G,woou,FLORIDANY Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 2 Phone (305)871-1530.Fox:(305)871-1531 6,268 Westroads Drive z DRAWING No e-rtwES-0006719 om West Palm Beach, FL 33407 3 15-085 ��i •.•L ,.•'�\\ WALTER 0.TILLTT Jr.P.E 4 P.�'�� Cylp1)1 DATE FLORIDA U..8 44167 s SHEET 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & 9 HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BME11 ONLY SHALL BE LI ITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX '-A.L FINISH f/4'0 TAPCON OR SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON _ TAPCON WITH ADVANCED J 4'x8'(Min.)gm."... ISNNG 1( 1 ED EQ 2'MIN- TAPCON . THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. /�T / i -�___.___�—_ ___ I l-EOGE(1c APFUCAB E) W 1 1 " O IXISRNG W00 EIE / / /r Mn.PENETRATION 1/4 m-2ax3/4 B.S. OF THRFAJc-D AREA TO D eE%aN / 1 ET05TING Yi00B HEADER. T' PHILLIPS TRUSS HEAD TD BE CERTIFlED TY I r I ' (SEE SCHEOU�08 SHEEP 15} i MACHINE SCREWS c / / - i ---- Min. REGISTERED ENGINEER OR / EXISTING WOOD t / EO--ECI W'/1/4'-20 HITS ARCHITECT PRIOR TO E0 EO - -- —'-- TRUSSES OR -y�0 12'O.C. SHUTTER INSTALLATION. i .'.1/2' x_7/2- P,1FfER 6 24' v999 �I' ////l O.C.REQUIRED 1/4.0 TAPCON OR / ( / 4__ /h TAPCON WITH ADVANCED / I• EXISTING SCFTI Y - ' .257 THREAOFORM TECHNOLOGY / r � ;: � Max.TKK. -t'Max. W 1 1/2"Min.PENETRATION I -- - -- -..-..--- !� OPTIONAL i OF THRADED AREA TO E -Q X14..3/4" TEO-,-EQ 1'x4'il/s*Cow..A_UM. PJ55 i JU I. I....._.- I EXISTING WOOD HEADER,. S.M.S. ;j (6063-T6 ALLOY)W/ 1. :,:,,,.,r (SEE SCHEDULE ON SHEET 15) _.O Or Or 15 O 6'O.C. i ' r 1 Or 13 Or 15 EACH A LAG R TRUSS.10 EACH RAPIER OR TRUSS. LOCATE LAG SCREWS AT i �.. MIDWIDTH OF DGSTING WOOD �E)OSDNG MIN 2',4" ---- 1 ! MLTIB(72,(2"Min.NOM!N4 EXISTING--1 HEADER RED•D OPEN HOLE AT EACH-' GLASS 1 _ _ MIN.SEPARATION TO GLASS -� STJD TO ACCEPT VdOTH)W/2-Min. (SEE SCHEDULE ON SHEET 11)- EXISTING PENETRATION OF THREADED GLASS...__, 5/16.0 LAG SCREW AREA VALID FOP, h I AT CENTER OF TUBE. INSTALLATIONS WITH 72p6T _. .. .. .I ID OSEPARQXN APs(SEE EXISTING I wva gP:Fanw In MAX. p'AS.D. DESIGNTL SAD AND OS HV WALL HEADER INSTALLATION 3JEDLXE GT SHEET «LLlllll GLASS MGAS(sE INSTAl1AT ON S ONLY VAUD -� FOR I��'� sxEf I FOR WOOD W/MIN.SPECIFIC _ 1Mi SHEET 19 FUR I0 OR ®♦ ' BALE I GRAVITY OF 0.50 AS DOUGLAS rA SHEET 19 FOR I-S _i.._d mW� 1• I BArs[T,g I ♦ FIR OR SOUTHERN PINE No.2. 1-SLETR-SHEET 4 FOR TYPICAL SHNTFA ASStZIBLY -_L•.-.-. JI OR 1 OR EQUAL z-MOUNnNG SECTIONS PIC BE CUTTER S OHV CEILING INSTALLATION -� -'- -'- O --- -IN ANY WAY TO SUR Mn INSTALLATION. ^ \--/ CEILING INSTALLATION -------'- ------ - 1 OR 1 I----- 9 MIN.SEPARATION TO GJSS ...1 t`- ash r x ! SEPARATION I I ---(SEE SCHEDULE ON SHEET 11)--"--- EXISTING -{I TO GLASS EXi-Tlnc 111 0 GLf55`-.\I a&ESfj g� � I(sEE scHFDULE CLASS--I -O ION SHEET 11) ! ANCHOR I WALL-- ---i I LOCATION 1___. EXISTING ( FlNISH I I I 3/8"Mut GLASS—; `1 1/4'.? O I— fllGx3/4'HIX I I 1 I I -2'x6'MIN.WOOD Max. 6 7 3/B'MIN. -. ..WASHER HEAD TEK I DECK REQUIRED :.':•.:-,'..,I: ' I --- SCREWS® 12'o.c NG FINISH -- 130R 2'x6'MIN.WOOD_._._. a1 \ DECK NEOUREO (No _ ALLOWED) I L \ FINISH ALLOWED) 2. OCE _ 9 Q EDGE OF DECK' Imo__ OF r'--"-- - -—_= EDGE OF DECK IF APPLICABLE p� DECK IF ----- _ IF APPLICABLE ` \ APPLICABLE 11/4'm TAPCON DR 1• `PHILLIPS TRUSS HEAD =2_.MIN- / I 2'x4'CONT. I I , TAPCON WfOI ADVANCED M'"' MACHINE SCREWS --- -- - }-� 1/4.0 TAPCON OR TAPCON WITH ADVANCED I 1 THREPDFORM TECHNOLOGY W/1/4"-20 NUTS 11-- 2'MIN.----- SILL PLATE '! 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM THREADFORM TECHNOLOGY W/1 1/2'Min. �• W/1 1/2'Ain.PENETRATION ® 12'O.C. 2'MIN. PENETRATION OF THREADED OF THREADED AREA TO TECHNOLOGY W/ 1 1/2'Min.PENETRATION OF THREADED EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER.(SEE (SEE SCHEDULE ON SHET 15) SCHEDULE ON SHEET 15) �V HV WALL SILL INSTALLATION BSEE LADE 1A ONNSHEETU19 FOR WOHY FLOOR INSTALLATION HV WALK-OVER INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `,=\P���R A. rk, ' ©2015 EASTERN METAL SUPPLY, INC. ��CENSF •. BERTHA HVTM A.S.S.A. Accordion Shutter System FIV. BLADE#1 W/OR W/O RV. NANDOW IXADE � � TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems EV. DESCRIPTION DATE DRAWN BY: ML s 9•, F 6353 H.W.36N.St,Ste.30.7,NR44M GARDENS,FLOROA 331 Association, Inc. t OLD 11-192 4/13/15 DATE 4/13/15 P1wne:(30.5)871-1530.Fax:(31)5)871-1531 4268 Westrocds Drive z DRAWING No ���FS'• RC1��` e-mail:b1teco®ool.eam West Palm Beach, FL 33407 3 xAL1EEB-000671ar.P.E. < 15-085 Eto I DA Jc. $44167 5 SHEET P.E. SEAL��'IV"WAYURE/DATE 6 17 OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'. YDL WOOD STUDS REOD. r.4'MIN.1YTM0 SKIDS REVD. W000 STUDS. C /{'•TAPGON 2-94•YIN. 1 (AS APPUQ48W \ / ANOIDR 0 6.O.C. (AsS STUDS' (AS APw SFUDS CR W/AIN. PIJCABIE) FIH191 1/2PFARTMTxN FINISH ID 1/2-COX rxx Ex1mf P, / \\h SI�TWFID iIp k]OSIING GLASS //-�ELLSIINc GLASS C 'I / ; FSISDNC cV35 1/1'ua.cox / \ 101 gPWwxN PLrww. m OASS SFE( 4`':',�-.�.•'.S'A". 1/x'LYx.tOx .q A.Mv.P.. TV 1us(SEF ;xx� , KK saHW�ON PLTNOW. W F?^s"�.e•.c SOED.lE ON 9fEF TG txAss(SEE I/2'YIN.CDX J:":�.wa re Fi•: - SCRDLXIE ON�� 1/16•x]' Il FTA AIDC@ua y.:^. .`sai?'•S.Y'a.+..;:'•r_` - soE ON s¢r PLYl10W. 1/2" _ I 9CFEE OE mNJO IT SHEET 19 FD (606fT6)CONT.• Rpm 1/2.161E COx CN SIEET 19 itR - 11 fiR H/lE(L`NU 9ADES®k ANY.CLOSER 0.yw000. a1E6sm0® WAll aSNS7ISM 01♦f5(D. 1 1•AN. PLATE-(LOCATE 1/2• FlN191 I DNES D)h� I AT EITHERE YIN OF 4) 311�,ON r fI0,112'SAS. 016 D.C. J10.1/2, s.us 016 O.C. _ (6061-TO AIlOO AT IM1a14M 4 )/IOsI/2'SLS.IaQt (271 /AT TIPCON9 ANOIaS 10 5 4 DANA 90E GF{ R 1 OR®� Ax'�A SEE DETAIL x Po 1 OR�• 1 OR SCE MAL%FOR i OR Nye SNIE CONNECTION TD 7TIACxsSEE OtTNI%FOP a SIDE TO TRACKS .(�,..©.O.e I •lY'- s0E oNniRaE`H°nc"s ��®®•QY''©'�- 60.70-5�-O6.pT.®. C15'Q"i-©•®-©•®- ©•07•©-©•OT•®- ®•i�-®•Q�--O•p- ®.®-®.p„p.p- 06.00•©s60'TO•®- ®•®-®•i�-OO•®- 60•iA-®•®-®•® END CONNECTION DETAIL(7) END CONNECTION DETAIL 8Q END CONNECTION DETAIL Q9 END CONNECTION DETAIL DUSTING I.REWIRID Olar FOR SV—GMM TIW 12'b- /-CV6S 2-.STUOS R-1 oo 1/{'0 TA('WI ANCNDgS 1/4.0 TAPLON Atx2f0 flo,1//zz r -� W/1 1/Y- W/T 1/2'A. 016 D.G. L— F)amNc cvs� 191EIILal0t1 o u'D.C. PFNaflAtroN o 12'o.c. m awsI(sE 4 NTO X �-SEPARATION 1/z'NN. 1 w • SEE E ATIONS OF USE FOR 4 BLADE lA ON SHEET 19 1'�i Ewa oEmrroOCTj0j .R - ON SNDT 1 9 SIR 1/2'Ya ON SHUT 10 FTIR _— --- B OR®rq�Ofl - ---- Y Ya O Ri5 ' wQOR ! 4 4 3i/��,�, Ofl OR qOR (0 VIEW WALL F,NTSN 2'A4'YN.W000 WALL STUDS - -v�-�•®- �o®-®•p.,F#_®- ID$REOb. F1MSHI •®-p'�-©•®- .I ] DETAIL X END CONNECTION DETAIL © END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \\LSP A /i,, ©2015 EASTERN METAL SUPPLY, INC. �0;.. CEN••`/����'. BERTHA HVTM _ rT1L7EC0iN,- \ A.S■S■A■ ACE#1 W1OR Shutter System H V.RADE if, W�ae W/0 KV. WNDoMADE w /SF3 /f TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems .N OEscamnox DATE DRAWN 13Y. ALL .*i Association, Inc. T OLD 11-192 {/IJ/15 DATE: 4/13/15 TATE OF 6]55 N.W.]61.SL,Ste.153 VIRGINIA:(0ET15,F-153LQFMA]316 4268 Westroads Qr(ve z p�•• �,� i�•� Phone (705)871-1530.Fax:(305)871-1531 DRAWING Na ie ORIDP.. k�:� Mi®bit..—1— West Palm Beach, FL 33407 3 15-085 -COO 19 WLT 67FLORMA Uc.®44167E 5 SHEET P.E. RE/DATE 6 18 OF 20 GENERAL LIMITATIONS AND CONDITIONS OFnW BLADE ACCORDION 210 r M WORKING IN USS FOR BERTHA A G ® ® M 0 o-1 1.MAX A.S.O.DESIGN PRESSURE RATING:+110,- 110 ps.f. 2.MAX.SHUnER SPAN:96' r 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M.O•T.U&W ON SHEETS 16& 17. s ONLY A CCENIERMATES 21 (BOTH W/2�4 UR Q)ARE ALLOWED WITH 21 Ow®aa �D LAYOUR N MMUSr B IE NCLUDED ONLY AT EXTERIOR ACCESS SIN DE OF OPPOSING @40)-r- CESTMMA�(E. TYP.EA END • • • • • • • 5.(A)HV WINDOW BLADE @ SHALL ONLY ALLOW A MAYIMUM OF 5 OPENINGS (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX.5 WINDOWS (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF NV WINDOW BLADE 1Q • C. • ♦ • OF ANY 3'0 HOLE FOR SHALL BE 12'_ ALLOWED AT HV °' WINDOW BLPDE® (C)FIRST ORBLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE N (D)FN WINDOW BLADE MUST BE USED ALTERNATE N A SOUR NV BLADED THROUGHOUT SHUTTER'S WIDTH. • ♦ • I ♦ C, • • a ♦ ♦ (E)C TES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID W g�{ BLADE 1 AT EFTHFR SIDE OF THETA. I Ig (F)POLYCARBONATE HV WINDOW®SHALL BE INSTALLED SO TABS FACE SEE ENO CONNECTION • • • ♦ ♦ THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOWV MUST BE DETAILS ON SHEETS • ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, 10&18 TYP. ABhINC. FULL HEIGHT. 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 1 1 $ R BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES - TYP ryp 44 t &2 ABOVE). s� " iv 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON'SHEETS 12 k 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER.ASTM E-1996: 5 (SEE PLAN FOR REQUIREMENTS) � D H TYP TOP&BOTTOM y/ aR®�4J+� WIND ZONE MINIMUM SEPARATION TO GLASS -- - -UNUMRM WID H - - 1 7HRU 3 1' ELEVATION MN SEPARATION TO GLASS EXISTING GLSS SEE SaiE1DlAE ON SHEET TI FOFT H!•➢Em 4 6.15' -- AND ON THIS SHEET FOR BADEs0&T --_-__------_.--__._ -__ _-----�j ------'-- --------------- 4 5 1 ---- 21 - -- - ITF. 1 1 \ 2 Me"(SEE NOTE 4 ABOVE) TYP. SYM��fRICAC :NTERMATES Q® 1 / W/(24�OR F115 AND "/.T /O d55(SE`�'NOTE 4 ABOVE) PLAN TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 13 SHUTTER* N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ```a1`� t�1111�II1��,rAA•A♦♦' 0 2015 EASTERN METAL SUPPLY, INC. P\ ...• •...fir BERTHA HVTM vcE I A S S A Accordion Shutter System L E C/i = _ K� DACE , wr OR W/O KV.Wtrmow MADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems S%tk DC=IPIIOH DATE DRAWN BY: M.L. �' STATE nr *� Noes FEW.3M.SL,Ste.305,VIRGINIA GARDENS,FLORIDA 331 Association, Inc. i OLD 11-192 4/13/15 DATE: 4/13/15 — -� Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive z DRAWING No -��'•F�ORIOP ��`'.` a .T:tlt..caol.com West Palm Beach, FL 33407 3 15-085 EE-0006719 �•i�ss'•••....••'•Cj WALTER A TLLIT J,P.E. P.E�AA$&gQy j�Qt�NAE/DATE FLORIDAUe.y 44167 6 SH19 OF 20 Min. 1.12.0.035'THICK I 1 INSTALLATIONS W/ HV BLADE & HV CENTERMATES 2.000'Mo.. ,n A-65GRADE 40 n. Min.G-60 GALV. GRADESTEM 0-083" METAL STUDS AT 16'O.C. 3b INTO METAL STUD WALLS r o.c. 40 41 m o0 1/2' 36 GEL ® ALUMINUM NOMINAL ON AND CONDITIONS OF USE ALUMINUM SLEEVE NERALIMI ;.j FOR BERTHA(11)14V BLADE ACCORDION SHUTTER 6063-T5 ALLOY 13/4^x 6 1/4"x 0.035'THICK Min, 43c 43o N 12w j! COME GALV.STEEL TRACK CHANNEL.10 6.O.C. 0 6"O.C. SYSTEM INSTALLATION TO METAL STUD WALLS 3.000" ASTM A-653 GME 40 Mi..G-60 SEPARATION TO GLASS SCHEDULE GALVANIZED FASTENED To STUDS I' Max. W1(2)#6x1/2"TEX SCREWS ON I EXISTING FINISH n3g 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) INTERIOR&EXTERIOR FACE I AS APPLICABLE 1 2. MAX. SHUTTER SPAN: 84" MINIMUM WIND ZONE ASTM E-1996 SEPARATION EXISTING GLASS--A MIN. SEPARATION 3. ALLOWED MOUNTING: ON THIS SHEET. TO GLASS TO GLASS (SEE SCHEDULE) 43 43 1/4"0-20X3" BOLT 4. ONLY#ENTERMATE Q21 W1 204 HV LOCK ARE ALLOWED 1 THRU 3 1" 21 ARRANGED A SYMMETRICAL LAYOUT. MUST PENETRATE(4�I- 6 USE0 0 (2) 3 (6" LONG, MINIMUM) MUST ALWAYS BE4 4" EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF �3473* .3/4'.6 1/4'.0.035*THICK MiJ AS APPLICABLE .25D' 050" ASTM A-653 GRADE 40 Mi..AN-EL. CENTERMATE. GW.GALV.STEEL TRACK CHANNEL, GALVANIZED FASTENED TO STUDS W/(2)05.1/2"TEK SCREWS ON 43a OR&EXTERIOR FACE <iD \ \0 6•D.C. 0 6-D.C. BLADE SLACK DETAIL HVF IS ALSO VAUD FOR 1/�-0-20 THREADS 1/4"0 ELCO CONSTRUCTION 1/2- 12 38 CENTERMATE 21 APPLICATION WITH BLADE1Q PRODUCTS FAB-LOK HD 43b 6"x I 1/2ex 0.035o THICK /M ASTM A-653 GRAD 0 6 D.C. Min.G-60 GAW.STEELE COMPONENTS METAL STUDS AT 15'O.C. h in. WALL HEADER/SILL INSTALLATION -EXISTING FINISH AS APPLICABLE SCALE:3/8"= V VA (TYP.TOP&BOTTOM) -------_---I --------- - I 3/4"x 6 1/4'x 0.035'THICK Min. -ZE—XIST—ING—GLA—SS—— OW.GALV.STEEL TRACK CHANNEL, �ASTM A-653 GRADE 40 Min.G-60 IN #6x1/2"TEK SCREWS ON IN. SEP ON''VARIES,::';430 43b 436 CENTER ATES W CENTERMATES TO GLASS SCHEOU Al A X. EXTERIOR ACCESS (SEE. a L--.JNT1.R10R ACCESS SIDE 7: 1 6'(TYP-) IN 3 (15"Min.) IN -—--------------—--- ------- - ------------- --------------- ------ --------------- ------ + 21 21 21 + t 21 1 LOCATED AT 12 - -------------------- -- ----------- -------- HV HEADER/SILL ENDS[VIEW Y 4 @12 )�K., I/,,-(T,,.)-j �U24 SIDE CONNECTION TO TRACK -6 1/2-(TYP) —7'--61/2-MAX.SLACK (Cont.) BYR BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM A.S.S.A Accordion Shutter System IM KV.BADE#1 W/OR WAO KV.WINDOW MADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems 9EY.w DESCRIPTION DATE DRAWN BY-. M.L Inc. 6=N.W.36th.St.SU.MS.VIRGINIA CMDINS.FLORIDA 3316C Assoclation, 1 OLD 11-192 4/13/15 DATE. 4/13/15 Phone:(305)871-1530.Fax;(305)871-1531 4268 Westroods Drive 2 —DRAWING No e-mail:littec ool.com West Palm Beach, FL 33407 '4ZCIRO�' - - 3 EB-000*607 9 5 (ZN p- A.Muur J- E. 4 WFLLOTERRIDA Lic.III Z416P7 5 SHEET P.E. DATE 620 OF 20