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Beach Ave 664'~~~ 1. BERTHA H.V, ACCORDION SHUTTER SYSTEM SHOWN ON .THIS PRODUCT EVALUATION DOCUMENT , (?.E.O. HAS BEEN VERIFIED FOR C 11 • BERTHA H.V, ACCOROK)N SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SP N I OMPLIANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FL I ECS I D GATED BUILDING CODE. OR DA IN THIS DRAWING PLUS ANY BUILDING AND tONING REGUUTTONS PROVIDED BY THE J ' IS APPLIED T0. URISDICTION WHERE PERMIT THIS ACCORDION SHUTTER SYSTEM SHAH NOT BE INSTALLED AT HIGH VELOCITY HURRICAN DESIGN ND DADS E tONES. WI L SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTONED CODE FORA 12. a TH P BASIC WIND SPEED AS RE U () IS .E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PR 0 IRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED, AND FORA SPECIFlC PROJECT• i,e. OVIDE INFORMATION FOR A SITE DIRECTIONALITY FACTOR Kd^0,85, IN ACCOR ~ WHERE THE SITE CONDITIONS OEVUTE FROM THE P.E.D. DANCE WITH ASCE 7-98 STANDARD. IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS TESTEp, WERE NOT OVERSTRESSED, A 3311 INCREASE IN Ala.O PADS F (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AN WABLE L OR WINO LOADS WAS ~ USED IN THEIR ANALYSIS, 0 INS'TAlUTION INCLUDING LIFE BERTHA H.V. ACCORDON SH SAFETY OF THIS PRODUCT, BASED ON THIS P.E.O., PROVIDED HE/SHE GOES NOT UTTER SYSTEM S ADEQUACY FOA WIND AND IMPACT LOAD NAS BEEN pia DEVIATE FROM THE CONDITIONS VERIFlED IN ACCORDANCE WITH SECTION 160 F TH LEO ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE LS THE CONTRACTOR'S RESPONSI I 9.1.4 0 E ABOVE MENTIONED CODE AS PER ATL REPORTS B ~'• (0214,01-03 AND X0715.01-03 AS PER TAS-201, TAS-102 AND TAS-203 PROTOCOLS AND E-1996 STAN AND ASTM E-1886 (c) THIS P.E.D. WILL BE CONSIDERED INVALJO IF ALTERED 8Y ANY MEANS, DARDS. (d) SITE SPECIFlC PROJECTS SHALL BE PREPARED BY A FLORIDA REGI R 2 BERTHA H.V, ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE ANO FOR OIR STE ED ENGINEER OR ARCHITECT WHICH ECT MOUNT CONNECTION WILL BECOME THE ENGINEER OF RECORD (E.O.R, FOR THE PROJECT AND WH TO TRACKS SHALL BE ~ 14X2.75 AND ~ 14X1.75 RESPECTNELY, 410-HT MINIMUM SERIES STAIN PROPER USE OF O WILL BE RESPONSIBLE FOR THE SCREWS WITH 135.0 ksi YI LESS STEEL THE P,E.D. ENGINEER OF RECD 0, ACTING AS A DELEGATED ENGINEER TD THE P,E.D. ELO STRENGTH ANO 180 kai TENSILE S'TREGHT. PIN5 SHALL BE COATED WITH BERTHA SHALL SUBMIT TO THIS UTTER THE SITE SPE I ENGINEER HV DACROSHIELDm COATING SYSTEM A5 MANUF D C FlC DRAWINGS FOR REVIEW. ACTURE BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATON, PINS MUST BEAR THE HV MARKING ON THEIR HEAD, s THIS P,E.D () ,SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATUR OF RECORD T E THE PROFESSIONAL ENGINEER OF HAT PREPARED IT. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 8063-T6 ALLOY ANO TEMPER WITH , y = 25.0 Iasi MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STNNLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD STRENGTH ANO 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024-T4 ALLOY AND TEMPER, ASTM A-307 GALVANIZED AISI 304 SERIES STAINL STEEL, OR ESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH, 6. SEE SHEETS 10, 11 ANO 11 FOR ANCHORS SPECIFlCATIONS. 7. THIS BERTHA H.V, ACCORDK)N SHUTTER SYSTEM 1S PATENT PENDING. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY I NC. 8. IT SHALL BE THE RESPONSIBILIII' OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRU R ,~-~,~ CTU E >+fifACHf$ fi~ ifd3tiRE-PROPER idrCMORAGE: CONTRACTOR TO SEAL CAULK ALL SH ~ UTTER COMPONENt EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TD PREVENT WIND/RNN INTRUSION. 9, EACH UNIT MUST BEAR A PERMANENT LABEL N A VISIBLE PLACE WARNING NOTE INSTRUCTI TENANT OR HOME OWNER THA NC THE T THE H.V. LOCK W OR ALTERNATE LOCK MUST BE PROP RLY LOCKED P P R DUR-NG PERIODS OF HURRICANE W I CT O v E D ARN NG, FOR CRESS C OITIONS, AN INSIDE HV ~ OF LOCK (WHERE KEY ATLANp MUST REMAIN IN THE LOCK , AN INSIpE ALTER OCK B ~ gEACN HATE L , OR AN EGRESS H.V. LOCK SHALL B ~ILDI E USED. NG OFFI CE i 0. SHUTTI:R'5 MANUFACTURER LABEL SHALL BE PUCED ON A READILY VISIBLE LOCATION, ONE LABEL SHAH BE PLACED FOR EVERY OPENING. LABEL SWILL READ AS FOLLOWS; AMERICAN SHUTTER SYSTEMS ASSOCWTION INC. WEST PA~I BEACH, FL. FLORIDA STATEWIDE PRODUCT' APPROVED. • B, y. F. B. ~, on Hi h Yeloci ' Nurrlcane done •.... ~ +~+~ o ~ooa F r~era wPP~r, Inc. '.r~s, . '' r.•.C.,~ TII r.', ,7 .~ • ~: .:.;~ ~ .. lMt. ' ^ ^ ^ ^ ccor ion utter stem '.: i ~ ' ' TILLIT TEmNC Am~lrloan Shutter ~ythm~ , , J~, . ,•~ t ENgNEERINC COMPANY otsasrnoM o~tt prw, ,I,t,s, -~ .~ 8 . ~ , ~ s.r. >~ sw. >w. A~raclaf{on Ino. .. cos, rstea~ awboit, ~ u-N ~ t w r~ ~n DATE. 1 t~ oa ..•~ t~ ~ (~os~+-+sao . t'a : (3oSH9+-ts~t 4268 Wsstroads Dri Ve i DRAWING ' ..+- '~;.• •~~'~ ~w ~~.~ Weat Polm Beach, FL 33407 a ,~to, ~ ,~ ~. ~. E. ~ os-196 •' ' Warta ue. / a, n P.E. SEAIf SIGaAfURE/DATE s SHEET s 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D,) HAS BEEN VERIFIED FOR COMPLUNCE IN ACCORDANCE Willi THE 2004 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 1609 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED AS pEOUIRED BY THE JURISOIC110N WHERE SHUTTER WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR Kd~0,85, IN ACCORDANCE WITH ASCE 7-98 STANDARD. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.O., AS TESTED, WERE NOT OVERSTRESSED, A 3371 INCREASE IN ALiOWABLE LOADS FOR WIND LOADS WAS y,Qj USED IN THEIR ANALYSIS, BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND -MPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION f 609.1,4 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS X0214.01-03 AND ~07i5.01-03 AS PER TAS-201, TAS-202 ANO TAS-203 PROTOCOLS AND ASTM -1 86 AND E-1 96 STAN E 8 9 DARDS. 2. BERTHA H.V, ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE ANO FOR DIRECT MOUNT CONNECTION TO TRACKS SHAH BE ~ 14%2.75 AND ~ 14Xt.75 RESPECTIVELY, 410-HT MINIMUM SERIES STaNLESS STEEL SCREWS WITH 135.0 kti YIELD STRENGTH ANO 180 Lai TENSILE STREGHT. PINS SHALL BE COATED WITH BERTHA HV DACROSHIEIDm COATING SYSTEM A5 MANUFACTURED AY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION, PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy ~ 25.0 Lai MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STaNLESS STEEL 304 OR 31 B a51 SE(~ES OR CORROSION RESISTANT COATED CARBON STEEL AS PER OIN 50018 W1TN 50 kei YIELD STRENGTH AND 90 kei TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024-T4 ALLOY AND TEMPER, ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STNNLESS 5TEEL WITH 35 kai MINIMUM YIELD STRENGTH. 6. SEE SHEETS 10, 11 AND 12 FOR ANCHORS SPECIF1CAl10N5. 7. THIS BERTHA H,V, ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VEI~FY THE SOUNDNESS OF THE STRUCTURE iS-T~-BEirTfACHEO fiO iNSttRE-PROPER'ItNCfiOIbrGF: CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WNVO/RNN INTRUSION. 9, EACH UNIT MUST BEAR A PERMANENT LABEL N A VISIBLE PUCE WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H,V. LOCK W OR ALTERNATE LOCK MUST BE PROP RLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR CRESS DmONS, AN INSIDE HV LOCK WHERE KEY ( MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK , OR AN EGRESS H.V. LOCK SHALL BE USE4 i0. SHUTTER'S MANUFACTURER LABEL SHALL BE PULED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SWILL READ AS FOLLOWS: AMERICAN SHURER SYSTEMS ASSOCATION INC. WEST PALM BEACH, FL. FLORIDA STATEWIDE PROOUC'T APPROVED. t t. BERTHA H.V. ACCORDION SHUTTER S'YSTEM'S INSTALUTKIN SHALL COMPLY WITH SPECS INDICA IN THIS DRAWING PWS ANY I TED BU LDING ANO ZONING REGUU110NS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. 12. (o) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC ANO DOES NOT PROVIDE INFOR SPECIFIC PROJECT ~.e. WHER NATION FOR A SITE . E THE SITE CONDT110N5 OEVUTE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND IN N STALUTIO INCLUDING LIFE SAFELY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE GOES NOT DEVIATE FROM TH DETa N E CONDITIONS LED 0 THIS DOCUMENT. CONSTRUCTK)N SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) TENS P.E.D. Will BE CONSIDERED NWAUO N' ALTERED BY ANY MEANS. (d) SrTE SPECIFIC PROJECTS SHALL 8E PREPARED BY A FLORIDA REGISTERED ENGIN EER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R. FOR THE PROJECT AND WHO WILL BE RESPONSI PROPER USE OF THE P.E.O. EN N BLE FOR THE GI EER OF RECD D, ACTING AS A DELEGATED ENgNEER 70 THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF TH RECORD E PROFESSIONAL ENGINEER OF THAT PREPARED R, _ _ F. B. C, on Ni h Yeloci Nu mcane Zone .'-H ~~ ~ , ~ • ;....• +~~~ soon eAS'rElw 11ETAL suPPlr, INC. .` '• i .: ~~ rM r •'. ~ ' // r ~ ~i~ •i • ccor ion utter stem ~.:: ~ Am~rloan 3huthr m~ TIWT TESTING k NGINEERING ~ OgL'M-BON Dart i~ ~ J ~ ,~, E COMPANY ttro.n . ~~t. .~ 8 ~ ~.,. ~,,. ~, ~, Ai~oolaflon, Ina , '$ ,~ . , , aoa napo- whoa. na~p- ~t+N w n-w ~n DATE: 7 tJ D5 -, r, ~ ... ~ ~ t~sNn+-+s,o . -a : IxsM+-+sut 4268 West-oads Drive t `';,>~ •; ~" ` .;.•' ,~•', ' ~: fAt.eeMal.am DRAWING No ~. ~.R ~ ,,,.; a-noon+e West Palm Beach, FL 33407 s • ~. ~~ ~ ~~ ~ tb.I,T r. r. ~ ~ 05 196 • Rolla u~. r µ+s~ , P.E. SEAL~SiG~IITURE/DATE SHEET (Loy i3~~~-~r A 1~Y BLADE ~ 1 COVERED UNDER US PATENT ~ 5459179 . vAR~s OC HV 1' tpo~.) B/0 HEADER/SILL / 1 EOHD CEILING HEADER/SILL i 2 ,• fQ HD 2' (waa.) 8/0 HEADER/SILL ! 2 HO NV ADJ. I~PTER W~LIP QN H.V. 2' c~a..) DIRECT MOUNT Op 3' FLOOR ANGLE QO8.0. WALL ANGLE ~rwi ., x ~~• ~, ., ~ * _ 4 w % '. 0~ ~-" P.E.'S ~16ATE JOHV WALK-OVER TRACK ON HV FiOATING CENTERYATE S 2 X - t t' 1' ,061" r r ,oe1' 1' 1• .oat' 1' r .061• 1' 4' .061' 1' S' .06Y R ~1lGE.~LE ~a OX FN CORNER GENTERY~TE f X Y t Z' 1' 0.115' s' a' .abo" SQ.CDRNER POST F,6.C. Non Ili h Yelocit Hurricane Zone 0 loon EASTERN METAL SUPPLY, 6vc. T-r INc. ^ ^ ^ ^ ~ $teII1 r on utter CCO Am~rtoan Shutter Syst~mst oaa~ own ~,", . ,,~. T1WT TESTING t ENGINEERING COMPA~NI' ~~~~~~ IBC, n.w, t OAT'E: T 13/05 1~ M.A. ~Itll. !!.. !h. 706. YMOIIM 611~IQ ~IpIMDA l,1,N I I ~I h ~,,,,,.: t~s>e7_,yso v..: tsosH>!I-lssl 4268 Westroads Drive a pRAWiNC No ~: •~^ West Palm Beach, FL 33407 a X16 05-196 r~>a k nut ~-. r. ~. ~ Rasa Ix. ~ 441p 6 SHEET Cry ~3~~~H O NV CEIIJNG HEADER f 1 OK NV 90'~1s0 STARTER OI HV ADJ. TRACK OL NV CENTERIIATE i 1 (sE~ MenNC) YAPoES 11' AMN. t/4• •m s.s. oR Y/e•~-re AtEr~6 nutescrttrs. (SfE CETAtL17 . (SEE NOTES ON SHEET 4) 1/4'-30"1/2' 1 4'-10 ^t I(AT HEAD ss.ms. A ~ . g ' ~* q tt ' tt 1" N a t /4'/ . a e'~-16 ACEfAL t:AST ~g w eau: cruNOa t ItEY3 (C-eIOME ouTto) (SEE NOTES ON 1 4' M-20 S.S. 1 4"-30 ttiJ~DEO ast Nousx~c d+~i ~ iNtED /AtV1ED b ~ TURN taae. sass ttv"oat tatttawE naTEO) SS H.V. LOCK SHEET t) " PLASTIC HEAD t d' 10' MOt.DED TO h SCREW N ~ ~ .w 3e0, AFTER RNETIHC BEFORE RNETINC • ^ ^ .. S.. THUYBSCREW n (SEE NOTES ON SHEET 4) :SERIES 444 ALUMINUM 2024-T3 ALLOY) LARGE FLANGE 1}Ip~J SH NUTSERT, PART ~ 0820, AS MANUFACTURED 8Y AwEI CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. wHEEI-, ASSEMBLY AT EVERY OTHER KNUCKLE 2 SHORT' ECESSED NYLON BUSHING. HV ACCORDION PIN Hy ACCORDION PIN J NYLON AT wASHER ~1 a~ BLADE f1 LONG RECESSED NYLON BUSHING. 1 LONG ''/e ~ CESSED NYLON BUSHING. I I t~~ ~t 4x2 3/4" H.~l, ACCORDION P! ~~ N W/ ~B HEAp sli " J ;,i t Y ,j N i F X14,2 3 4 H.V. I ~ ACCOR ION PIN „ W = W/ ~8 HEAD NN i N i ~ '' 4 ~ !3 NYLON I HAT WASHER -~ n ACCORDION n PIN .315'I • 1.670 x3/16 0.1881 aSl THICK NYLON 302 SERIES S.S. I WHEEL. RIVETS ~ , 4' aSl 302 ~ • RI 47~ SE ES S.S. '~ ;~ WHEEL I CARRIAGE h ~ ACCORDION PIN ',~ Y F N~o •N~ SCALE: 3/8" . 1 " 10.324" .a4e~~ p TYP, 0 •8~ WHEEL CARRIAGE DETAIL H.r.s. ~2 SHORT RECESSED NYLON BUSHING I i ~ ~ i I I I ~ I BLADE ~ I t I ~1 LONG ~ I ICI R E55ED i EC !~i I i NYLON BUSI•nNG I ~~ 14x2 3 4' H,y, ~t4x2 3/4' H.V. ACCO ON AIN ACCORDON PIN W/ ~8 ~ t i W/ ~8 HEAD ~i I~ .I .i it ,, ~ ~ ; t i, t ~ssEUeLY uYOUt N.T.s. N fQQ ~D 1 LONC ECESSEI NYLON BUSHING F.B.C. Non Ni h Yelocit Hurricane zone O 2003 EASTERN METAL SUQPIY" INC. Y !~ ~ i S ~ .~ ; ' r~ • ~ ~ INc. %. ,• ~ TIL,LIT TESTING t ENGINEERING COMPANY ( ease x.w. sen- :w, sh. >os, ueowa aMOaia ttiosa- ate Phony : (JO8}1ft-1ttJ0 , ia~ : t;70Sje71-ts,]t .-n~oN: alco~ea.eon- oe-ooas~t+~ '` - ' WALTER A. TILUT Jt. P. G ' ~ P, , ' E SEAL/Stli~4Tt7RE/DATE ftromoA Uc. ~ 44t e~ ^ ^ ^ . Amorloan ShuMor S~rm~l Alst001atlon~ Ino. 4268 Westroads Drive West Palm Beach, FL 3340) I BERTHA 411/TM I ~ Accordion Shutter System w ~ pRAWING No 05-) 96 Cp~4 (3~acN • NOTES ON I ~cK u[ os ~ fK Nn u ~ ~ p~ 1. YAhIdITf3RY CANQ~; ONE HV LOCK ©SHALL BE USED FOR ANY SPAN ANO INSTALLATIONS AT ANY ELEVATION. HV LOCK ®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO Q OR ~ CENTERMATES W/(2) 1/4"4-20 x 1/2" LONG FLAT HEAD S.S. N.S. LOCATION OF LOCK SHALL BE A5 INDICATED ON TYPICAL SHUTTER ELEVATON. 2. 1% IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERNATES OR ~ SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. ~ LOCKING RODS ®ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DECIDED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS Q OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. ~~1~ CONDRION .Z: ONE HY LOCK ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LDCK ®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/{2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.5. M.S. TWO LOCKING RODS ®AT TOP do BOTTOM SHALL BE USED. LOCATION OF LOCK SHAH BE A5 INDICATED ON TYPICAL SHUTTER ELEVATION. MAXfMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 9. 5. • ONE ALTERNATE LOCK MAY BE SED IN LIEU OF HV LOCK FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERN TE LOCK W1 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"so-20x3/4" S.S. THUMBSCREW TO Q OR ®CENTERMATES SHALL 8E MADE W 1 4"~-20x3 4" ~ ~ / ALUM. RNNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. a N C+~ ~c~ ~ p~7 ~ ~ 6~n 6~n B~ CAE ~ F ~Q. 8 n* --UNLINKED W~DTFf B ~wQwO TYPICAL SHUTTER ELEVATION Q°"Q' Q°" ~'0°"~'~ ~''~ .'~ ~ .~ A r ~ •~ i • • J r ~ ~ /.i ~ + I ~~. ~ {'% . .4 ~, ~' ~, ~~ ., "~~ ,,~ _ ~~ = -. , v~- P.E. SEAL'/SIGNATURE/DATE IMt, T1LUT TESTING k ENGINEERING COMPANY NYJ KM. 3118 ll., >~. 300, YAgMA OAROEItf, ILOAIdI 371N PMrN ; ~305N71-1530 . Fo>' : (JOS)471-1531 rmoii; tilE~ea~oal.cam EO-00007„ NAUER 1l 4Ulr .k. P. E, F~OROa1 UC. M 141q ^ ^ ^ ^ Am~rloan Shluthr Srt~mst ANOOIOtI0f1~ IRO. 4268 Westroads Drive West Palm Beach, FL 33407 ~~~ ~x ~~ ~ " oo~ Nk'# OF CORNER CENTERMATE F.B.C. Mon Ni h Yelocit Hurricane Pone D Z00~ EASTERN METAL SUPPLY, NrC. I BERTHA NV TM Accordion Shutter System ao wu DRANpNG No os-~9s C~~y ~3~~a~i~ POURED - CONCRETE RECaUAtED CONCRETE ANCHORS ~~ (SEE SCHEDULE ON SHEET f0) cep ; • e i A~1 i 1" `" ~ MIN. SEPARATION E)OS11NG ~ ~ EX15T1NC Q1 SNALL MOUNTING INS?AL9TION BETE ANCHORS SCI~OUIF ON ~ 4•~-203 4" S.S. NOTE FOR CaN~NA1K1N Of SF.~flONS; fo) / / MAC~IINE SCREE ~' f - SEE S-IEET J ~ tYP~CAI SHUTTER ASSEM6LY 1/4'-10 NUTS ~ 11" O.C. 1- MOUNflNC SECTIONS CAN eE COMBM~EO t' Mln. fN ANY wAY 1O SUIr ANr dlSTAUJ1T10N. EO 0 ~ ' E. o. - EOCE aSTANCE E ~ (SEE NOTES k SCHEDULE oN sHEEr f 11 - 1 r t MIN. SEPARATION ~~ li O2 WALI MOUNTING INS?A 1 ~T~ON E%ISTINC Ex~TiNG CLASS--+ ~~'{ • i , ~ ~ ~ ~ 1 i i MIN. SEPARATION i MIN. SEPARATfOwI S ,; i ~ ~ i ~ L ~ r - CoRF CRETE ANCHOR5 POURED CONCRETE (SEE SCHEDULE ON SHEET f0) OR CONCRETE BLOCK wALL REOUTAEO 1" Min. f/4Y-10n3/4' SS. P~WPS NCRETE ANCHORS TRUSS HEAD MAC~NNE SCAEwS POURED CONCRETE (SEE SCHEDULE ON LASING f/~•-10 NUTS 0 t1" O.C. OR CONCRETE eLOCK SHEEP 10) wAll REOUY~O 4 ~YAL1 MOUNTING INSTALUT1aN F.B.C. Non M. n Yelocit Hurricane Zane :s=- ~- , ~ ~ ZOOJ EASTERN METAL SUPPLY, MC. ~ ~ ~ (~ ; tJ ~ c 1 TM . ~, 4 ~ . N ^ ^ ^ • ccor on utter stem ,. TIWT TESTING ~ ENGINEERING COMPANY Amtrlican Shutter S sef~m: . N oaawnoN OAT[ : „~. Y ~"" AaoclaNon Inc ~ ~... xa. >k, f~. ~. rr10M«n ~ eAwoas. rtoNfw- u w ~ : poaH~~-faro . Fos : (sos~e»-fsJf ~ . , ., a..~ -, DATE: ~/f a/as 4268 Weatroada Drive s r- amolk .ofxn Ee-ooaufo DRAWING Nc west Palm Beach, FL 33407 ~ 05-196 ,,~;. P.E. SEAL/SIGNATURE/GATE ,~ ~, TER 111UT Jr. /. E ~ uc. ~ wIn ~ a SHEET POURED CONCRETE ANCHORS NOTE Ana ~HAnaN of srt:Ttaas; CONCRETE (SEE SCHEDULE ON SHEET 11) t REQUIRED ~ t - 5EE S-tEET J FpR T-'PICAL lNUiTER EDGE OF 1 m ASSEMBLY !W 1- ~ ~ MIN. SEPMATgN 2- MOWitNC SECTIONS CAN eE COMBINED APPLICABLE ~ TO tRA.SS ~ 1 MV ANT wAT TO SUR ANY DISTALUITION. 1 1 , 1 11 - , ~ '~ E. 0. ^ EOCE DISTANCE 1 1 ~ ~ E%tSflNO ; " ' ' OIASS~ i (SEE NOTES ~ SCHEDULE OM SHEEP t 1) i i 1 ' 1 11 ~ , 11 ' J 11 1 I E1A,4Tp~IC ; II ~• 11 ~~, ~~ 1 I ~ aF slAe ,~ ~ / ~ICABLE I ~ wr. SEPARATIDN ,~ To suss ~~ D, coNCRETE REQUIRED FIAT FIFAD CONCRETE ANCHORS (aEE SCHEDULE ON BHEEr 11) N ~ MIN. SEt'ARATION TO p IQg ~ ~ , ~ E%iSTINC ' ~1; ~ ~ 1 ~NJ/4~ S.S, NEX HEAD TEI( ; ~ 1 " ALTERNATE i i i i SCREwS ~ 0" O.C. OR 1/4"r-ZO 1 1 1 ~~ - 1 ANCHOR , I ss. Ms. w/ NUT • ~" a.c. ~ , I ~ LOCATION ~ ~ ~tOrJ/~ Na WASHER HEAD ~ ~ ~ 1 ~n 1 Mw TEIC scREws o ts~ oc. 1 I CONCRETE ANCHORS (SEE ' 1 ~ 1 SCHEDULE ON SHEET 11 ) " 1 N i ~ EDrE ~ ~ 1 ~ 1 1 1 tf2 I11 1 EDGE Of ~ ~ ~ ~ 1 ~ 1 1 ~~ ~y~,, ^"""'.~ (SEE SCHEDULE ON SHEET 11) ~. ~' ' ' POURED APPUCAB.,E THIS INSTAUATiON SHALL pE REMOVABLE WI~7r PERFORIAED ' , CONCRETE REOUSiED 0.• , p ~ ADJACENT TO AN OPERABLE E%IT OR ENTRANCE .; 1 ~ , //~ i .~ „ t t/t ./'/ EDGE OF SLAB B' APPLICABLd FLOOR YOUNTIN INSTA ~?'~ON t INSTALLATION DETAILS .~ .,~ ~J M• .~~ • ' "3 .. •~ .,~I " ; .,. ~ ~,,. P.E. SElll REIoA~ CONCRETE REQUIRED'r ------f. D.«--,.I e t INC. TILLIT TESTING t ENpNEERINC COMPANY i1 N.N i1M1.7L. !G. iDi~ 1w01N QMOOII, RAI~p~ 17tH Ptren~ : (,ioB~~1-15~ . rep : (JO~aa-+eJt .-nlNt LIEI~Md.nnl p•OOOi711 NAI.IER R 11<LFT .M. r. E rtoRlol- Lk ~ atln ^ ^ . Amwloan Shulhr Sritomo As,sto~ailon, Ina. 4288 Waatroada Oruro bleat Palm 8~ach, Fl 33407 ~'.B.C. Nan N. h Yep ~ t n oc t Hurricane D e O100J EASTERN YEfAL SUPPLY. MIC. Tw " ccor on utter terra ~~ DRAWING No os-196 (~~y 13F~+~fl our (i0f3-T1 ALLO1~ ALUM. ANq.E w i~ T 4"r TAPCOK AN cowc~ErE i klo.T/z s.MS. in TueE AT EACH ANOI.E. (fl'P) T/ ~, ,/z• 0 NC CLASS -.. -,. ~. 1" r111N. SEPARATION TO CUSS 000 I N E10STINC aASS SEE NOTES aN LOCiONC 8005 ®, Nv LoacS® ANO ALTEIMATE tAClc ®, oN shEEr ~. 8 OR C OR ~ OR EIOSnNC Bass QETAl1S ON SHEETS S #c F oR H I ~ ,1 t/4" Y 6 t/y' ~' T/s• QPPOSIN6 i flas/r s.rus.. ,r CENTERfJATES O.C. NLL IENChT. * 1' MIN. , SEPARATION ~ # * * TO CUSS ~ U U IN A ~* A A ~ ~qO ~~ L ~ onO ~ n .-. ~-~ ~.~J v v OOR " ~OoRQ a OUT SECTION 12 1 -------------------------~~~: ---- SYMMETRICAL ~~r IN B ~ COa+~R ~~~ r°.~` ~0~0400 0 1' MIN. ronoea~ F H I R J r° ocuss" ~.y ~* ~ ALTERNATE SECTION 12 POURED CONCRETE OR CONCRETE E~OCK WALL REQUIRED -.-~.J ANCHQRS e 16' O.C. ~ ~ oR OUT • M e , MAIf. suck F.B.C. on Hi h Yeloci Hurricane tone O zoos EASTERN METAL SUPPLY, INC. .r ",+1 r~ • i ~ .. ; ~' Nt. t ~ ^ ~ c;o on utter step c~ t ~ t . n N rx ENGI LLIT TESTI G NEERlNG CGMPANY Amwfoan Shufhr' m~ ~ otacarnar ostE . ,uat OroNn •, eaa N.N. >erw x.. aa. sae. vrioM+- oNpQQ, nary ss~a AMOOfa~on~ Inc. , iu a.a. ~r DATE: 7 Is/O: ,. ~ ~ 'n.m : isos~~-isso . r.. ; isal~l-TSJ1 4268 Weatrooda Drive i DRAWING No • , ~.~• ''"iee ~~•0M1 Ee-aoonTO We P I at a m Beach, FL 33407 s ~~++ r - A, TNJJT . P. E Yk~1TER ~ 4 05-19 D P .E. SEAL/SfGKATURE/DATE rq:olea Lle. ! µle~ a HEFT ~ ..... OUT (P(py (3~~cl~ POURED CONCRETE OR ~/ coNCr~TE BLOCK wAu RECAlIREO CONCRETE AI~FIO QSTI G G ASS ^,, 0 t e' O.C. 2 MI N E7 L _ _ EO ~ ~ EO i 1" MIN. SEPARATION 1/16'x3' MA%. (6063-T6) ~ ~ ~ TO GLASS CONT. ALUM. CLOSER ~ LOCATE AT ~ PLATE. (LOCATE AT ER SIDE OF N) 1/Z Mw Of ) 1 /2' MIN. ~tOxt/2 S.M,S. 016'O.C ~OR®OA(DDR~ ~~+~~J`"`~+ 1 POURED CONCRETE 0R CONCRETE BLOCK TfA~I REQUIRED p05TING GUISS --- - 1' MiN. SEPARAnoN TO GIJlSS ANCHOR 0 16' O.C. 1 2 MIN. ~---- 2` MM+. SEE DETAIL % FOR - SIDE CONNECTION TO TRACKS - POURED CONCRETE OR CONCRETE BLACK WALL REOUREO E%LSTINC CLASS -~ I' MIN. SEPARATK)N TO CLASS SEE QETA{L % FOA SIDE CONNECTION TO TRACKS _ POURED CONCRETE OR CONCRETE BlDpc WALL REQUIRED E%ISTNIG CLASS t' ~MN. SEPARATKIN ~~~ ~~~ -19~~~~®OR~ OR + OR ®~ OR®tQOR© 3 ~uw wwu~~rw~~wu w 1~ POURED CONCRETE OR CDNCRETE BLOCK WALL f REQUIRED E1gSTING . ~ ~ .,.. r. CIaSS ' ~tOxl/2 S.M.S. I' MX~I. • 12` O.C CONC ~p~~ t/2" MIN. TO OULSS Y ANCHOR • 12' Q,£, Q (2)~t4x1 3 4' -' _ . HV IN. ._,. - -~ EQ ~' MN. ~°R~°~~°"~ END CONNECTION DETAIL 6 ~~~~~~ END CONNECTION DETAIL Q ,~~.~ae~ O ~+moa~ .:r r '{ ,e ., :~ ~ ~ INc, ~ . : ~ : TILLIT TESTING ~ ENGINEERING COMPANY s t, ~ ' 170! x.N. 7MA. !R, !h. 704 YIIQINA aMr001l, RANOA 77iM ., a•hon~ : (70a)1"It-16J0 . Fax ; (JOl~71-1a71 r , ~-nplk tllMeeeoq.oom ,~ , L, - tNAITER A TNlJT k, -. L P.E. Silt. uKf/DATE itiOlgp4 Uc. + 1at17 F,6.C. Nan Ni h Yelocit Numcane done) ®2QD3 EASTERN METAL SUPPLY, INC. TM ^ ^ . ^ r on r stem cco utte Am~rloan ~hufMr ~hmst ottacltrrTloM arc o-a.n . ~+-s. Afst0010tI0Nx Ifiq. t «. aw• +r GATE: 7/13/OS 4ZB8 Weatroada Drive West Palm Beach, Fl 33407 ~~t~~ 4 ~ REOUIRE'D ONLY FOR SPANS GREATER TFUW t2'-0' ~~o~m 1 USE 1' OR 2' MA%. ALUANNUM CUP ANCLE (6063-T6 ALLOY) AT YDFEIGNT ' N/(1)+10x1/2" S.AI.S. TO®Ic (2)1/4'1 TAPCONS ANCNDRS ro wALL AT I • o.c. (LOCATE AT EITHER SIDE Of © ) sEE oErAIL z PEED CONCREr OR CONCRETE BLOCK WAIL REQUIRED EXISnNG GLASS i' MIN. sEPARAnoN -"~ 10 GLASS SIDE CONNECTION v' OR OR®OR~ TD TRACKS ------~ x- NV PIN. ~m~m~m o~~*O«~m PuN DRANANG Na 05-196 MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS w/ , ONE HV LOCK do NO LOCKING RODS (SEE NOTE t) CONCREtE ! WDOD iNSTALLAnONS ~ oc."~ "~ (p~•f•1 ti ~ -~ wAU Mou~rtl~c FLODR a7uNc NTING l+ l-~ l+ (hl l-(~ 30 OR LES 1e'-0" 16'-0' 16 to -O 35 t4'-to' t4'-tD' ts'-2' 1e'-o' 40 13'-10' 13'-10' 14'-2' is'-2' 45 13'-t` 13'-1' 13'-4" 14'-3` 50 t2'-s" t2'-s` t2'-e' 13'-7' 55 t1'-to" it'-to' 1~-1` 12'-t t" 00 11'-4' 11'-4' 11'-7" 12'-4' 85 to'-to' to'-to" tt'-1' tt'-t 1' 70 10'-e" t0'-6' 10'->a" 1 i'-5" 75 1D'-i" 10'-1" 10'-4' 11'-1' 80 o'-to' a'-1o' tD'-a' to'-q' 85 o'-e' si'-e' e'-a' tD'-s" 90 8'-3" !i'-3' 0'-S' 10'-1' 95 tl'-o' e'-e' 0'-2' o'-to" too e'-s' e'-4' a'-o' >t'-7" t 1 o e'-~' ~'-r a'-r a'-2' 115 e'-~' ~'-3' e'-4' e'-t t • t 20 e'-o' e'-t t' e'-2` e'-e' t25 T-to' e'-e' e'-D" e'-s' 130 7'-e" 6'-S" 7'-t0" e'-t' 135 1"-7' e'-2" 7'-si" 7'-!' 14o r-s' s-„" r-r r-a" 145 7'-3' S'-0' 7'-S" 7'-3' 150 r-Z' s'-7" 7'-4" 7'-O' 155 T-o" s'-s' T-2' e'-e' 1 DO 8'-I t' S'-2" 7,-'r e,-7" 165 e'-to` s'-t' 7'-0' e'-4' 170 i'-0' 4'-11' 6'-i 1' 8'-2' t 75 e'-7` ~'-e' e'-o' e'-o' 180 6'-e' 4'-e' 6'-e' s'-70' 185 e'-s' 4'-e• e'-7' s'-e' 190 6'-4` 4'-5' e'-e' 8'-e' 195 e'-3' 4'-3' e'-s" s'-s' ZOO 6'-2' 4'-2' 6'-4` S'-3' 205 6'-1' 4'-1' 6'-3' S'-t" MAXIMUM SHUTTER SPAN INSTALLATIONS W/ ONE HV LOCK do NO LOCKING RODS ~ (SEE NOTE t) wAw1~~+ oa~- ta~c ~.) 1 ~ CONCRETE ~ M~000 INSTAlUT10N5 ~ tYALL f100R/LEN.NVfi MOIA~ITNKi L+ (~ l- 30 t e'-0" t 6'-0` JS 14'-10" 14'-10' 40 13'-t0" t3'-10' 45 13'-1" 13'-1' 5o ts'-s' 12'-s' 55 it'-tD' 1t'-t0' BO 11'-4' 11'-4' 65 to'-to' to'-to' 7o to'-e' 1D'-e' 75 t0'-1' to'-t" 90 0'-10' o'-to' 85 e'-e' e'-e' 9O tT'-3' sr'-3' 95 ~'-a' e'-a" too e'-e' e,_4. toy e'-~' r-1I' 11 o e'-~' ~'-~' 115 e'-2' ~'-~" 12o e'-a' e'-t t' 1Z5 r-to" e'-e' 130 7'-e' e'-S' 135 r-r e'-2' too T-s' s'-tt' 145 7'-3" s'-9` 150 ~'-2" S'-~• 155 7'-D' s'-s' 160 e'-t I" s'-2' 165 e'-to' s'-t' 170 8'-9' ~'-t t" 115 e'-7' ~'-o' teo e'-e' 4'-e' 185 e'-s• 4'-e' 190 6'-4' 4'-S' 195 6'-3' 4'-3" ~ e'-2" 4'-~` ?05 e'-t' 4'-t' I N51611 etltlt]l.l FGEd Q CONCRETE ec MMISORY W0~ WALL MOUNTING 1, 2, 3 k 4 1W, Zlh-, 3W, 4W, 5W k 6W FLOOR/CEILING MouNnNC 5, 8, 7 k e 8W, 9W k taw ~ MAXIMUM SHUTTER SPAN 'L+' OR 'l-' FOR iNSTAllA110N5 INTO WOOD SHALL BE UMtTED TO 110 pH. DESION LOAD. CORNER CENTERMATE ~3 Y4A1' BE USED AT ALL MouNnNC INSTALUnoNS. LQCKNC sPEaFlcAnoas SHALL BE AS INDICATED ON (~WOATORY CONDITION f 2 NOTE ~4, SHEET 4 OF t4 - ,,. .,. .~ ;r' , Ne. .! . ` : ~? ' ~ >h t TESTING k ENGINEERING COMPANY W s ~ u~ Kw. yea. x w. ~. wloae. nay ut« . rAaH ~ (J06~71-teJO . Fa : (.1C!)071-~iJt .. 1, S ~-nroll: gl~mlMalo^n ~~ • ..... • : ~ Iw4.1EN A. 1tu,IT .k. P. E. ~ ` M P.E. SERI ~ DATE ROIIDA LIC ~ Nt{7 • NOTES: (t} ~+: rwcwluM ALLOWABLE SPAN FDR ~ cnrENN POSITNE DE51GN LOAD. L-: MALI. ALLOWABLE SPAN FOR A GNEN NEWTNE DE31GN LOAD. (2) PROCEDURE TO DETERMINE WdpMU-~ SPAN FOR WALL MOUNTINGS STOP/BOtTOM} OR F<,OOR/CpUNC: CNEN A POSRNE DESIGN lOAD, OETER-IINE MAtIiMUM SPAN `L}• FROM SCH~EDULF. T3VEN A NEGATNE DESIGN LOAD, OETERMBIE MAIDMUM SPAN 1-' FROM SCHEDULE. FINAL MA><MriUM AVOWABLE SPAN IS EQUAL TO THE ~y DETERMINED SPAN BETWEEN 'L+' AND 'L-'. (3) PROCEDURE TO DETERMNE MAXIMUM SPAN FOR COMBMIAlIONS IN BETWEEN WALL MOUNTWGS W/ FLOOR/CEIUNC YOUNIINGS: FOR A CNFJd POSITIVE DESIGN LOAD: DETERMINE: Lt+^ MAX. SPAN FOR WALL MOt1NTiNC INSTALLATIONS. is+• MAx. SPAN FDR FLOOR/CEIUNC MoUNnNc iNSrALUnoNS. FOR A CKEN NECAINE DESIGN LQAD: DETERMINE: Lt-- MAX. SPAN FQR WAIL MOUNTING INSTALLATIONS. ~-- MAx. SAN FQR FLOaR/cETUNC MouNTnac ~,sruunoNS. f1NAl MAXIMUM ALLONIABLE SPAN IS EOUAL TO THE M~+IIMUM BETTYEEN 'lt+ ; 'Is+', 'L,-' AND 'L.t;-• (4J GO TD ANCHOR SCHEDULE wrrH flNAI MAXIMUM ALLOWABLE SPAN ANO NECATNE DESIGN LOAD TO DET17tM~VE MAXIMUM ANCHOR SPACING. • ^ ^ ^ Amertoon Shutter S~~ Auoalatton~ Ino. 4268 Weatroade Drive bleat Polm Beoch, fl. 33407 f.B,C. Non Hi h Yelocit Hurricane lone 0 tow EASTERN METAL suPPLY, INC. I BERTHA HV'" I Accordion Shutter System ~~ pRAWINC No OS-196 l~~y ~3~~ ~~+ 1!~'is1~.~lIIi~J~W TMCp~I ~u vaet souo-scr IMEbf~-IOLT ~ ~ WALL MOUNTING ' 1" Max. 8 0 HEAC N(A4TN[ ot'!~ u Jo 4a Bo re eo 14 1? 10 ! d J'-0' 14 1? 10 ! d ~ 14 1? 10 ! e 14 1? 10 ! e 4'-0' 14 1? 10 e e 14 11 10 ! e 14 1? 10 9 ~ SEE ANCHOR SPECIFICATIONS ON SHEET 11 WALL MOUNTING 4 ~c orsoN Marc 14 1? 10 D e S J - 14 i? f 0 9 e e J.5 - 14 1? 10 D ! e e 3 14 1? 10 e 4 - - 14 1? 10 0 6.3 J.3 - - 14 1? 10 e 7 3 - - Q'-0' 1< 1? 10 ! e S.S - - 14 1? 10 D e e 4.3 - !4 1? 10 l e e 6 6 14 1? 10 ! e 4 - - 14 1? 10 ! e d J - 14 1? f0 9 e e e 4.3 14 1? 10 ! e e 3 J.5 14 12 10 ! e e e 4 14 1? 10 9 e e e e 14 1? 10 D T.5 J - - }4 11 10 ! e 7 - - 14 1? 10 D e e 5 J 14 1? 10 d 7 3.3 - - 14 12 10 9 e S.5 - - 14 1? 10 ! e e 6 4 14 1? A 5 - - - - 14 i? e T 3.3 - - 14 1? 9 7 e J.3 - T'_0' 14 1? 10 8 e 4 - - 14 12 10 ! e e.3 J - 14 1? f 0 ! e e e 3 14 1? 10 ! e - - - 14 1? 10 8 e J - - 14 12 10 9 e e 5 J.3 14 1? 10 9 e 6,5 4 - 14 1? f0 ! e e 3 - 14 1? 10 8 e e e 6 14 1? 10 e 4 - - 14 f1 10 8 e J.3 - - 14 1? 10 ! e e.3 J.3 - 14 1? 10 e 5 J - - }4 I? 10 e e 13 - - 14 i? 10 !i' e e 3 - 14 11.5 7 J - - - 14 11,5 7 8 J.3 - - - 14 i 1.3 7.3 6 3 - - d'-0' 14 1? 10 ! 3.5 - - - 14 1? f0 ! e 4.5 - - 14 11 10 D e e e - 14 12 10 7 4 - - - }4 1? 10 ! e J - - 14 12 10 ! e e.3 4 - 14 12 10 ! e S - - 14 I? 10 ! e 7 - - 14 I? 10 D e e e - 14 1? 10 5 J - - 14 1? 10 ! 7 - - - 14 I? 10 ! e S J - 14 i? 10 5.3 J.5 - - - 14 t? f 0 ! 6.5 - - - 14 1? 10 ! e e.5 - - 3.5 f 0 4 - - - - - 3.3 10 6.5 3 - - - - J.5 10 7 3.5 4 - - 9'-0" 14 1? 10 e,3 4 - - 14 1? 10 ! 7.5 J - - 14 i? 10 ! e 1.5 - - N 1? 10 3 - - - - 14 1? 10 ! 3.3 - - - 14 f? 10 0 e 5.3 - 14 1? 10 D 1 4 - - 14 I? 10 9 e 3.3 - - 14 11 10 ! e e - - 14 1? 1.5 J.3 - - - 14 12 10 D 4 - - - 14 1? 10 8 7 4 - 14 1? a 4.5 ] - - - 14 1? 10 9 4.5 - - 14 I? 10 0 e - - 11 9 J - - - - f? 9 8 J - - - - 1? 9 e 4,5 J - - - f0'-0' 14 1? !.3 5 15 - - - 14 12 10 9 3.5 - - - 14 I? 10 9 e - - - 14 1? 7 J.3 - - - t4 1? 10 e 4 - - - 14 1? i0 1r 7.3 - - - 14 i? 10 a3 5.3 - - - 14 11 10 9 e - - - 14 1? 10 9 e - - - 14 1? 3 - - - - f4 11 10 3.5 - - - - 14 i? f0 a 3.3 - - - 14 1? a J.3 - - - 14 1? 10 6 - - - f 4 1? 10 9 - - - 1 I e.3 - - - } 1 e 3.5 - - - - - 1 } e.5 5.5 J.5 - - - - 11'-0' 14 1? 1 4 - - - 14 f? 10 T - - - 14 1? 10 ! - - - - 14 12 3 Js - - 14 1? 10 3 - - - 14 1? 10 ! - - 14 1? f 0 1 - - - - 14 1? 10 ! - - - - 14 12 f 0 O - - - - 14 1? J.3 - - - - - 14 1? f0 J.5 - - - - 14 1? 10 6.6 - - 14 1? 3 - - - 14 1? 10 - - 14 I? 10 - - - 10 7.8 - - - - - - 10 ~5 J.3 - - - f0 7.5 3 - - - - - i?'-O' 14 11 3.3 - - - - - 14 1? 10 - - - - - 14 1? 10 - - - - 14 1? 4 - - - - 14 1? 10 - - - - - 14 1? iD - - - - 14 1? ! - - - - - 14 12 f0 - - - - - 14 1? 10 - - - - 14 12 3 - - - 14 1? 7 - - - - - 14 1? ! 5.5 - - 14 1? 4 - - - 14 12 7.5 - - - 14 1? 10 - - - - - ! S - - - - - 9,S 1 - - - - 9.3 7 4 - - - - - 1J'-0' 14 12 4.5 - - - - 14 11 8 - - - - - 14 i? 10 - - - 14 1? 4 - - - 14 i? 8.3 - - - - - i4 1? 10 - - - - 14 1? 7.3 - - - - 14 1? 10 - - - - 14 1? 10 - - - - 14 9 - - - - 14 1? 4.3 - - - - - 14 1? 7.3 - - 14 0.3 J.5 - - - 14 1? 3.3 - - - - - 14 11 10 - - - e.3 J.3 - - - e.5 6,3 - - - - e.5 65 3.5 - - - - - 14'-0' 14 1? 4 - - - - - 14 1? 6.5 - - - - 14 11 10 - - - - 14 D 4 - - - - - 14 }? 6 - - - - 14 1? e - - - - - 14 1? e.3 - - - - 14 1? 10 - - - - 14 I? 10 - - 14 8.5 - - - - 14 11 J.5 - - 14 11 6.S - - - 14 a5 - - - 14 1? - - - - - - 14 12 - - - - - - e J - - - e e - - - - e e - - - - 13'-0~ 14 8.5 - - - - 14 I? - - - - - 14 1? - - - 14 1 - - - 14 1? - - - - 14 t? - - 14 1? - - - - 14 1? - - - - - - 14 1? - - - - }4 5 - - - - - 14 1.5 - - 14 11 - - - - 14 - - - - - 14 - - - - - - 14 - - - 7.5 - - 7.5 - - - - - - 1.3 - - - - - - - 1 e'.p' 14 - - - - 14 - - - - - 14 - - - - 14 - - - - - 14 - - - - - i4 - - - - - - 14 - - - - 14 - - - - - 14 - - - - 14 - - - - - 14 - - - - 14 - - - - - F,B.C, Mon NI h Yelocit Murricone Lone 02003 EASTERN MEr~I SUPPLY, p4C. `~ ~~ ~' :~ " ~ ~ ~ : ~ ~. ~M~. ^ . . . r stem r on utte cco . •~, ~' ' N R N Am~rloan Shutter S~nhm>t ocsanrraN OAT[ o~ . ~~ • ~ ; t GINEE I G COYIPANY TAUT TESTING ~ E VIIGMYI Qom N ~IIA l1 !M ~N r~ iJiN pS1 N Aaooiatton~ Ino, , ., eras f ~ ~ 1J ~ DATE I I , . . . . , ., vna~.: »-1e~o . rer : >o, 1-1571 (~)' t ~ 4268 Westroads Drive : N DRAWING o '• '•.,., , ° '~ ~ Nma~ 1II1Ne~aa.Nn+ West Palm Beach, FL 33407 ~ 196 05 ~ .~ a _ - ~7~0 ~~R ~ TbdJT ~, P - ''....'-,•-•' . . noiaci- uG ~ µ/~~ a SHEET P.E. SEAL/SIGNATURE/GATE Lola y L3F~~ N POURED CONCRETE PWREO CONGf~TE cancREr~: aua HV WALL MOUNTING 1 W HV OUN~NG WALL MOUNTING 3 W HV WALL MOUNTING 3 W HV SILL 1 2" Max. 8 0 HEADER SILL 2 WALL M 2 1" lox. 8 0 HEADER SILL 1 2" Max. 8 0 HEADER 51LL 2 ALL POMrtI IOTA-!ET WIDOE-IDLY CEILING MOUNTING 9 ~~ 1®pNE OEI011 U71D ~ lPAN (~ J'-0' OR LFS 4'-0• .~••w 5'-0• 6'-0' 1'-0• e'-o• (SEE MOUNTINGS 5. 6, 7, Sc 0 ON SHEET 6). FLOOR MOUNTING 8 FLOOR MOUNTING 7 FLOOR MOUNTING 0 ra-s.e ersar Ten t..A MiAAiq[ 0!!WI LOb ~ KtN1-1YE OEIIOK lAi1D (PfJ it 10 I e e - - 14 11 10 e e e - - 14 iT 10 I e 0 - 14 1T 10 I 7.3 S.S - 14 4 1T D 1 6 4.S - - 14 11 10 I e e - - t4 0.5 7 5.5 4.S J.S - - T.S I.5 6 S 4 J - i e - - 14 }T e e s 4 - - 14 10.5 7 s.s 4.s JS - 10 -0 14 1T 10 a es S - - 14 12 10 I e - 14 it 10 8 e 1 - - 14 it 10 I e e - - 14 it 10 I 7.5 5.5 - - 14 it f0 e.S 7 S - 1 11 a 6.5 s 4 - - 14 1T 10 I e e - - 2.5 e.s e s 4 J - - 1.s e:S s.s 4.3 J.s T.s - - 4 ~_ 4 iT e 7 e 4.S - - 14 11 10 g e e - - 14 fO.S ~ !.s 4.3 J.~ - - iJ I.S Q.5 5 4 J - 11 0 i _ 4 1 10 ! e e.5 - - 14 it 10 I e e - - 14 1? 10 e 1 S - - 14 11 I,5 7.S a 4.S - f ! 14 11 1.S e S - - - 14 iT 10 I e - - - 1.5 e.5 5.5 4.S ].S - - - 0.S 7.5 5 4 J.5 - •_ • 14 1T a e.S S.5 - - - 14 I2 10 D e - - - W 10 e.5 5 4 - - - 12 e e 4.s 4 - - - iT D _ iT f0 I e - - - 14 it 10 g e - - - 14 12 D.5 7.s e - - 14 12 e.5 7 5.3 - 14 _ - . to e.s s.s 4.s - - - 14 it l0 9 e - - - as e s 4 as - - I.5 >' 4.5 J.s 3 - Js _ ~_ • 14 11.5 1.S e S - - - 14 I2 10 e e - - - 12 ! 6 4.S 4 - - - f i e Ss 4 J.S - - iJ o _ - - 14 12 10 tl,S 3' - - - 14 I2 f0 I e - - - 14 iT e.S 7 6 - - t4 1T a e.S e - .S 9.5 e S - - - - 14 12 10 D - - - - 10 7.S S 4 - - - g e.5 4.3 J.5 - - - - 2 10 7.5 S 4 - - - 14'-0' 14 10.5 >' S.5 - - - 14 iT 10 e - - - - i1 es S.S 4.5 - - - 14 12 10 e - - - - 14 12 10 e - - - 14 f2 a e.S - - - - 14 it 7.5 e - - - - e e - - - - - 14 IT to - - - - I ~ 4.s - - - - - e e 4 - - - - - 12 - - - • o a.s - - - - 14 It to - - - - as e s - - - s.a ~ 4.s 13 -O J.S 1 - _ - - t4 O.S 7 - - - 14 iT LS - - - 14 12 10 - - - - t4 1 f.5 7.5 - - e.S t.5 4 - - - - 7.5 S.5 4 - - - - - 11 a S.S - - - - 14 }1 10 - - - - s - - - - - e e.s 4.s - 6'-0' 2.5 I.5 6 - - - - 14 12 10 - - - - 10 1.5 i - 14 iT t0 - - - - - 14 a5 7 - - - - iJ e. e.S - - - 14 12 D - - .~,. . ~ "l- M • • 'r • i ~ t} INt. •~~ Y ;d ~ TR.LIT TESTING It ENGINEERING COMPANY ~: p11 N.~. 7MA. IL. IM. 704 YINIMN ON1aM4 ILd10A 771N ~' PMns : ]OS 1-1'110 . Fo+~ : (30!)0'11-1131 ( )~ ~, ...~ ae.a...a.oe~ • EB-p001TTI ' !,, .: ~^ WAITER A 111,IJT X. P. E ~`~.. .:~ ' FLORgA lk. ~ 44117 P.E. SEAL S1~N~URE DATE ~ ~ • ~. ANCiiORS TO UALL MALL BE AS ~Ol1AMi: (A) TO OYSTMQ POURED OONCR[T[: (M~. fs - J rri) - 1/4'~ TAPCON ANCFgR3. AS WWIIFACIIN1Ep BT IT.W. RAMSET/ RED NEAO. - t/4Y r 3/4' ALL PDMII't LOUD-SET ANCFgRS JIS DgTR6unA Br ALL IOIITS SCREW. /OlT • SoECY1lTY OOrilW1'. - 1/4Y WEDGE-BOLT ANCHORS AS YANUFACMIED K POiWiR3 FAS>~G, MIC. NOIES: At) YNYIUY EII~DM[NT OITO POURED CONtAETE OF TAPCON AMCIiORS K 1 3/4•. AND 1• FOR WEDGE-IDLY ANCHORS. A4) MWOAUY aeEDMENT OF 1/4.4 . 3/4' ALL POWYS sous-sET ANa,oRS SMw.L eE T/e• MrtD 7HE PARED CONCRETE. No EMIEOMENT IITD sluCCO SNh1 eE PplMmm. ~/•• alD s.s. MYIpAIE saaw usEO sHa: IE 1 i/1• LaNC I~IMMNJM SIiDUTA STUCCO cG:r, ANO ,• wwlAw FDR WALLS wrtH NO a~lycca. A.3) N CASE TWIT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR A>fY VEt1EER ~ FOUND ON TdE EIOSTIlO WAIL OR F100a, ANCHORS li1AIL eE IDNC ENOUGH To RF'aCM THE MAIN >{1RUCRilE IENMID SMO wu.l RipltlES. ANCIIDRAGE SHNl E A! MpICATEO ON NOTES At) g A1) ABOVE. FOIL MSFALlAl10NS ON VklYl f:DNIG OR ELF'S CONSULT THIS ENpNEER. (B) TO EIIISiINO CONI71ETl' BLOCK WALL: - t /4 • TAPCON ANCHORS, A! MNSiACIUAED eT I.T.W. RAMSET/ TIED HEAD. - t /4./ r 3/4' ALL PdNT9 SOLID-SEi ANCHORS AS OIST1tlINE0 BT ALL POPRS IpIDN, BOLT k SPEQAITT COWANT. 1/4y HEDGE-BOLT W/ 1/4.1 eIOCK-PIUO ANCHORS AS YAIIIFACTURED ~ POWEtii FASTENNC, E1C. NOTES: e,t) wuw~tel EYIEDMENt MITO CONCRETE BLOCK ai TAPCON ak WEDGE-IDLY ANCtIDRS, Is , ,/,'. e.s) WNOIUY aiEDMENT of 1/4'~ r 3/4' All. ~Dlrts 90U0-StT ANCMDIIS SilA~.l BE ENiNELY aBEDOm M110 THE CONCRETE ILOCK. NO EM/mYENT M-iD STUCCO ri1N.l ~ PERIItTTm. 1/4 1-40 S.S. MACINNE SCREW uslro sHAll eE 1 1/4' LoNC MIIMMI SHOULD sn,cca E>psT, AND 1 • Nllwuu FOR WALLS W11M ND SNCCO, Q.J) N1 CASE '1IiAT PRECAST STONE, PRECASt COAK7iETE PANELS, PAYERS DR ANY VENEER eE FOUND ON WTMAIEI. d11S11NG WAIL OR FLOOR, ANCHORS SHALL IE LONG ENOUGH t0 RFACFt THE UNM SIRUCNRE ~N14D SAE1 FIMSFIES. ANCHORAGE 511N1 9E As EiDCATED ON MATES I.1) N I1) AeDrE FOR IIls1lALUnoNs oN naYl aTOdre DR dFS CONSINT tH15 E1101NEEtti (C) ANCHORS SE4-LL eE r+sTAUEO FOIlOWWO All OF THE ItC01WENDAt10NS AND SPECRIGTIONS DF 1NE ANCHOR'S WWUFACTUAER (O) SEE SCHEDULE BEIAW FOR EDGE DISTANCE (E.a} VERSUS SPACING RELATIONShIP FOR ANDHORS. ;C1CE p15TANC~ YERS 1~ SPAC TOR ANCHORS MA1fO/U11 ANCHOII SPACNCS ARE V1W0 FOR 3 1/1" EDGE dSTANCE FOR 1/4'1 TAPT:ON AND SOLID SET AND WEDDE-BOLT TOR E. 0. ~TfWV THE ABOVE MEN110NE0, REDUCE ANCHOR SPACING IT yULTpL SPACING SHOMM ON sCNEDUIF IY THE 1'OLLOM0IG FACTORS. (NOTE -e~. E: D. 1'OR ALL ronlr sauo sET ANCHORS Is 3~. Rdxlcm SPACMIC Oe-NNED USI1C FACTOR SHALL NGT BE LESS THAN MINMJM SPAt4NG Rtda-TED FOR EACH ANCHOR tTPE. FACTOR ACTUk E, 0. WEDGE-p1T 1/4'~ TAPCON SOIA SET MrL IrAaNe • 7' rw: 7rApra • r MM. trAaMl • 7a• 3• an o.is an 11/1• o.II oee - 1' 0.~0 O.bO - ^ ^ ^ ^ Am~rloan Shin S~nhmrt Afl~Q~On~ ~nC. 4268 Westroodl Drive West Palm 8eoch, FL 33407 on N. h Yelocit Hurricane Zone F.B.C. N 0100) EASTERN MIETJIL SIIPP~Y, INC. TM r step cor on utte C Y 1 .. e.sr rp OIAlE: 7/IJ/OS : pRAWI1vC No os-~9s 4 Cpc~~i l3 ~4~ i+ (SEE MOUNTINGS ON SHEETS t 3 ~ 14). ~ U B ~T RAT E UTHERN PINE No. 2 SO OUGLAS FIR W D f W MIN. G=0.55 / I = .5 M N. G 0 0 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 1 2" MIN. CDX / PLYWOOD tMx>wur~ SPAN (1t) WALL MOUNTINGS 1 W, 2W, 3W do 6W IN NT W CEIL G MOU 8 FLOOR MOUNTINGS 9W 3c 14W WALL MOUNTINGS 1 W, 2W, 3W do fiW CEILING MOUNT 8W FLOOR MOUNTINGS 9W do t OW TIN WALL NOUN GS 1 W, 2W, 3W do 6W CEILING MOUNT SW FLOOR MOUNTINGS 9W do t OW WA L MOUNTINGS L W & 5W 4 NECAINE DESN+H Ld-D (~ NECAINE OESIGN LARD (p~ NxIITNE DESIGN LQ~O (p4f) NECATdE DESIGN LOAD (p~fj NECATME OE51CN LOAO (p~ IIECAI'Nf t1ESiCN LDAD (~~ NEOAINE OESICII LWD 30 40 60 75 90 05 30 40 80 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 fi0 75 90 OS 30 40 60 75 90 05 '-0' OA 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 $ 6 6 6 6 6 6 6 6 5 4 4 4 3 ' 4 -0 12 10 10 9 8 8 6 6 6 6 8 8 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 $ 6 6 8 8 6 6 6 5 4 4 4 3 - 12 10 10 9 8 8 6 6 6 6 6 .5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 ti 5 4 4 4 3 • 6-0 12 10 10 9 8 6.5 6 8 8 6 5.5 4.5 12 10 1 0 9 8 5 6 6 8 .5 5 4.5 12 10 10 8 6 3.5 6 8 6 8 5 4.5 6 5 4 4 3.5 - 7'_0• 12 10 10 9 6,5 4 6 6 6 ,5 a.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - $'-0" 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - - 6 8 5 .5 3.5 3 6 5 4 - - g'_0" 12 10 10 5 3.5 - fi 6 5.5 .5 3.5 3 t2 10 9 4 - - 6 fi 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5 - - - t0'-0" 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 fi 3 - - 6 6 4 .5 3 - t2 10 3 - - - fi B 4 .5 3 - fi 5 - - - 11'-0" 12 10 5.5 - - 6 6 4,5 - - - 12 10 4.5 - - - 6 .5 3.5 - - 12 1 p - - 6 5.5 4 - 6 5 - - - - ' 1 Z -0 12 10 4.5 - - 6 6 4 - - - 12 10 3.5 - - - 6 5 3.5 - - 12 10 - - - - fi 5 3.5 - 6 5 - - 13'-0" 12 10 - - 6 6 - - - 12 10 - - 6 4.5 - - - t 2 7.5 - - 8 4.5 - - - - fi .5 - - - 14'-0" 12 10 - - 6 5.5 - - 12 7 - - .5 4.5 - 12 7 - - .5 4.S - - - - 6 3 - - 15'-0" 12 - - - - 6 - - - - - 12 - - - - 5 - - - - - 12 - - - 5 - - 6 - - - 16'-0" t 2 - - - - 6 - - - 12 - - 5 - - - 1. - - - - - 5 - - 6 - - - • NOTES ON ANCHORS REQUIREMENTS: WQgO SU@~~, 1. ANCHORS TO tNAIL FLAOR ~ SOUO wood so~T SHALL eE AS POL.tAWS: - 1/4"/ TAPCON ANCHORS, AS ANNUfACNREO BY LT.W. DUIIDEX MI/ ANIpI~Uwl EIIBEDNEM AS INDIG~TEO AT EACH SECTION ON SHEETS 13 N 14. E1fCEP11DN: SEE MORE Z BELAW. 2. ANCHORS TO HOU.OW CERJNC SHALL BE AS PER wOtlNtNiG TYPE 7W, SHEET 14 AND SHAiI CON95T OF LAG SCREWS AS PER NDS 1997 SPEgf1CA110N5. 3. SUBSTRATE SHALL CONSIST Of THE Fpu01MNC: -SOUTHERN PINE No. Z W/ G~O.~ (N.D.S) _OpUpN F1R w/ WO.SO {N.D.S.) -SPRUCE PATE F1R NORTH W/ C•0.43 {N.DS,j -SPRUCE PINE FIR SOUTH MI/ C-0.31 {N.D.S.J -NIN. i/Z' CDIf PLYW000 (19e1 APA) 4. ANCI~ORS SIIN.L 0E AISTALLEO FOLLOWNI6 ALL OF THE RECOwtYEt~AT10NS AND SPECi1GT10N5 OF THE ANCHOR'S -1IIAIFAGTURER. ~~. ~. ~,~ s• r, r ~'' k IMC, • ;~ TILLIT TESTING rk ENGtNEER~NG COMPANY •. wa M.K. ~ n., >ta. ~,.vaow~ aMOCrn. ao~o~ ~tx Pn~ : {30571-16J0 . Fay : (30l~71-1SJ1 `1. ~. -' ~-rnol~ tlaarool.am ., ®-aooa,9 '•.~ MIALTER A Ti1.UT Jl. P. G fLOIMDA Uc. !441 t1 P.E. E/DATE ^ ^ • ~ An,.rioan shutter sritm~ At~taC~t;t~011~ ~fl~. 4269 Weatroade Drive Weat Palrn Beach, FL 33407 F .C. Non Ni h Yelocit Hurricane Zone .B y 0 X003 EASTERN METAL SUPPLY, AtC. I BERTHA NV'" I Accordion Shutter System w a.a~ DRAWING No 05-196 (may ~~a~~~ WALL FMMSH t/t`~ TApCpN w/ t t 2' Mln. '' PENETRATION OF AREA Tp ExISTINC WOOD HEADER. (SEE SCHEDtA,E ON SHEEP t2) N ~ Fat C r •. ~ t n~ ,,. T /4•~ TAPCON w/ t t /z' Min. PENETRATION OF T-IREApEp AREA TO EtOSTINC WOOD HEADER. (SEE SCNEDIN.E ON SPIFFY t 2) ~' ~ t/~"~-20x3/~" S.S. MAGHWE w t 4'- o Nuts ! t - Mll~t. •ti• SCREWS / / 2 AamoN------ a 0 t s' O.C. TO CLASS ....._ •. r' 2Q 1NALL CONNECTION AT TOP Pr'1~1 I .. ~ S 11NC MIN. EItI 1'x4' WOOD HEADER REQu~ED ~ ExISTING CLASS 1 • MIN. ARA TO CLASS :<s' ;`' WAIL ''.".. •' FINISH '~. I ~ ExtsrlNCC MIN. ! 1'x4' W000 ~ HEADER REQUIRED I i' MRI. E%ISTMlG ARATI ~s..y ro CLASS Q ~,LL CONNECTION AT TOP EIasTINc ~ cuss--r t' MIN. ~ ~ ! 2'x4' CONT. PAMTIO Ex15TMVC 4 wooo PLATE TO sass ~ REO'0, ^ ! ~ r'(f-711 WALL ~ • - FINISH I I N 2'x4' CON1.--~ ~ WOOD PLATE N F oIt ~ REQ'D. :~ t/4`~ TAPCON W/ 1/2' Min. PENETRATION OF 1HREADED AREA INTO Ph!w00D. (SEE SCHEDULE ON SHEET t2) 1/z' MIN, CDx PLYWOOD REO'0. ExISTIMG Md1, 1':4" STUDS 0 td' O.C. MAx. REOb. pGYW00D TO AE ATTACT•IEO TO STUDS M ACCORDANCE WITH SECTNx+t 1300 OF THE F.B.C. ~ THE S.B.C. (FOR NEw AND E>aSTwc CONSTRUCTION RESPECTIVELY). BALL CONNECTION _AT 90 0~1 t • MIN, --sEPARAn ro CIASs ., I ~< ExISnNC ( ~, CUSS-~ i 1 1- SHEET 3 FOR IYOICAI SHUTTER ASSEMe~r 2-MOUN1YrC SECTIONS CAN LE COMBINED M ANY WAY TO SLIT ANY INSTALUTtON. i ~~ n ~•,. .: N FCC ~: 1/4'1 TAPCON W 1 1 ~' Min PENETRATION I / / OF THREADED AREA TO ExISTING W000 PLATE . (SEE SCHEDULE ON SHEET 12) 2•x4" CONY, SILL PLATE RED•D. • - I - -t. Min J V ~ 1/4'M10xJ/~• S.S. MACHINE ~':~ SC~1M5 w/ t/4'-20 NUTS 0 t 2" O.C. t /4"/ TAPCON w/ t /z' Min. 1/I' MIN. cox PENETRATION OF THREADED AREA N~TD PLYWOOD REOb. ~• WALL F1thSH (SEE SCHEDULE ON SHEET t 2) W wa.. u CONNECTION Aj, BQnOi~ -, .~,~~_ r? ~~ r ^. ` ~' ~1• INC. X ~ ~ ^~ ':, TiLUT TESTING k ENGINEERING COMPANY • ~ w.rr. >ta. ~. e.. 4os. wtaHx r~oc-n. HOMO. S,ltp .' •~ `ti •. c Phov : (SW}!7t-ISJO . Fex : (~os)e7t-IS31 • } . ~ x-Teik ~1beo0od.eom '1 te-oood~to . .,~,.• .. 1ULTpt ,~ TWT ~. -. c FLaao+- uo. ~ 44tH P.E. SEALjSIGi~TURE/Da7E t• ~• ~ ARATro To cuss ExISTINc GLASS-~ 1 I i 1 I FNISH 1 '.. S: x . `~ E r N~ ~ Q _~' ~ • ~ 1' Mfn. s 1 /4'~-10x3/4" S.S. MACHINE 2'x4" CONT. ~ ~ ~ SCREWS USING 1 /4'-20 NUTS SILL PUTE ~. 0 11' O.C. t/4"~ TAFCON w/ t 1/z' Min. PENETRATION OF ~ THREADED AREA ~ MtDwgTH of WOOD tFlATE. (SEE SCHEDULE ON SHEET t2) F.B.C. Non N• h Yeiocit Hurricane done 01003 EASTERN METAL SUPPLY, INC. TAI ^ ^ ^ ^ tt r stem ccor on u e Amnrican ShuM~r Sy:ttnms oaalwnoN oAr~ o~ a' As 1 ntc. ~ ~ t 3 os =OC Ot1011, i t ~ tau r DATE / / 4268 Westroods Dave bleat POIm Beach, FL 33407 DRAVYINC No 05-196 l~ ~ y 13 ~ ~-~ r-r M-N• 4'xb' IGn.) EXISTING WOOD EDGE {IF APPUCABI.E) eEAM . STRUCTURAL AOEOUACY GF EXISTNrC w000 BEAM To eE cEATIFIEO er REGISTERED ENGWEER OR t ~. I~xt/4' tv MS. o b" o.c. I I I I OPEN HOLE AT EACH srLio TD ACCFPi 6/tb'~ LAO SCREW Al CEMER OF TUBE. I I 1' MIN. ~~~ TO GLASS E>OSTINC WOOD ARCI~MIECT PRK1R TO SHUTTER TRUSSES OR NISTAWTKIN. RAFTER 0 14' O.C. AEOUNlED .~-- E)OSTING SOFFlT 1 /4'/ TAPCON W/ t t /1' M'M 3/4' Mox. THK. PENETRATKN OF TNREAOED AREA TO EXISTING W000 BFAM -----r- 1'x4'xt/1" CONT. AWMI. TUBE (SEE SCHEDULE ON SHEET 12; (b063-Tb AU,DY) W (3)S 1 b'1 R ~ E LAG SCREWS TO T TRUSS. LOCATE LAC scREwS A MIDMMDTII of EXISTING wood I MEMBER, (1" Min. NOMINAL I YMD7lI) W/ Y Min. PENETRAl10N I I -~ of Tr+AEADEO ARElL VAUO FOR I aISTALUTwNS wrr-I flpxf MAX. " I MAK. DESIGN LG~D AND e'-o ~~ I SPAN. THIS b>IsTALUnoN Is ONLY G~-- 'r WYE FOR WOOD w MIN. I ~ • SPECIFIC CRAYIIY QSO AS I DOUGLAS FIR OR SOUTHERN PII4: I I No. Z, OR EQUAL. I E%ISTING CLASS 1' MIN. EPARATION f0 GLASS 1+ .. SOFFIT AIOUNTINO INSTALLATION i III i I ,• MIN. I I I I 1 NO ~'~~~ T' MIN. I I ~ ~ I TO 61155 ~-SEPAR1TKlIV ~S I i TO GLASS. I I I I I I II ~ I I ~ I I w I AITTcR EXI511NC I ANCMOA CUSS ~ , LOCATKIN I ~ ~ ~ 1x8 MIN. W000 ~ DECK REOUpt® ©* I I NO TdNISI+ ( 1'xb" MIN. w00D ~CK AuowED) ,~-~ REQUIRED (NO FINISH ALLAWED) ~ ~r ~-~"' --r ~~.r- En EDGE QF OECIt EDGE OF DECK ~_ ~ APPIJCABt.E IF APPLICABLE 1 4'/ TAPCON w 1 1 ' Mh. PENETRATION !" MIN' / DECK. OF THREADED w000 (SEE SCHEDULE ON SHEET IZ) 10x~ 4' NE% HEAD TEK SCREWS 4 11" o.e 2'x4' MMI. M000 STUDS. ~ ~ FINISH E>115i1N6 OLA55 --~ 1 1' MIN, SEPAAA'BON ro cuss ~~ ~~ o~ ma~~~ i/~"~ TAPCON ANC-~OR • i" O.C. w ~ 1 /1' Mw. kETRATKNi 1MT0 STUDS OR W/ MMV. i/1' PENETRA?~ON TO 1/1' COx PLYwa00 IF NO SNOS ExISi. t/Y MN. CDX PLYWOOD. Oxt/1' S.M.S. t e' O.C ~w ~ 4w 2'114' MIN. /4'1 TAPCON ANCHORS snips RED D w/ ~ 1/i• Mbv, EIDSTINC CLASS'^~ PENETRATION 0 t4 O.C. ()--^~ t w4 1' MIN. " SEPARATION TO 6UISS t/2. MIN ~+ EDGE (~ FINISH ~~ OF DECK i OR AF'P1,ICABLE 1/A"K TAPCON N/1 1/1" Mln. PENETAAIKIN -~ (----4' MIN.- ~: DF THA~~AED AREA 0110 W000 DECK, I-SEE SHEET 3 FOR TYPIGI. SkUTTER A55EM8U' (SEE S~DULE ON SHEET 11) 1-IIOlA+11NG SECTIONS CAN BE CONBIf~~D TN ANY WAY TO 5UR ANr NrSTAWUIOPI. ~ ,, . ~ ~ • :~.: INe. . TIW1 TESTING 11 ENGR(EERING COMPANY ~` 1716 N.w. 7Nh. >)t, IM. ~ MICIM aw>oca. flr01MDA ~,11N •:. Pbenx : (100~7t-1510 . Fox ; (JOOHTI-IS11 i~ ~ ~ ~ .-ine sreNealani ce-ooorr, o MI.tEk A. 1TWT J~. P, L P.E. SEAL/SIGNATURE/DATE adea ua t ,41 n ^ ^ ^ . Am~rl~n Shlla>fhr Syrtmst Apoolaltlanx Iw~a 4268 Weatroade Drive Weet Pelm Beoch, FL 33407 ~ ,Non N. h Yelocit Hurricane tone .B.C 01003 EASTERN METAL SUPPLT. INC. . TM StCiri on utter cco v~ _ pRAWINC No ' g-196 Q ~C~~/ /3~'~e N 3" Oq MAx. SLAT SPAR 2 12" 5EE SLAT PERFORMANCE AND / T1 A ACHMENT SCHEDULES 1 3" OR 1 1/2' SLAT SPAN TRACK TO TRACK aW ~~ 4J x Y 3" OR .MAX. SLAT SPAN MAX. S1A7 SPAN Z ~/2. SEE SLAT PERFORMANCE AND SEE SLAT PERFORMANCE AND . ATTACHMENT SCHEDULES ATTACHMENT SCHEDULES T~-ICAL MuLTmL6 tfNlr H.EVA'IYON (STORM BARS REQUIRED) ttn~cl~s SNARE CBNIZ~R Posy 1 XN ~~ Y I 3" OR 2 I/~' SLAT SPAN SLAT SPAN MAx. SIAT SPAN SEE SUT PERFORMANCE AND T ATTACHMENT SCHEDULES RACK TO TRACK TRACK TO TRACK ~~ XoN t~ y 1- s. w x X ._.._.1 xN In p ~ ~^ ~ z R. g ~ R` G3 ~~ Y Q • 4N pp 8 P "h ~ ,~ w z ~ 0 Z a U w a w o ~" ~ Z a e t N A#/.~RC ' y~L~ nAT~: 4~,,~ AIRIfYF.'n ~r,j" UA4L. V 7"~ QRA1r~; Ati 3-01-031 4r~r, g tEr. ~ ~~ :,~" ~ t.~, ~~rr• ] ~* ?G TXPICAL SINGLE. UVR' ELEVATION (NO STORM 9ARS kEQtSIRED) TYPICAL MIiI,TII'tL Ub'IT YATTON (NO STORM BARS REQUIRED) NNrrs sIIARE cEN7IR Posr~ n~ICALStNCLgurrrr ELHYATION tsTDRM eA>zs R>rQuixi;Dy GF'VE1tAL ;VOTES: 1. THiS NOT'1CE OF ACCLWf;1NCL DRA11`TN(~ FOR I:;VI) R1:1'1~,!~ 11()ti ROt.i, SI1l'TT'F:it 1'Rt)f11 `('I'S 1S DES1G!~F,'n lti ACf i)R1)ANr'>•: WITII Tf1E 110RIDA BC1]LT)IVG C'OT)i: tfBC;i ?0{~. t)T;'1'St[iL• HIGH ti'I:LtK'11'Y 1{I.-kiti('At:f;'LUivf; .1~'I~T) LC)Al1L'VG ItE l!IR1:19Eti'I'S SI}ALL lsl: OF°!'fK1~11?Vl:l) lltil\~~ ASCU,-yK. ('I}AI'f1;R G.1~'17 H F:Xf:('i'770?v'S AS Y1:K t' 3(` ^ 4 ?C. T - ' ~ ~ ~ )S U T _tXa PRUllL T 1.SIT, t Ri.('t)R1 . ANp RI:1'OR7'S PLR ATL O1?G.()1.()0. H1 L (K)(1ri-(11tKi-03. iTL 031G.01.05 AR'D HTL +.~)OG-0^_~~•0±. I'i~Qi)T'(:"1' I)f:SIGR A\p'T'I,51'1~G ALSO CUi~ll'LTIS ~ti'Illl 'f11E Iti'1 F:iZNA'fIUN~~L }3l'ILDf1'(i C()UL iIl1C'l :iK+3. '.. ALL .4LTIMIR'l!11T I~.x'i~Rl'SIONS STi:'lLL E3F Sl't~Cll,l[n 1II:R1•: Ih. ;1'VY sl i1t511T1~1'IU\S 511;1LL Bl: Ai'f ROVI~I) 1 ' q L1t:E1Si:n 1'KOt~~~SS10ti G , "F.f R. i 1 . , AL I.iV ~ 3. ALL SCRT:WS'f0 Bf: STAI~I.,HSS STG1:L 304 OR 3 i G SF.f:II:S 1b'i'1'll ~1i'Vl~11 ~h1 >i1 I~ ti11'i.I:l.q l'()1tiT Atip'~1lNI?+1li1-9 SS KSI T1:'VSiLE STRC\(~ 1'll. ALi".1•I1NUh{. OR CUATh;D Si'F:l'i.. (5S 5MS = STAtnLt;SS STEEL SHI:E1' Mf:;T'AL SCR.1:V-'i 4. S'1'URM BARS SHALL RF,h1A1N IN` 1'LACT: DUl(TN(~ ALL Wltin i:Vl::i\rl'S. SITU1'fT?RS SHALT. Bi: ROLLI~i)1'i' It' ItFA10~',1BI.E 1'1'OR?ti BARS ARF Ni)T ItEI'LACF,n BF.•.FUR1:1'`'INI) F1'E:'~~'S. 5. ANCHURS TO WALL SHALL BE AS I+OLLOWS (I;NLHtiS O'i'lfE}tti17SE NOTL'D1; (A) TU EXIS"I7J3G 4000 PSl h41N. CONCRETE, OR AS SPL'Cl}~1fip HkREIN; -01M" TAPCON ANCHORS AS MANUFACI'11k 'p B1' L'LC'0 Nll ' 'k1G5 L L U51 -~14 CRLTEFLt:X ,S,S4 AN('IIORS, AS MAI~'UFAC"1'l1RED Bl' ELCO tNI)I!S`t'I21F:5 -U3J6" POV1'LR BULT'S, AS MANUFA("I'IIRI;ll BY !'OV4'l;RS FAS'17:hTNG,1:VC. NU7T:;S: A.I) MINIMI.IM EMBI;UMF.NT OF TAPCON ANCHORS ANT) CRGTI: FLEX A'ti'C110Rs AVC:TiORS INTO CONCRE'T'E SHALL Bf 1 3Jd". A.2) MiJV1Mt1M EMBEUMEM' OF POWER BOLT ANCHORS SHALL BE Z". A.3) IN CASE T'1fiA1' PRECAST STUNT:, PRECAST' C'ONCKEI'I; PANE LS ART' FUi'Nn 0'V 1'HE EXiSTL~)fr WALL. ANt'HORS SHALL BE LONG ENOIJGH 7'4 REACH 7'HE A1AIN STRUCTURE BEHIND SUCK PANELS. !l4CHORAGE SHALL BF PER THE LI.ST'I~U hiIN'l1vfUA1S. (B) TU EX1S`iTN(~ C'ONCRI;'1'E BLOCK WALL: -(bll4" T'APL'ON ANCHORS, AS MANUFACI'IJRCD BY ELCO WDT:JSTRII:S -#Id CRETEFLI=X SSQ ANCHORS, AS MANUt'.AC7'tIRi;D Bti' tLfil) INI)L'S'CR1L'S Nt)TES: A.1) MINTMI)h1 F.1-4BEDMENT OF TAPC'UN ANCHORS LNTO T1{E CONCRETE BLOCK UNIT S1fiALL Bl: T 1l4". D.2) MINPviUM F.T`fiBEDMF.NT OF CRETEFl.EX ANCHORS Ih 1'O TI1F, GC)NC~tETf BLOCK UNTT`SIIALL BF, T I Jd''. A.3) IN CASE: THAT PRECAST STONE, PRECAST COltiCRF7E PANELS, ARE FOUND pN THE, t XISTIIC 11~'ALL, ANCHORS SHALL BE 1~()NG ENOUGH `1'O Rt;ACH THE MAiN 57'RUCTURE Bl•~}fi[NU SUC:N P,~NELS. ANCHORAGE SHALL BE 1114" >ti41R7h1t.!M. ((:) ANCI~ORS SHALL BTv IN57:ALLGU FOLLOWING ALL OF THE RF.,COMhiENDATlOiVS ANU SPECIFICATIONS OF THE ANCHOR'S h4ANUFA(TURER. (D) ANCHUTZAC~E'1`0 WOOD FRAME BlJiL1JINGS lS SPf:CT>;IED IN THIS DRAWING. (G) ANCI~IOIt ktIN1h4I1M EMIiEDMEN'i' DUES NOT INCLI `i)E EXTERIOR h1NCS1I. (F) ANCH()RACE SHALL BE INSTALLED IvTO 7'lIl'; BUILDING'S 11{A1'V WIND•FUR("E R.ESiSI'Ah"f STRUCTURAL COMPONITiTS'I'0 >+'VSUR[: A LOAD PATIfi INt'O T'[iE BCILDIAiG'5 FOUNDATION. ri. ft' SHALL BE THE RFSPONSTBII.TTY OF 1'HE ST 1,1. . OR O VER F A TJ M A ATIO)V CONTRACC T I Y THE SOLNDNESS F THE S'#'R CTt RL Wi11w.RL SHUTi'FR tS TO BE STRl1CTRUALLY ATI'AC}}FD TO ENSURE PROPER ANC'HOkAGE. 1. THIS APPROVAL DOI;S':VOT INCLUDE NOR COVER AA1Y SHUT'fI;R RO •lIP ECHA1v ShiS ANY ELt~:CTRI('AL INSTALi.. Ll, M I ATIONS. ()R 1-IODIFTCATIONS NECE55ARY'J'0 HACILfPATETHEhi. 8. TRACK MOl1NT1NG CONDITIONS ARE UEP1CTEll UN SIIrIT T'I 12 & 13. SECTION "A~A" WALL MOt1N'1` 7AhiB h(UIJti ['. BU L UT MOl1 `~ ( I DU it I' AND ~41L1LLION hTOIJIV'i~. 51iAR};p Mil)DLE MULLION TRACK hi0l?'~"I'1NG CONDITIONS ARE FOUND ON SHFkT T 4. I S. & 16 PF.R SECTION "B B" ANY OTtIER TRACK MOt?NT'ING CUNU11'lUi\5 SHALL BF ENGI;YEEREU ON A CA51: Dl' CASG BASIS. END CONDITIUNS !~L1Y Bk: M1XEDICOI-4BL'V1:D. 9. LINEAR 1NT'ERPOLA'[7O'~' iS ALLOV~'F.U FOR ALL GRAPHS, CHARTS AND S(:HEDIJLES. 10. ALTERATIONS QR AUDITI.OlVS TO THE DOCUMENT ARE NOT 1'f;Rh1I'1'I'GD. UOCUMC'~'T SHALL Bt;AR T"HE ORIGINAL 5f.AL. 5IG1\'ATURE. ANT) DATE OF THE PROFESSIONALENt;IJ~F,I:R LTSTCD. t 1. THIS PRODUCT APPROVAL IS SUITABLE I~OR U SE UNLY AS SPECIFICALLY STATED ON THI: COMBINED PAGFS Ol~ T'IiI t!~'T`IRE D(x;UMENT'. ANY I)T•:VlATIONS SHALL BE REVIEWEI) AR'I) APPRUVEU SEPARATL'LY. 12 SLAT TYPES F55ER At1'D PSSER 2ND SMALL NOT BE USED IN 11'INI) BORNE U1:BRTS RT;G10!VS (LARC2> MISSLt~ IMPAC"I' PROTECTION LUNES). SLAT'S MAY BE USED FOR SMALL I~4IS5LE LMI'ACI` PRUTI:(."1'lUN Ul= OP!?NINGS 30 FEET ABUVF GRADT; Lti T1IC WITTD BORNE UEBR15 AR1;AS. DETAIL LETTER DETAIL SH ET 3 SECTION LETTER SECTION SHEET 3 R ~~ z~ MFi a. _•• • ~ ~M ~ ~. n P e ~ +- xa ;¢ Y ~'h A ~ ~ f7 }C : LL W C LL' U L x ~= : . ,: , N ~~ w U ,.,~ Q z 0 z ~ v a W Q ., E O °G p W ~ V (.ct O F t~: a ~ z a z ~~ - .~ h A~.~~ D~Tk .i. i~..~.f 17A~e .~% ?;r 3-01-031 ~. A 2 ~ 26 0 ti st nz 2.539 " •039 2.155 Al P55DER sLAr PULYW-'YL CHLORNC 3,000 .125 1.000 rl TL'BB 1"x 3" x.113" ALUINIIQl1M 6063.7'6 t.50D 1..000 1 .093 M ANGI~ I"x 11C~' x 3032" ALUMA'UM 6063-T3 1 2.699 3` ADD STORM qAR BASE, R STANDARD 4"~'~r iA 4.i ~lu"~ ALUMDVI,'b16063-T6 .574 .055 -.- .385 -- - ,365 .363 C-- B 1 LON'Elt SLAT RT.BAR B UPPER SLAT REBAR ALU1rIINUM 6005-73 1 ALUA4NLM 6063.16 2,000 3•~ ,125 3.000 - '4.0~ .115 H 7VBE 2" x 3` x i1N" ALUM1AlUM6005•T5 I TUNE 3" x a" x 2/8" ALUMUr'UM 6Gti3•T4 5,000.-------- -- 4.000 .3:000 2.000 :125 ANGLE A' 2" x 3", 4" OR S" x (B" ALUMINUM b063•TS ..125 1.500 I ,350 ,280 1:000 S 4" 37n1tM 8AR ALUMINUM 6003•TS ,500 -- I ,05C ?.160 C BtTTTOM SLAT' ALUMEVUM 6063-76 3.OCiD .OEB 1 t.a~o .125 -~ ~ 5YS7EM 1 TRACK D th7} RETEN'TIUN ALUMIMiM b06.'~T6 2.560 {- .098 ~ .996 .123 -~ SYSTEM 1f TRACK E END RETEN'11UN ALUMINUM 60f~3-T6 E,040 .088 ^~ ~.07t { s,_ ,~ ,1 ZS SYSTEMIDOUBLETRACK F END REIEATIUY ALUMU'UM 6063•T6 -- 3,000 .125 4,000 ..300 MULLION 3" x 4" HEAVY DUTY I ALUMth`UM6Q05.73 4.868 2.7oa 2.125 .125 'iLION BASE 3" x 4" ~3 31R'~ MULLION BASE 3` x 6" (L=5 7116") ALUMDVUM 6a05•T5 -~- 1.243 ,125 ~ - 1.241 .125 3.286 4,647 -- 4" PDQiDSTORA! BAR BASE, 41'ORM RAR DVSERT U STANDARD ALIJMII~1t)ir16063-T6 (LlaNG111.39/3Z") ALUI~¢NUM 6005-TS L .~9s 1:200 ,195 -- 2.b55 Q 3°, 57'ORM BAR II~SERT ALUMINUM 60aS•73 .100 -1.500 i .150 3.500 V ~ +(~" 118AlIER .ALLAY 6005-T3 -~" -- 1,198 ;500 -- ..125 MI, 0 L 1.228 I :385 r 4", 8.000 ---- .250 3.000 .125 K MULLION 3° x 6" I~AW DUTY 1-lf 111aI~iU1~16U05-TS -.._I.. .125 2,000 .0 L ANOLF.1" x 2" c .IxS" ALUMINIIN 6063.73 ,07a ,1.375 .192 -- ,i00 3.000 p 3" STORM BAR Al.t:l-dIN11M 6003.75 2,165 .049 ~ US60 SLAT ALUMNUM 6063-116 .100 TYP, 1. 500 5.875 W NP.ADF]t 3 7J8" At,UML'IUM 6005.7'1 E~ E r 4 }; r z,; ,,.. • ~LL AW ~ r°[ ~ ;~ p ~K K jA ~~ , U ~(L 1 ~a ~ f !~ m U ~ O ~ a U 7 Q w a a W Q W a N c. ~ z e a ~~ ~_ ~~ .~„~". ::.~ cutr'. s,,r...~,o yawn, ~L~ anh, ~~ ~~~ IxtAY7lf• ~O 3-01-031 xtr. B l:a sx~r ~,~ 3 ~ 2G ~, 0 4 :v l3 ~' g c /-} i ~ .,~ 1,500 .250 - .123 1.250 x tt~->~~ tK° ALtI6oas•TS 7.150 .2so .37s TYP. TYP. 3.500 .315 .250 TYP. nP• 0 3,000150 2.885 - .125 0 p 5tZE, QTY PER 1,125 ANCHOR ~' ~. 1,250 3" REMOVABLE ST~tM.BAQ BAS$ Y STA1V'DARD 6061•T6 OR 6005-TS SLZEO PER ANCHOR T'lP, 2 PLACES 1 1.215 2.250 3.000 - .125 _...~. .385 .383 - 2.480 2.80 3' REMOVABLE SIY)RM BAt BASE, A6 F.X't'ENDED ALIIMI[VUM 6061•Tb OR 6003•TS 1$ GAUGE (.060) 1YP. a• slo~lal~E 1 A PTIFRNAt. ANGLB 301 Si'AIN7.ESS STEEL 1.408 TYP. 3.000 TYP. x.28 THRU 8 PLACES 92' .938 e e ~ 9" SID s!'~RAME !B M'IERNALANGI,B 3a STAWIESS S1F3:L 16 GAUGE (.080) TYP. 1.500 TYP. .4,250 TYP, x.29 THRU 6 PLACES I 92' .1......... .900 e 4,000 ---- .500 TYP, oO ~. o Q _.,_.__ .444 TYP, 3.328 -- .125 •.•~- SIZE, OTY PER Auruna tvra 1.375 1.250 TYP. ~° REMOVABLE 67'ORbI BAR BASS, z STANDARD ALUMINUM 6U6I.Td OR 6005-T5 o~ SIZED PER R ANCHOR TYP. 2 PLACES. 2.887 '500 M1N. 4A00 3" PiXED STORM BAR BASE, AG P.ICC&IDED AI,,UMaRJM 6061 •T~6 OR 6003-TS --f- I.s63 9.2sn -- -- 4.000 .375 1YP. 1,125 1.150 .7.50 TYP, 2.885 StZEO PER ANCHOR TYP. 2 PLACES 2.750 3.500 - .125 _.~__L. 1.117 3" RbMOYABL$ STORM BAR BASE, AA EXTBNDFD ALt7--dR19lIM 6061+T6 oR 6aoS-Ts stzEO PER ANCHOa TYP. 2 PLACES .Soo ' atN. 3" F7?ffiD STORM BAR BASE, ~ DOUBLE ALUMIlVUM 6061-7'b OR 6005-TS 10' SIDEFRAME iC INTQtNALANGLE 3a sTALrILESS sl~Et. 1.500 7YP, 6.867 TYP. x.18 THRU 6 PLACES 92' l.. 1.000 • 0 0 .510 ~ NEAO 2.500 2.188. ~12A8 THREAQ 6ND AEfBNT10N $CR$W ~ 302 Z'1'AINL,BSS STEt3L 13Q 16 GAUGE (.06D) TYP. 11" SIDE~RAME 1D INI'BRNAL ANGLE 3a sTAwl.ESS sTkBl" _~._._ 1.300 TYP. ~. 9.089 TYP" x.28 ?HRU 8 PUKES ~ 9r 1,000 0 0 0 16 GAUGE (.060) TYP. ~", ~ gg~ ~ R~ • ~gg ~ S ~ '~ r~ W U ,~ a U Z °" U d O ~" ] Q w q ~ H a O a z a {~g e~~ aaAr.: D1-~ cA1R ,f'D~'Gk uA~ 8•~~;JS I1QAM1.K~~~2 3-Ol•431 _ Still' B LEY: ~:~ t:4 stl~;: 4 ~ 2G D ti ti ~~ t~~ ac is {rStitl 1:,~i] kli~`fN7'lUN I)~"I'All. (:YfikY 5L.A7 A5 Ui A 1 L r, ~,. r ~~ ,, ~~ 1_,_-- (~ i --- i gSS ~ 1'SS 2ND 'HD RF1FNtK)N UF.TAIi. 1PSSpt GV1iRY Sia tPSSER 2ND EYLttY pTlll:lt St.A'I~ i< 3/4" K S5 SMS rNU W~;K - NYLOfd tNU LOCx - NTLpN A4 4 ~- r~r , ' C ,, '~ ri }i I , i^' ~ y- I I.I4 F~11q RF.'IFh"I'IAA' DFl'AIL jGVIiRY U7)tEk SLAT! AI lil U2 3 ~ 3 C _,~ r, ~, ~, ~l„_--- ~~ i -- ~ PSS T)ODUI:l; k2VD REif.'~T10\' DETAIL 1'tE .RY SLni- ,~4 ENO LACK - NYLON 2) ~4A x J/4' AL CSK S5 SMS tNU LUCK ' NTLUN 0 u~ s~: gg~ ~ R 2 ;.~. 8 ~i 5 > /~ ~ w Q o W H z 0 ~ `~ A W a a o a z o., s 6 ~~ 4 a mm ~.p^ii~ ~avtn i-~:.~ ~ ~ au~wuraw ~-o~-o~~ 31'l6 D ' D N6Y: ~~.t: 6 ~ 26 1 .. 1 - . ... -' - ~ . ~ -. _e _ ~.. _ .. .. .... ... ~_..„ .~J- ~` S I .. b _ ... ~. -... W. n ^ .. ~• ., . ,. _ . -: _. ,~ ~ .. sp -0~ u b Q~ ,, I .. G' b - ... _ .. ... .., _ _ ._._ - ~. . _ ._ . •: r ~~.. .:. .. _ . _ .. -.. o W - ~~.. ., '~ - _ . .... ..~ O. .. ..~, ~. ... .. .. .. .. ,, , :. - ., ..,- .. ,. ., _.. U -w :. ~ ~, - . ~ w - ... .. . A ~~ w p~ ,U. ~ -. 0.' ~.. _~-:.: _: _ :-... e - ---~ - - - -- .. _.. _ .. _ ._ _ ~ 0:~-a-- --- - ... _ ~ ~ .. ;~ ~:,. ~. .-. .. -_ _'c __ _ '~. _S f ~ ~ .. ,O .. A ~1~ - ~.. g, ~ ~~ . ~~ ,:Q lGK ~iwwns - iiu, cfi,~rs. DATE: 4-(?'S~O¢ AA'110YF.D:` DATE ,. .. & r~ ~S DRAM1!IG N0: 3-01-031 ug: as': g.. n 7 ~ ' 26. _. __.. .. . -' ~~ .. .._- W - - • __ . _ SP~1N~f HA .- - - -- ~- • ' 1-: TIfESE`PER~OR141ANCE , . RT$ t1n NOT'(3U~R:ONTEE US;IGF. - TRACK ATTAChih1F,N1;S,BUILD-qUT. AND Af ULLIUNS J-1U5"I'. BE • - . _ t VERIFIED PER INDIVIDUAL CHARTS. , ,. ~ ' . - .-,.. W.h .. • , ,_ _ 2. PSSER -~KEB:KR ALL'SLA1'S.ARE'51-fALl, hfISSLC IA3P,9C.f COAIFLIAN1'.._ _ .-. _. - • z ~ r -~' ' ): t SSLR - RCDAR ALL SLATS ARE NOT TO DE USED FOR LARGG P115SILE ~~ s. s _ = ~: _ ~, _ o N {'. ~,• r,!.~ G ~ :~'D" 'r.•~„ tcaf`yaf„-,. .. ~ Y. ~~'s9~yPlt* ;~ A p ~`~.y ~:' ...~~r.~r t ~=t~'m~,~ify~`~!:%.... '",;'k'~~ rhi~+k73'~' ~ .N:'~r':. u'. r?.' IS an>. .,'I~h~ ~.3 _.,.: •,ib:-••L•.>,. 'aiii: '. ... .. ., [MPACT' HURRICANE SHUTTERS IN WIND BORNE DEBRIS.R.EGIONS. . . _ :._ . r .. m •Y .. g ~~ g - ~r b t"0.t3.xe~T~•~ y'ds YrK i^!~ 3 p r3,~x ^.u ~'y~ y+. '';~ rry~f.;, ~„~~ f)$' ~7 iti~'~Lf "t 7.', y.:fir .~y ~~ ce ct ~a.•. 3 g s _ ... ~y _ _ _ • ~.. .. ' .. ,n .. car . ~ ~ : ': ••ac . ; i!. , ' ,iY y , 't" ,~ • ~~ ~ + `" 5u1 ~• 3,, , a~ro+~ ~ 'fir; ,: ~'&~: ,, , . ?i , < , ?. S f a r 3. w .. .. • ~ z h kt _ .._..._ - r. : ~ rit ~r ~• ~ ~~' ~ e~ ~y"µ = M r ., s .+wx G~~ ~~ ~~~: E ~.. ..~. .t. ~Ilx+°'~ ~ ~'Y'Ct'e L~~YrL ~p~ p._~q~,a• .~'~ '~'.~•u' ~ q~1 p: T ~y~p~~ ~* ~ ~• 2 ~r r w. ~ r wH'.wYk,M ~' ' 1 ~ _ : ti' .. ~~ w.7}" Yh ~.f 1{n~w ~ ... -- _..._ • _ _ ' PA'S 's;,f, ~.. C^ ,. b"l:, '4Y, K. k ... ~~ ..~ Y.. .. ~.. '-y, a ... ~ C~ • . - "3 - - t - - - p~ G' , ~ C j, .r.. ~'f ^tt . ~ a"~L' ~ ~ .~ f^ ~ a _ , - r ` , .. A nL $y M1 ,, .. 1 US. :: _] 1.0 1.15. _ 120 ... .125 130 _:..1.35•:. , 140• • .. 143. .: T 30 .155 160 165.. ~ '"`~ r; ~ ,. ~2~~~~ ~ r . ~,.. .~ ~'' ~ . ~ ~ ', `~~ b d„ v .,e TRACK TO TRACK, (INCHPS) _ FF~• ~ , ~~ -.~,, ,~" 2 ~.~,.~„, ,~ ::. --- .. . _, .. , r .~ 'Cw. _ '':d:;zz,r~•`.r~e~.h'y's'~i .: ". ~ ~~.s. '.: ' ~~ 'a;~.4X"ii1°~.~.,ae°J~'.s;' t"~w:. ^. fit.. -- ,t:• ~' ~, ba,~u 77'uA• 'i~~M~)'~ "1 4 xi. ^a , Cr w .~ ~. „y ,.,. r I .. .. ..,, ~ - ~ - ~ ~. 3~ xt:{•-~ v" ~~4 ,rk+ ,^~ ~~t9{htr. "'~ t' i ~r'r~t'u,+1~ a~?,~ ~,~ a r rf ;~ _ ~t,~7g~;c~~f~4~ :,yh,~ ~~"~~~~gg~,1+ U~,r~'k K4a ;_ ~yy~~(~, _ ~ ~~~ z.,x ~„~Yx.'a 7• 4*,rf", .~r"~ .•~..~~~ri3~.y, ,~. a~t~.axfr^~~~J . "S.rX.~ " ., xr ^,n.e,nt~ a ".~ '~ .. .. - ~'{'I. V" >.!!` sZ6': ..: lYl. ~. Yr r Rr '~ "+dL'.F+ t_~~"y. :. . ; ~ : .:SCHEDULE-.#2 : . ,_ - • .... -. .- ---- ----- - - - ` - g _ -_. _. _._. __. ~ _-CLASS-:c~ARAivc , _ _:.... -, P55'TER,USf4ER 8t PSSDER I _ -~ ,. SLAT S PAN : .( :1 t ` I _ .. - _ .. I •- - T I -`0i- ~ . :..» ,_.~ ._. I _.,{ ,_ "136 a ~.; ~ 1 ~ 1 1 ~I ,1 ~ ~ ~ 1 :~ ~ 1 ' ~ ' .. ~ I . ~ ! _ __ ~ , ._...:~.M_ _. -. ~. _ .~.I .. 144 _ I ~ ~'~ 1 -- I _ 2 ... ~ I r ~ 13 ~_ ~- t ~ „,I 4---t ~ l 1 ' , I I~ __ - - 12Q ' ~ ` !OB •' ~ f ~ I . ~ 1 T - • : { ~.,.:.~ I e . } I 84 i _1• I I i I I ~ f i I I I ' ~--- ~ I I _...:~ . - 72- ~.~..... 1 ' ti c ,1! t: !! S !1) !111{; !11{ !i1 ! ;I! ! li Itl Ip } :11! (I'' I II!~ !It!, !11 ?1{ ~ SLATISPAN CHART • . - ,PSSER-.& PS,SDER SLATS:.... _ . . 1 i _:I..~. - .. _ i ~ ' .. I - ~ . ~ ~ ~ !. t . . ~ ~ l , . ~ i. _ ~ i. ».~-«- ~ ' .I { I ,w. ~ ~ ,... i ' r - - .. .. _.~. '--- . .,,. _..__ ~• ..~ - ' M...._. : ~ I _ _L... I , ~ _ : - _ - ~ ~. - .._. .-. - .- j. ~ _... _ . e - -._ .-...._._ _... i . .._ ~ _.. .. . ._,.- - ~~ ~_"`.° 1 ~ 1' .. l I .' NOT. ALLOW ED ~ .~._ ., ~ SPANS _. ~... _ _,..._.. ~ • _, .~..~ 1 ,T 1 i _ :.. i.__._._.~. : - --~.. ...- ~ ---~--... ___ _ ._ _.. < ~_.~ ., -..-__..._ ... . ~ ,~ _ ._.._ _. _ 1 , ~ I t I I f y ~ !. ~ ~ ~ ~ I .f 1 .1 7 - i { j 1 1 1 t ~ f ! .I ! I l~`4P• ~. < . 't',~e ~. '+'Sti?~. - Yid z7~r,' ~i.>i szt"'• - ~" 'r' + ~ ~ .~ ~>~I= ~~ ,~ "" ~ ~~~ ~~ s'~ ~~'~ ~ ~ "'fit ~~ `w~ ~~y y •t.,t. kN x. ~.-r1.iR'~Zh 1i .~ ~fl ,,, ~. .3~ ,~~ k~. .t.,' ~..1~ ~y - ~~ •~ \ .4 4 ~ ~.;`.wcFA Y"'M' d ~j 3 ~ r~\ '1J i' '1 '_}s~ \ f^ Y. " .~"~. .:: ., _ ,. ~~` k is ~~ T '1. ca.Cti" •*::'>. W i wY HF,c. `Y . k l f 1 A- • 9'S~ ~~~ y ~' ~~'ILr.•0 I'~ H ~ C':~t - .. fJt w"~LY,.~~A ~ ...y t Y ~w p ' ~~ T..T" 'i r.,~ c • ,~, r~: 41` v^ a~ k. -.~ v„'et '. ~j ~Y. J~`', ti3A . .- " ~I ?w ; .. ~ ~4 ~ ). V~ ~ ~ - (. , L., iv ~ ~y F,ft~ YI~ Fi. ~ . ! ~ T .. + r` >r' .~ '~. w`!5' t c ~"' fir; .., , ,~ . l~ ~~ ..' .: y. ~ - ~,.~. ~ ~ ~ tk' _ _ .. Y.. .~..,'~r, Y rF~,p ~~•'`~. ."u. «i : ,,jj ~y ~p 'h~•... "~. l1Art /y. L•~,f'. ;O' "N'~X~~,'~ dc..,~ ~• :~., !r" ~7"{ r`t .'b1~Tk `~ ~. ~ ~' w ..Il~..(./l .. ,:. ,• ..• c~v. ~', ~ ~ .. `}~ ., `~' ^]' ., F - .}.1+RTk?`' ~8b '$,t41 AISRGVCI> ' ~{-l. y~'.:h ~~y'YF N..,~• '•„ _M r„9r ~:Sd~~, i4' S+.. T +"~ 5'. k ~ w~ ~ •..~`21 ~ " l~.'•~ ~` • l ~ UAL[ . '. ~ a'4 :'~Ct ~;`~ER 2' X',f4i :.i.. •, ~,^e rC h 'K ,~yr~ •j7~'• ~ ~"iV /~ ~{l, u, ,,~ ~v ~ L :t"#i 'eT~ ~' ~ t~' ,> ~ `MlCbt 'h.~ 'SY 7t~'G ~ Y .,~ .. _ .._ •t. wN i ~~r.,Y*P~ Y-. i_1+~ ti..ett '~ ,,,G •;.t~§ .•~'r~5 w :~'.. (MAWINO ~:. „{ap ~~.. ,.~'' y a•Lu~r^ 1w ~ty,~'r.},t, . 3 ~ .!i • a + y t~^"' ~,j , ,;x^:S ~F~~~'~`..: ~\~N,. xTLL`~~d~~S`'~ t.~1 5J/~~1~`" •\'tk+.. ~ ~ ~, rl+ .~i~3ty .1-~ .y 1, n '4^ ,'•T«.. a '~y _ . ,~`~ ~:,~ ~y+,w:.r _ ~,~,.~,, :~~,~ -~9 . , ~. • •,~ ,..a , ~ 3-O1-031 7.31•"x: "SxA, ~~i~. Zr,E Y~ ~~ eb ,3f s •'~` r. ~. : as ~ l ' h' ~r : ~.~:.;. ' r ^~~, ., . ~t..,.r~- ~ '~''e'rr'r',~' •~/' v~ > x Ij'.: YF7'. i _~.Lr~M~~ !^ ~."?~~ M.._ ^'"^F. .. 4b. 'r~~ •~1 jf:''`kS ''~?fi.V~ .~~ e `x1'13 3h'~~"r~Y, ...n•-ct7' •, 8 Rt. 512F: Nk •M:. ~., a* ~,., ..• ~~ Y~ ,,„2,~k,,;:wr <.r ,~ ~i~' „ •,: ~va,~x~?arp u~, any-., ;,: .... ^•+`~ y;. , .. ~ '! . ~.w,. w.~, v,.,.a '"A S` t . ,~`.~'` , 1. r~ , .r3: e. ,. ~,{~. ,a r ' ;>~..:. ct' .a.~Y+~. '`R :. , y, ;~~ 3'1~~ • ~' p A ~ .s.~ . ..(as, '>'~ w. '~,.1.. !~ ~j~ " -a:,,.. + •. 'tom '~ ' :.,:'r' h•.tf, e, a. .!149 3^r ~ .D !1 ~~'; .' ~~' ,:-... t".b F y .w~Q ?I~.~"W~~. M 1r .,+. ..q ~ Y y'.l. ~: .,7' ct"„'~'~' ~:1*T. : L` ~~,~I x ~ w~ ,~„~. , ~;v x;~ ~„ ,;• ' ~ •~~~~IN x um ~1 ~rabl~ n 1 ~s ~Tf~ ; ,R, •'~$~N~ •.+~ ~'~,:na'"'~#~~•~,u ~•' a°v~l ~`~~az~$~s~.~~`,,~,,, ~r~~; : t. ~ aar~, ;~ ^ r+,„~^`" k~'. •,: ~:.- t 't is~; ~tAul: 3 ,.r . z 1 .r ~ fir" ~:-0., J ky~ g ,f ~w~.<~,~'ar.~i:,r.7!aa:~:t+'~kr~uFcLrS/i~S:'S~i!-%a•~A.~L'"rti.u~,~:~~,«ua"bn.v1T,~,J~~a+~4~;~.oi~„`~V:r(w~lb' a~Yh~vyx..~SVL•n ~•~,1 ~,:~t •°••.: ~:.yr'Y•~" ~r '.I .. .. _ ..: _ .. .. _ - .. .. ~1141T:. 4 ru' ~F ' END MOUNT END MOUNT STORM BAR n~~~ CENTER MOUNT ---- SLAT SPAN SLAT SPAN TRACK TO TRACK Z SPAN UNIT HEADER SPAN OR' UNR WIDTH ENO MraDLE MULLION "} MULLION SLAT SPAN END STORM BAR M10DLE MiJLLION' `I MULLION SLAT SPAN -- SIAT SPAN TRACK TO TRACK 2 SPAN UNIT ^` HEADER SPAN OR UNlT WIDTH SLAT SPAN --- ----.SLAT SPAN ~. TRACK TO TRACK 2 5PAN UNIT """'-^'- ,,,,T,._ HEADER SPAN OR UNIT WIDTH STORM BAR SLAT SPAN ~--- 5LAT SPAN tRACK TO TRACK ~, 2 SPAN UNR HEADER SPAA- OR -UNIT WIDTH MDUKT ~ ~ ~ u' ~ C r. Yz • y :~ ~~ 'y ~ yJ F Q ~ ~ ~ j. h S ~ • t 4Yp OQ , ~ yr' , y C` . ~~ a y r~ END MOUNT END MULLION SLAT SPAN STORM BAR END 1 1 MuLUON w U W U Q o ~ ~ a A W ~ O ; a ~ ~ F o.: z 'x ~J A~i~4 U __r.._._ ~.w~ ~:~~ non '~~ ~jf ~c-rn_ U~ aas . ~.^~7•Ga OMAMIMG If0 -01-031 ~• ~~,. scat I12': ~,~.. p' --~ 9 ~ 2fi O a SLAT SLAT SP's SPAN v i ~ / ~ z U O U D W ~ A z ~ `a O 0"' d ~ ~ F= ' t~ ~ z a a S z b ~„ ~~ ~,~: ~~ ~,~~ ~, o+ ~~ ,~„~- ~~ ~~~~ 3-0~-0~1 ~~~. B - ~~ n~: ~~. :: ~0 ~ 2b 9 4 0 ti M r r ,I) , r I ~ I i I / r " ~ . f , I r r r ~+ ~ r N ~~ ~ ~ j~y~~~'w , ~ ,. t'. r , r ,. f' . ~'~' ~ ~ 'f ~ ~ ~' r tr ~ r ~ ~ 1 I 1 N w r OWy wi111! w r a s' ~ ~~ ~ ti~ /y~ i ~ r f ~. , !M WM •~MYYY '~ • • a m+ooo I Mn ~~Mr r M. 1 SE ICIII~~ ~A! ~ uuooo ~ gyn. !![ ~ 1 ,r m~oco t/~• ~ /b/p ~ Kt11 D Olt ~ ~Q t~ ~ N ' s a t0u~,t A ~ ~tKt ~ ~1 N011 ~0 ' 11/4 TAlCON i>R IAO, lOIrT !1' pr; ~~ ~' IID~t M~tlp D ql >3 ~ Ni 4 ~ I wooer o~ ~ ~ #pi~DU~t ~ uo rat H ac '' ,r1a/r Mouc riur AQNhL 01 a at u /1 4. / wooN ow ua eo~t ~' ~ I1t+iNIN~1l A p ~ ~ ~ wa~A ~ SNAt1.~ C~NCEAEp 1N ~" ~~ 0~ ~'ftJC, k, ;~;: N.° x ~~.~.;.~.. P; . .,~.~~. a~' ~( ~~~, ~::° ;~;~ ~ r r i~ t t R N l i d 1! 1 7 1! illll! ~Q~ I ~~ ~~ ~ ~ x o ~ ~ ~ o ~ ~ ~ o a ~ z i_ 4 i ouwM { ~. ~,~ ocr ~•~ 3yU1-~3 1 B A r;s n tt ~ Zb 1pt,>?p~lO~IC'IMQ ~~ ~~~ 1'q~t1~AQN01ri~) STUCCO -~ \,,, SEE SCHEDULE ~A4 (STAGGER ANCHORS) ~ ~~_~ SEE SCHEDULE rA . A e5/B" HOLE PLUG 1 4'1X 134"TAP D DR x / / CDN OR lAG BOLT p 16` O.C. MA IN'AWM a>fr~911 € ~ W it ~ ~ rur<rlns, ~ ~ ~ 8 g ~ g A R f S l set r! 10 11 13 13 11 3 3 4 S i 1 1 9 M i1 13 t1 N AOGE~AC410pMClmr) 7AIas19AGMppt~ SECIIQN A•A' (S) ' SF.C1TON A•A --- CONCRETE 9lOCK d .. • , .4" OR POUREO CONGRETE W Z i' ~ WZ a a ~ ,, • ~-, ~ "' ; • {~ SEE.SCHEOULE ~A6 , h •' ~~=' ' ..o A STUCCO Q I1R E SEE SCHEDULE ~A 05/8' HOLE PLUG . ~° ' ~' ~ CONCRETE 'BLOCK • . OR POURED CONCRETE W W U2_ W ~~ ' :! H tV ~ ~~ ~ O ~ ~ d ~~ U ': , ~. SEE SCHEDULE ~A5 1 _~ ~ ' ' ". . a , v e • ' , :~; STUCCO u ~ E SEE SCHEDULE ~A #5/8' HOLE PLUG " 11'UOD S('itfWS SIIAl,d,11f. ('i•:N'I'E'.RI.~.1) Iti 2" 1'ACIi (if 5'11'1) A B Q S R 3.3/361r/g11121l11 HiM.LSMdN[INK1W) wealwenn /A1 . rr•~wrir a '~ r { ur pu~m n S{ i ~ a i n K i ~ 1. 1 'S e 1 .1 9 10 II l3 NOIB trA['IrIG0~8f1 F >i t i a 13 7 /! e 7 { !1011.1317 1101b SMO}q ph'c~81 qg~( ~ q~{ ~ N cvno rm ra a 7 a• s ~ A ~ u B1 AS irA N p 7i1 $ ! ~ 4 $ A 9 p g s: >z is ~ ,, N 1a R R f 3/ S t 7 1! 70 N 13 U 11 i 7~ i f i 1 9 q {I U 17 1/ 1 7 T I S e i !! I p 11 13 q Hf11AAACWOtBKTlf~ IIOIFiWACtlb[rVQIl~ SlplJE1NACR0 IDIQf341 ~7 e1 { ~gIIlf xulx srrtlvln Iu r R si g R 7 S 1 S 6 7 1 l 10 11 12.17 11 1101/!»ACING tlilcleal p n W 7 ~' J • ~~ ~ " ~' N 8 w FF~ > fl ~ ~~ W v a p z a a x . ,c a V O q ~ W ~ ~ a 0 0. _ z z ,~ ~~ v ti C~(P~f D~i~ ;: ~ .~.^ :?K erraaviu ,,, ,::.P D.gic ,r.;~ r;~ 3-O1-031 ~pk. MP.V. B A ~~~' I :4 SIIliFI. ~Z ~ 26 ~SSCi]ON "A A :.. (7) ! 2 3/i6 OPTIONAL (2) ~51i SS P'OP RIVET OR (2) X12 x 3/4" 58 SMS L " I (2) b3/B 55 POWER-60L7 (2 MIN. EMBEDMENT, O • ~ i 2' MIN. EDGE DISTANC / ~ 0 SEE SCHEDULE ~3 MUL{JpN SPAN CHART ~44 ALUM. POP RIVET __ "'~`~ SEE SCHEDULE >~A PAGE 11 pF.26 A t5/8` HALE PLUG D 01t E ;~: ` pPTIONAI (2) ~5ti SS POP RNEfi OR (2) X12 x 3/4" S5 SMS J SEE SCHEDULE ~4 ,,,,/'~ MUWON 5PAN CHART (2) t3/8" S5 POWER--BOLT {2' MIN. EMBEDMENT, ~! 1/2" MIN, EDGE DISTANC SEE SCHl:D11LE ~A PAGE 11 OF 2b t5/S". Mplf PLUG {1) l1/4" EMB. fLCO TAPCON (2 1/4" MIN. EMBEDMENT, 3" EDGE DISTANCE) scH~DU.~ r a MULLION MAXIMUM HEIGHT (IN} StA1 SPAN (IHj • A{~11. NO $iORM BRAS Psi ~ 51 4D al 77 7I 14 80 N t0a t20 132 111 f51 tEa 140 10 15 2D 25 70 40 40 70 eu 40 100 110 120 1ao 140 tlno 4/v.n 2aa 2a.c 2400 4110 Yr4.9 111.1- 14D.1 114.2 1te.o 1OB.s 9ii s1.D ass 101 11D0 24Oa 7/D0 216.0 21Da 1735 153.2 1319 1403 103.1 W? 41.4 7e/ 791 68 3 6S~ 2/0.C 2/O,0 210.0 210.0 161.5 tlD/ 120,4 . 107.1 90. !~1 717 72 67 87A . 59A _ W 59,9 xDa 2100 24DD i l70,8 1 1./ t 1,9 62.9 ad.l .r a 41.5 aD2 54,6 59.4 90.1 10.0 21D0 1127 1 1111 91,0 aP4 qA ,2 60. 9 ) 51 41.3 .? 12.0 41f 0 IO.D 119.5 . 11x.7 11>dA 5 I, 1 A 88,6 .1 51.2 I9b 11.1 39.e 0.1 . 710.0 1 121A 1 90A A / a 0 a1 4 N I 13,5 a .35.0 1 t it 1 'fqd 8 T6.r fit 15,5 L a56 5ai 49.1 244D t ,3 1W9 1.2 41, a18 524 /a8 76,5 31. 31.3 d 1 1147 i1t,1 II1 l.1 1l9.0 q, 4 :T 11..5 0 111 .9 A 23d 131.1 !?3? ~ q t 513 141 4t0 .a 91t 92.6 III. 22 1 1+2s 9 s q. 1 18. 41.0 31.1 s 3 za,t t 1 s 1 ae a sl.r 41 Is a 35.2 2s.1 4 . t 14 1:1 .1 1.. alt I5.9 d A,t A 1 311 26,7 b.0 9 161. 111 141 7.1 la) 1 !p. a .0 31.a 2a. 71.9 1. lad ii I9. 1/ '6. a22 5/~ 1e.7 11.5 78:6 3i9 76.1 I4A 228 19.7 17.1 95,3 1.9 12 1 7 s1.s 2 s2. 44.2. 1 Zsd 71.1 7 t7a , u2 76 tt.e 1 s 56,4 '49.2 114 .0 1 19, f6,7 13A 1 1 N.1 10 _._.~..w~..~J (3) t3/8` S5 POWER-BOLT (2" ttiiN. EMBEDMENT, . 4 1/2' MIN. EoGE asTANCE) oPTroNAI (2) X58 5S POP RNET OR O (2) N12 tt 3/4' SS SMS R SEE 5CHfDULE ~5 MUWON SPAN CHART I. _~a 5EE SCHEDULE ~A „/ t PACE 11 OF 28 ~ t5/B' HOLE PLUG D Oft la NOTE: MAXIMUM GAP BETWEEN CUT END OF-POST AND POST BASE 15 1/4" scHenul.t: r s MtJl~10N MAXIMUM HEIGHT {INI Sur saw tMD • 11149) :11o ItoR11 eNls PsF o ao o as rcD MD sD. sac t c IDo ts.a xio 4SO 1oa 3sa b.J SCHEDULE 1 4 4$A MULLION MAXIMUM HEIGHT (tN} /~o.c Plf 3UT 8PI,1111p •11,110 • NR aTORM arras roA 110 W.0 10.0 Ia,O 120 11.0 N.D LOA LLD 1D1.0 120A 132,0 14/A 16a t41 ~p pA 10.D 15.0 7DA 24A 3DA 75.0 LOA iSA 50.0 40.0 70.0 LOA 40.0 toD.O tIDO 120A t90A 11OA 240.0 9 710.0 340.0 2100 .0 101.2 171.1 1100 127.1 t11.2 9 86.3 d e 0 740.0 210C 210.0 i A 1 t./ 1 1 1263 00.0 97.4 / 1 1 T70 2 D 210A .0 2 A 1 A/5. 1 .1 i12D 1021 91.1 t21 9 r 4a4 I7 O IIQD 0 1 4.3 19x,5 t/.9 1011 .9 79.1 .1 13 t 9 6 21oA 21ao 1 .1 11D.o t11. 1 90.1 I0.7 .1 ea7 eta ar. all 40.0 la3 1S3A 1 1D1.3 92.2 11.1 71A 71.2 061 91.1 9t 7 7 / . .D 210.0 t 9 1 107..1 MA 11.1 71.9 1 .2 A 63.t 47.t 42D ' 91.8 !1/ 2190 11a. ,1 119 2 114 941 1 x1. 11,1 420 T.4 93. 709. 1 OIA 15 111 M.1 .1 1 I2 .9 1 I IM7 114.1 1.1 a 71.9 4 t .1 A /l 9 31. 4 1 734 '1968 .4 4 16.1 IDl / a7./ N7 15 95.2 7r./ 1 1 10.9 111D T.i.3 q 110 a1.b 5D pA 49.3 1 1A t It 2t1 19 112 91 >o. 01.1 ., 9 41.5 121 ~ .2 .r 31.7 .11,4 19S 7d 14s 1 74.1 d•: E7.6 11.7 5 .2 7M a 0 7bA 0 9.4 171 117 111 q3 i1./ alt 1: 411 q4 51.) 94. 91:9 1 1 1 110 11. 11.8 tat 1 1,6 154 A 9 t 1 a 21.9 21A t64 116 14.0 tae 12 t /1 ./ 4a.4 11.7 3aa 1 ?<2 8 5 19 1.2 Ia.l 110 12.1 it.a e 1 440 315 70? Tr.7 21,1 20.1 te. 14.1 14.4 171 14.0 „± 90.0 COCA flp0 1xo 170.0 t1C0 A A A 210.0 A ?4DA 3 t 1 tetl 14DA 1/t ~~ 137~~ 1 .3 2ao 1 'r t r 1 1 1a , r 1 1t t 98A 1p1 t 118 1.. 1 .1 1 1 i 5 11.5 1 NA.S 1 4 A / ,t sal 4. a ' 4. JI11 1 IQ/ 17rd / t. 1 11 . 113:9 1 11. 1 t 4 / 1 t t 11 1 / ! 12 1 1 1 A 10r.a 107 Ir 1 ' 1 ID,4 17A Z 72A 1A.1 1 t 7 2 11 1 A ?. 4 a 1 1 ~ ~ . a t 1 1 e1A /6 705 / q4 a71 r3 41.1 Ilt 1 IL .1 .1 a 1 4 a ial n 11 a t a t t 1!A 4r. 41'6 Ia 4 .1 9 1 D 0 1 aQ/ 1 6 1 t. 1. Z~ Q ~_ ~ P .~ ~ r ,,; > a ~ M~ m U z w ° ~ p .' u z a U Q W w a w A q ~ `~ ° a z ~ ~ ~~ aRa,1,14 DL!` glri 179~b•04 11-kDVE1x a-tr DeAtvINO NtR 3-01-.031 elia: u REV: ,,}} D D 'cul': 1 14 FXEiT l3 ~ 24 O 1 4 ICI ti ~~Y ~~3~acy t_ SECTION "B•B" (11•~ ~~ ~..~,. _ . " CHARTS BASED ON EQUAL SPANS AND WOOD SCREWS SHALL ~ CENTERED IN 2' FACE OF STUD '~ • EDGE M' • 1. DtiSTANCE •~ ,' • 3' MIN. • e •; .1, ~ • r •. •,'. a ~ ~. " .~ CONCRETE BLACK, • ! , ,;, POURED CONCRETE, .• ., • OR WOOD STUD STUCCO C3 UR H UR 1 SEE SCHEDULE X81 __,. ..._ SEE SCHEDULE ~B ~- IS/8" HOLE PLUG F "sw3cnoN ~i•, s~r~'~ ~' ~ r v EDGE • ~. DISTANCE ~ ~ 11' . ~ , 3 IA N. 11 M • :, R ;: .~ .. .. ~ a. f , ~ Y•. ,• .~ ONCRETE BLOCK ' .c a ~` POURED CONCRETE, . •, ~• ': 1 OR WOOD STUD J t HLfrV G Uk H OR SEE SCHEDULE ~Bi c: ° .:~~~ t3 SEE SCHEDULE X82 ,t M5/B' HOLE PLUG E NP. ~~ gR '~ d R• • a ~t ~, ~ ~~ w U a Q ~ U ~" ~ a ~ o o ~ E w a z a ~ d ~~~ 0 oiur~t PU' °A1 ~ Gill)-()9 ""~0M1tl` DIJ` °A~ t~1l3.04 ` auwwc Na ~' 3-01.-031 B ~: - lcatf ! :4 lA ~ 2b >~ 0 0 SEE SCHEDULE /8 r5/8' HOLE PLUG ur,u,~~~ '~ .«a ~~, ~~a~„x,~~~,~R~~=«~ ~~~ 10 15 20 25 '~ 35 40 45 50 80 70 80 100 11D 120 i30 140 __. .. ,.------.~...m_,_, s~;~iuN °a~»°~.~~. OPTIONAL (2) X56 SS POP RNET OR (2) X12 x 3/4' S5 SMS (2) r3/8" SS POWER-BOLT (2" MIN. EMBEDMENT, 4 1/2' MIN. EDGE DISTANCE) '~.., SEE SCHEDULE ~ 6 SPAN CHART BELOW R ~~~~ ~o 0 "CHARTS BASED ON EQUAL SPANS 0 G... O SEE SCNEMXE /B2 SHEET 14 OF 28 isle' i+o~ PwG NOTE: MAXIMUM GAP BETWEEN CUT .END OF POST AND POST BASE IS 1 /4" OPTIONAL (2) X58 SS pOP RNET OR (2) X1.2 x 3/4' SS SMS (2) 13/8' SS POWER-BOLT (1' frtlN. Ei18E0MEM, 4 1/2' MIN. ,EDGE DISTANCE) ~~ SEE SCHEDULE ~ 6 SPAN CHART BELOW ~~~~ E TYP. SCHEDULE 6 MAXIMUM MULLION HEIGHT IN ~) SLAT WIDTH FOR 8-8(3) ~ B-B(4) - NO STORM BARS PSF 48 54 80 .86 72 78 84 90 86 108 ' 120 132 144 .158 18D 180 240.0 240.0 240,0 240.0 140A 240.0 240.0 240.0 240.0 240.0 24D.0 240.0 210.0 240.0 240,0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240,0 240.0 240,0 240.0 235.5 228.9 222,9 217,5 212.6 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 237.8 228.6 220.8 214.0 208.0 200.2 193.0 186.5 240.0 240.0 240.0 .240.0 240.0 238.1 230.5 225.3 2'10.6 .212.2 203.9 194.5 186.3 179.1 172.6 188.8 240,0 240.0 240.0 234.7 228.1 222.2 218.9 212A X7.6 .198.1 186:1 171.8 170.1 163.5 157.8 152.3 240.0 231.9 229.9 222.9 298.7 211.1. 206.4 198.6 192.4 181.5 172.3 164.4 157.5 151.4 145.9 N1.0 2.38.4 227.8 219.9 213.2 207.2 199.3. )92.1 .185.7 179;9 189.8 181.2 .153.8 147.3 .141,6 138.5 131.9 227.3 218.8 211.4 203.9 195.4 187.9 181.2 175.1 189b 180.1 152.D 145.0 138.9 133,5 t28,7 124,4 219.5 211.3 202.6 193.4 185.4 178.2 171,9 188.1 180.9 151.9 114.2 137.5 131.8 128.6 122.1 117.5 208.1 194.7 185.0 118.8 #89.2 162.7 156.9 151.7 146.9 138.8 128.,9 115,5 106A 97.9 91.0 84.9 190.9 960;3 171,3 163.5 156.7 150..6 445.3 140.4 135.5 120.7 108.8 99.0 90.8 83.9 T8.D 72.8 178.5 168.8 180.2 152.9 146.5 140.9 135.2 1.28.3 118.6 105.8 95.2 86.8 79.5 73.4 68.1 83.7 188.3 159.0 151.0 144.2 138.2 129.3 120.2 112.3 105.4 93.9 84.6 77.D 70.6 65.3 80.8 56.6 159.7 15D.8 943,3 138.8 125.8 118.3 108.2 101.1 94;9 84.5 78.1 89.3 83.8 58.7 54.6 51.0 152.3 143.8 136.8 124.5 114.4 105.8 98.3 91.9 86,2 76.8 89Z 63.0 57.8 53.4 49,8 46.3 145,8 f37.7 125.3 114.2 1M.9 98.9 901 84.2 79,1 70.4 G3.4 57,7 53.0 48.9 45,5 42.5 146.1 128.2 ,195.7 105.4 96.8 89.5 83.2 77.8 73.4 65.0 58.8 53.3 .48.9 45.2 42.0 39.2 133.4. 119.0 1D7.4 91.9 89.9 83.1 77.3 72.2 67,8 80.3 54.4 49,5 45.4 42.0 39.0 38.4 6 ~ Wh R ~ ~' ~' ~' • m ~ ~~ ~~ ~~ > u W U a Q ~ j W ~ ~ G '. ~ a ~ U ~ W O . ~' z P a S ~z ~ N J Q w,~r~ ~~ ~ °"~` D8dGJ4 ,~wvRO~ ~p uiu~.ro-w 3-O l -U31. .... fly a RED: A ~cua ) : 4 :-~n 13 ~ 2b 0 ti ~~y /~~~~i~ a---~--~-,~.. K K (4) 13/8' 5S POWER-BOLT (4) f3/8" SS POWER-BOLT ~ (2' MIN. EMBEDMENT, u (2' Mil. EMBEDMENT, # 1 /2" MIN. EDGE DISTANCE) 4 1 J2' MIN. EDGE OISTANC SEE,MULIgN SPAN SEE MULLION SPAN CHART BELOYY CW~RT BELOW OPTiONAI OPTIONAL (2) X58 SS POP RNET OR (2) r58 SS POP RIVET OR (2) X12 x 3/#• 5s SMS 2) ~t2 x 3 4" SS SMS 0 8 9 ( / ~ii..~~ rr7 ~~ rw~i~ SEE SCHEDULE ~B ~- A sEE SCHEDULE ~B2 15/8' HOLE PLUG. P /5/8" HOLE PLUG 6 T1'P, MAXIMUM MULLION HEIGHT (IN) SIAT WIpTH F4R B-B(Sj 8 B•B{6) • NO STORM BARS PSf 48 54 60 66 72 18 ~ 84 90 96 108 120 132 144 158 188 .180 r wu+nw , rns 10 15 20 2S 30 35 40 45 50 60 70 80 90 100 110 120 130 240.0 240.D 240.0 240,0 240.0 240.0 240.0 2400 240.0 240,0 240.0 240.0 240.0. 240.0 240.0. 240.0 240,0 240.0 240.0. 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240,0 240A 240.0 240.0 240.0 240A 240.0 240. 240.0 240.0 240.0. 240.0 240.0 240.0 233.5 225,7 240.0 240:0 240.0 240,0 340.0- 240:0 2400 240,0 240,0 240:0 240,0 235:4 225:4 216,7 208..9 201.9 340.0 240.4 240:0 240.0 240.D 240.0 240A 240,0 240.0 237.2 225,2 214.8 205.8 197;8 1907 184.3 240.0 240.0 240.0 240;0 240.0 240A 140..0 2+40.0. .132..1 219.6 208..5 198:9 190.5 183,1 178.5 170,8 240.0 240,0 240.0 240.0 240.0 240.0 232.5 224.7 217.1 205.4 195.0. 186.1 178.2 171.3 165.1 159.6 240.0 240.0 .240.0. 240.0. 236:4 227.9 219.2 211.9 205.3 193.7 183.9. 175.4 156.0 161:5 155.7 150.5 240.0 240,0 240,0 233.8 223,8 215.2 207.5 200,6 194.3 183,4 .174,1 188.1 159,1 .152.9 147.4 142, 240.0 235.6 223:8 213:$ 104,1 196.8 189.8 183,5 177.8 167.7 159,2 151.9 145,5 138.9 134,8 130.3 230.9 218.1 207.2 197.8. 169,5 182.2 175,7 169.9 164:6.. 155.3 147.4. 140.8 134,1 129,5 124.8 120.8 296.0. 204,0 193,8 185.0 177.3 170.5 164:4 158.9 153 9 145,3 137.9 131.8 126.0 121.1 118,8 112.8 203.7 192.3 182.7 174.4 167.2 ..980.1 1.55.0 149.8 145,1 137.0 130,0 124,0 118.8 114.2 ` 1.10.1 108,4 193.2 182.5 173.4 185,5 158.6 162.5 147:0 142.1 137.7 129.9 123.3 11 T:7 112.7 108.3 1044 100.9 184.2 174.0 185,3 157,8 151.2 .145.4. 140:2 135.5 131.3 123.9 117.6 112,2 107,5 103.3 99.2 92,7 .116:4 .186.6 158.2 151.1 144.8 139.2 134,2 119,1 125.7 118,6 112.8 107.4 107.9 97.9 91.0 84.9 169.5 160.0 152.0 145.1 139.1 133.7 129.0 124.7 120.8 114,0 108.2 103.2 97.8 90.4 84.0 78.4 163.0 153.9 146.2 139.6 133.8 128.6 124,0 119.9 116.1 109.6 104.0 99.0 90.8 83.9 78.0 72.8 NOTE: MAXIMUM GAP BETWEEN CUT END OF POST AND POST BASE IS i/4" w~ c, ~~ ~ ~ ~~ ~~ W U ~ z 6 ~ ~ O ~ U ~ U ~ O ~ W A U w p a z ~ ~ ~ p te~y ac A~ OtANk ~,e I DAR` Uti'JG'U~ >~~ ~,~~ C 3-01-031 B ~~ A scu.F~ ~ : 4 sxvn: iG ~ 26 CECTION "fi•C" 11) - ' SBC'l10N "GC" FIXED STORM BAR REMOVABLB STORM BAR P SEE SCHEDULE ~8 ec ~9 3" STORM 6AR 5PAN CHART P SEE SCHEDULE ,~9 8c ~9 ` STORM BAR SPAN CHART 3 ~ SEE NOTE 2 BELOW Y SEE SHEET i9 OF 28 SPRING LOADED FO - R . m ~ 5TORA1 BaR 5TORM BAR A55EMBLY P~orar `w~1CE 9CHF.DUI.E fl8 ~oR AEMOUABLE MAXIMUM DESIGN P R Q AS SQUIRED m SECTION'C~C" (tk (Zj, {9), d ~ Q AS REQUIRED 4e eo 7z TRAC7(TO TA/i(:K• 2 SPAN (N+11 84 >aB 108 120 132 . 144 156 48 190.0 152.0 1287 108.8 95,0 84.4 T6A 80,1 8'3.3 58.5 S 54 154.0 129,2 . 102.7 840 AO 88A 18 98.0 51.3 47.4 4 (2} 1/4" X 1-3/4" ELCO 2) 1 /4' X 1-3/4` ELCO 3" STORM 80 86 123,8' t01.6 99.1 81.3 825 a7.7 70:8 61.9 58.1 50.8 55,0 452 . 49.5 40.8 15A 37A 41.3 33.9 38.1 , 31.3 3 7 TAPCOM 1 ~ 4` AIIN. TAPCON /1.3/4' MIN. BARHEK,7{T 72 84.8 8L9 .56.5 445 124 37,7 33.9 30.8 28.3 28.1 4 E1IBEDMENTr2 1J2' MIN. BEDMENT~ Z 1/2 MIN. 78 71.8 5/.4 47.9 41.0 36.9 3t.9 26.7 28.1 ?3.9 72.1 7 EDGE DISTANCE IYP. CONCRETE ~ EDGE DISTANCE) TYP, CONCRETE ~ 9e e1,6 46 5 49,2 37 2 41.0 D 31 352 3oe 3 6 23 28 27.3. 20 7 21e tab T1.1 16 9 20.8 `15 3 18.9 143 r r t2) X14 5S SKIS TYP. ALUM. ® (2) f 14 SS SMS TYP, ALUM. 108 , 38A . 2A1 . : 24.2 . . ~ .182 . 18.2 4 1 .5 , 132 . 1 12, 11,2 1f 120 24,1 23.3 iQ4 18.8 11.6 12.9. 11b 10.8 9.1 4,0 e 132 23.8 19.1 tS,9 13.8 t1;D 10.8 9.5 47 1.9 7.3 d 111 19.8 1S8 132 11.3 N9 48 1.9 7,2 68 6.1 5 198 147 13.4 11.1 9.8 84 7.4 6.7 $.1 58 5.1 4 ,;-.-.~-:,,_._.. slacrlc~l cc" t91, ~ .~~s ....... _ sscrlON r~c" r15) . 188 14.3 11.4 9,S 8.2 7.1 6;3 5.7 5.2 4.8 4.4 1 ~ FUND OR RBM(?YABLP ST17RM BAR FD(BD Olt R>?MQvASL,E SmRAt BAR P SEE SCHEDULE ~S St ~9 T ` ~ ~ AC 2) 1/4 X 1-3/4` ELCO p APCDNS TYP. CONCRETE STORM BAR SPAN CHAR 3 (2) X14 S5 SMS TYP. ALUM. Ab CrA , AD 1____ ..~ ~? 5EE SCHEDULE ~8 do ~9. 3 STOR11 BAR SPAN CHART ev TAPCONS TYP, CONCRETE m m 2) ~-14 S5 SMS TYP. ALUM. z ~ z ~ SILL Q AS REQUIRED Sill Q A5 REQUIRED CONCRETE CONCRETE OR ALUMINUM OR ALUMINUM SEE NOTE 2 BELOW SEE NOTE 2 BELOW 3' WITH INSERT STORM BAR PERFORI~IANCF SCHEDULE IR 9 Fuc~ooRREMOVae1.r~ MAXIMUM DESIGN PRESS REP F U (S) SC~TION ~C•C^ ti), (Z), {5), 8 (8> TRACK TO TRACK • 2 SPAN (IN) 48 80 72 84 96 108 120 132 144 158 188 4e 54 BO 3'A STORM 88 NOTE: BAR HEIGHI 72 i .ALL PERFORMANCE CHARTS ARE ARAWAIG 5~'110N 78 SPECIFIC ANA ARF. BASED ON AIvCFIORAGE, MENDING ~ 57'RE.4S, ANA DEFl.E4"710N LIMCI'S. ~ 2.OPT10NAL {2) ASb SS POP RIVET OR (2)1<I2 x ~-4" SS SMS 108 THRti STORA! BAR II~ffO STORM BAR BASE PLATE. 120 NON S"1'RUCTIiRAL 1'ASTENT:R TO KEEP ALUMlr1UM FROM VtHIUTLyG, 132 3. A'7'PIIE SAMC UKff vVID1'll ANb b'I'OitM BAR lIF3GFff 144 THE lISE pE TWO SC'I'S OF STORM BARS l:V('RI;ASL• 4 THE 958 PSF Rf"SISTAI~ BY 1:75. 188 19o.a 152.0 128.7 10e.6 .o a.4 78A e9.1 3. 98.6 64.3 1 135.1 112. 96.5 81A 15.1 B7.d 81.4 58.3 52.0 48,3 1 12t~6 101.8 86. 76,0 87.8 .8 SS.3 50.7 46. 43.4 138.2 110.5 9'1.1 ?9A l~,1 81.4 85,3 60.2 48.1 42.6 .S 128. 1 ~3 84,4 T2.4 83.3 68,8 ,7 46.1. 42.2 99.0 38.2 118.9 -3.3 77.9 86.5 56.6 52.0 46,8 42.5 39.0 .36,0. 33.4 108.8 86.9 72.1 82.0 34,3 46.3 43.4 .S 36:2 33.4 31,0 88.3 89,1' S7.S 44.3 432 36:4 94.5 31.4 28.8 28.8 24.7 . .? 3.8 44.8 38.4. 93.6 29.9 .9 24.4 22.4 20 T 19.1 42A 36.8 30.7 26.8. 23.9' 21.5 19.5 17,9 18.5 15.3 .B 36.0 29.2 25.0 1,4 14.1 11.5 15,9 t4.6 13.5 12.5 36.3 29.0 242 20.1 18a 18:1 14.5 132 12.1 11.2 10.4 30S 24.4 20.3 1TA 16,3 13.8 12.2 11,1 10.2 9.4 6,7 .0 20.8 173 14,8 13.4 11.8 10.4 9./ 8.7 8.0 7,4 R n ~~, ~ i~ Qa Y, N ` r 8 ~. ~ ~~ > ~~ W U a ~ d z ~ ~ a v Q F p., w w x w q , z w a O Z s d d x o ~~ ~ °A~ J8d0~f "rMOVep. ~ ORA9'1!16MKL ~-01-03~ SIZE; REV: B A sue: 17 ~ lb Ln a 0 ~~v ~~~~i~ ~ N 11 ( SECTION GC 3 L`Vi4.i ~IY\ 5EE SCHEpULE #10 4C X11 5 4• STORM BAR SPAN CHART U i 5EE NOTE 2 BEtOW T AS REQUIRED . SECTION °GC" 4 .. .. ...... ,... .. .......... .. .. 1 SEE SCHEDULE X10 4C X11 S 4' STORM BAR SPAN CHART Z p 5EE 5HEET 19 OF 2b fOR SPRING-LOADED STORM 84R AS5E148LY "a T A5 REOUIREp 0 (2) 9x3/8• SS POWER~LT ~ {2' k11N. EMSEOMENT, 4 1/2" MlN. EDGE DISTANCE) TYP. CONCRETE (4) X14 5S 5MS, 4' STORi~ 9AR OR 0 (6) X14 S5 5MS, 4" STORK BAR W/ INSERT TYP. ALUM. a"STORM BAR PERFORMANCE SCHEDULE ~ 10 FixEQ OR REMOVABLE MAXIMUM DESIGN PRESSURE PSF Si=CTiON "C-C` (3) & (4) TRACK TO TRACK • 2 SPAN (iN) 48 60 72 $4 96 108 120 o (~) a3/9" 5S PawFRacnr (2' MIN. EMBEDWIENT, 4 1/2• MIN.. EDGE DISTANCE) TYP. CONCRETE (4) ~ 14 SS .SIti5, 4" 5TORM 6AR OR (6) ~ 14 SS 5MS, 4" STORM BAR W/ INSERT TYP. ALUM. ww ~e~ yep ~Qe 48 54 NO'rFS: t. ALL PF.RFt1RMANCIG C#iARiB ARF. ARAw~ sFCTtOh SPE('lf1C AI•tD AR9's BASEDtI~i ANCHORAl3F BEND9t~i STRESS, AND DF1'LECTION [.A+Jf l'S. . 2 Oi'f10NAL (2) NSb S5 PDE' RTirF.T OR 12) AI? a 314":5S SMS ~r~u~u sro~ nA>< a~ sr~ BAa BAS1: PLA'1'k; NON STRUCTL`RAL FASTEN1tR TO KEEP ALUMll3LL~ 1•KOM VIBRATING. 3. AT THF. S1~MF IIMT WIDTH MID S't'OBM BAR HI:i()H'I THE tISF. OF TWQ SETS AF STpRM.BARS fNCRF.AS~4 THF. PSF RESISTANCE BY 1.15. 413.$ 330.9 275.7 238.3 20$.B 183.8 165.4 150.4 137.9 127.3 118.2 387.8 294.1 245.1 210.1 183.8 183.4 147.1 133.7 122.5 113.1 i 05.0 330.9 284:1 22D.6 189,1 185.4 141.1. 132.a 120.3 1103 101.8 94.6 288.5 229:2 191.0 .183.7 143:2 127,3 ' 114:8 144,2 95.5. 88.1 81.8 .237.8 190.3 158.8 135.9 11'8.9 105.7 95.1 88.5 79.3 73.2 68,0 200.3 180.3 133.8 f 14.5 100.2 89.0 80:1 72.8 88.8 61.8 57.2 183.9 147.1 122.8 105.1 91.9 81.7 73.5 88.9 81.3 58.8 52.5 138.9 111.1 92.8 79.4 89.4 81.7 55.5 50.5. 48.3 42.1 39.7 108.3 68.1 72.2 81.9 54.2 48;1 43.3 39,4 :1 33.3 30.9 .88;7 89.3 57:8 49.5 43.3 38.5 34.7 31.5 28.9 8,7 2 4:8 2 70.8. 58.8 47.2 40.4 35.4. 31.4 28.3 25.7 23.8 21.8 20.2 58.6 .47.0 39.2 33.8 29.4 28.1 23.5 21.4 19.8 18.1 18.8. 48.5 39.8 33.0 28.3. 24.8 22.0 19.8 18.0 18.5. .15.2 14:1 42.2 33:8 28.2 24.1 21.1 18:8 18,9 15.4 14.1. 13.0 12.1. 4"WITH INSERT T RM BAR FoR NCE HED LE # S 0 PER MA SC U 11 FIXED OR REMOVABLE MAXIMUM DESIGN PRESSURE PSF ~ ) SECTION "C-C" (3) ~ (4) TRACK TO TRAGK • 2 SPAN (IN) 48 80 72 84 98 108. 124 132 144 .158. 166 4' STORtd 88 BAR HEIGHT 72. 78 84 98 106 120 132 144 158 168 48 54 80 4"/l STORM 68 8AR HEIGHT 72 78 84 98 108 120 132 144 156 168 620.4 498.3 413.8 354.5 310.2: 215.7 x48.2 225,8 208.8 190.9 177.3 551.5 141.2 387.8 315.1. 275.7 245.1 220.8 200.5 ' "" " ' "" ' "" " 498.3 .391.1 330.9 283,6 248.2 220.8 188.5 180.5 451.2 381.0 300.8 257.8 225.8 200.5 180.5 184.1 402.5.. 322.0 288.3 230.0 201.2 178.9 181.0 148,3 339.9 272.0 226.8 194.3 17D.0 151.1 138.0 123.8 290.6 132.5 183.8 186.1 145:3 129.2 118.3 105.7 218.9 175,2 148,0 125.1 109.5 97.3 87.8 79.6 110.3 138.3 113.8 '97.3 85.2 75.7 88.1 81.9 135.9 108,7 90.8 77,7 88:0 60.4 54.4 49.4 110.7 88.8 73.8 63.3 .4 49,2 44.3 40.3 9L8 73.4 61.2 52,4 45,9 40.8 38,7 33.4 77.1 81.7 .51.4 44.1 38.8 34.3 30.9 28.0 85.8 52.5 43.8 37.5 32.8 29.2 28.3 23.9 ~~ ~~. ~~ .~~ .. W U ~ ~ Z U a Q W O a A A W a z ~' ~ 4 s d d z . s~ a 3 ti ~~y ~3~ia cry 4" ~l'RNGLUAt)};D S'ff)RM IiAR ASSI~Mt;I•Y ~ SCAIf,: I :2 i._.,_.~. _.~._..__..__...__..____ 5.500 .500 - {-- F. 1\ I' Al /4" x 1 3/4" PIN' -~ T ~" SPRING•LUAUGU $TUR.41 HAR A5SI:Mt3I.Y scAU:: I:s .500 11/4' x 1 3/4` PlN J a IJ2 O.O. x ,065 SS SPRING 1.72 O,D. x A65 SS SPRING (2.) e3/t6" SS POP RnrET /1J2" ALUM ROD (2~ X14 x t" SS SMS r ALLOY 6063-TS CUT 3/8" DEEP SiATS IN CONCRETE OR CUT SLOTS IN ALUM. HEADER TO PROVIDE MINIIAUM ENGAGEMENT TYP. ~/ V „ 3/B MIN. ENGAGEMENT TYP. TOP do 9OTTOM CUT 3/8" DEEP SLOTS~IN CONCRETE pR CUT SLOTS 1N ALUM. HEADER - TO PROVIDE MINIMUM ENGAGEMENt' T'f~. ~~) 13/~ s• Ss POP RMET 11 2 ALUM ROD (2~ X14 x 1" SS 5MS /' r ALLOY 6063-T5 3/e "MIN. EHC~cf-~ENT TYP, TOP 8 90TT01t f~ n w+n R t ~rj fY 1 ! ~~ ~" ~" ~ ~. • M '~ ~ ~ ~ o 0 a ~ z W u- x ~ ° Q W z ~ W O ~ a E z ~~m ~~~ P 0 N ptAMli: oett ~3 ?C3••f~! AMWYVix ~` DALE ~,~~ OAAMLW HU. 3-01-031 AiL B qfV; fLALl.. I, a SNk~T. 19 ~ 2G SHUTTER 60X 7" TO 11" 4, 5 OR 6 S1pED srcno, k ~n-n" c~, WAU. ?~(JNT NU STORM BARS 1 1/2"x 1'x.1"x5" INTERhti1L ALUM, ANGLE W/ (3 ~B6 55 POP RNEiS THRU SI EFRAtwtE TO ANGLE ek (2) 11/4` x 2 i/4" TAPCON TO CONCRETE D UR E SEE SCHEDULES FOR frliN. CUSS CLEARANCE sHE~"f 7 ~ e DF zs `Ai:Y. S>~:~: ii~r n sEE scHEOULEs FOR f~IIN. GLASS CLEARANGE SHEET 1 do S OF 21 L OR M 111/4" x 2 1/4" TAPCON 0 16' O.C. GLASS SHUTTER BOX 7" TO 12" 4, 3 OR 6 51DE0 .. . SECTION "E-F" (I i WAIL M()t?!rT w7T'il STORM BARS J W OR X (2) 11/4-20 x 3/4" S5 80LT ~ SS NUT TD HEADER dt (z) 01/4" TAPCON TO CONCRETE u vx t" S[l 5TOR4t BAR ;VU7ES ~: AI.T', SILL f)LTAJI. SEE STORM B.AR 1COTGS Al) OR AD S"CURM BAA'JO'iFS: 1. SHt(1'fFJt SEi'1'1ONS ARE 5tti)WN 1~Tf H I1XI:D STORhf BARS, STORAt BARS CAN BE 1:]XFD OR REMOVABLE. REMOVABLEr (Sl'R11Vt)-LOADCU) STORM BAR A55EhfBL1L•'S & MOUNl7?v(i ARE SHOV4TION Sf1EE"t 17,16, Ac 19OF2A. ~.51tUT1'ERCSISIIOULDNOTBEROLLEDDOWti In~~tc 1Vlln'17 EVENTS W1'ltlixTY' Rk'hf0~'ABf.E STORM BARS II~ PLACE. ROLL•.A•WAY !,e Nirl' RESPDNSIB[.1: IaDA SUBSEQUENT' DAMAtii;, 3. RF~fOVINO SPRA1ti~.DADED STORM BARS: REAfOVE Pp-, LTF'f tiP ON STORM BAit, WHF,N'BOTTOM i~EhT CLIiAR THIi STORM BAR BA36 PLATE, kOTATIr 51'OAM 8AR OUT OF Ol'F.NDVO, 1. SIIUTT1rItS Wf1Tf NO STORM BARS OVER 71" WW> SHOIILO IiSE SOME f~i)RM ULF HOUR SUl'BART, HF.AOF.ft; TL-BQ~li1 OR exTI~NAL suPPORT'. S. PDR I.AROFl~ ALLOWABLE NEAI)ER SPANS USE EXTEtiIOR RIINIOIit.'F3tI:1VT' BRACKET' SHOWN ON SHI~T?A OF 2L, fi.ALL()WAB1.E HEIDFR SPA11~ I~)R'rWO Sl•'1S OI: EVENLY SPACFp STORM BARS 1tAY BE MOUND BY USING A REOUC-"1DN OFTTaG PSF SHOWN Bf10W. THIS REDUC7)ON IS OBTAINED BY USE OT A p.63 MULTTPI]~, SCiE SCCTION Y'fi" (G) 5kIE)rT 17 OF :6 GLASS SEE BCHEOIA.ES FOR tdlN. CUSS CLEARANCE SHEET 7 dt 8 OF 2B 1 • I~IN, cLASs CLEARANCE SEE SCHEDULES FOR MIN. OtASS CLEARANCE. SHEET 7 dt 8 OF z6 1" ANN, GlJtSS CLEARANCE STiE SECTI(Nd "CSC" (S) SHEEP 1? OF 26 0 W~ Z1~ aNaJ LL F N m 8 r j ~ ~ ~ a c i Z U ~ ~ ~ O ~ W W a ~ ° w ~ z fl Z ~~ ot+~w-r !7f` aetw ~,~ ~ov~ DRAMIhO NOt 3-01031. sue: Aer, B - `~` 1:10 sxexr ~o ~ zb ~, ti CP (PLC ,1~~ r+c l~ SHURER Bpx 7" TO 12' 4, 5 OR 6 SIDED src~tio_,___~v D BUILWU? MUI."~'T NU SmRhi BARS 11/2`x1"x,1'x5' ~lTERNAL ALUM. ANGLE w/ (3) 66 SS POP RIVETS THRU. S ETD ANGLE. da (2) X12 >s 3/4' SS SMS TD ALUM. POST D QR E {Xt F SEE SCHEDULES FpR MIN. CUSS cLEAR~wc~ sHEET ~ ~ a of zs G UR ti UR 1 .AL .511.1 DET . i SEE SCHEDULES POR M1N. G1ASS CLEARANCE SHEET 7 do 8 OF 2! C (>1t li OR 1 11/4 x z 1/4• T,~coN a 1s• o.c. 5HUTTER BOY 7" TO 12' 4, 5 OR 6 SIDED I ~. a~"~ i BUILDQUT MOUN1` WI711 STORM BARS O«OJ (2) 11/4-20 x 3/4" SS 90LT rk 5S NUT TO HEADER do (3) ~14 x 3/4" S5 SMS TO ALFA, POST, NO'1~ 6 D aN 6 OR 'F 5EB STORM BAR NO1ffi cuss r~s,a~l SEE S7'DRM BAR NOTES AA ~ AD 0 (4) r1/4" TAPCON E {1 3/4' MIN. EM9EDMENT) o sTORM eAR, 2 1/2• ac, REST, 1$' o.C. {BEYOND) :"~~`: (J) 11/4' TAPCON {1 3/4' MIN, EMBEDMENT) riasT INro CONCRETE • ..•;i ~? STC}RM BAR Nt71'1=~~ i. SHUTTER SECTIONS ARE SHOWN WITH FlXED STC)RM BARS. S IURM BARS CA!` Bl l'LiED Ok REMUVAIiLI RLMUVAliLli sPR~NG-IAADED- src~M BAR ASSF.MeI.IF,S d I~u.1^t'lyr~ ARE SHOWN ON SHEET 17,18, A l9 Uf Z6. 2. SHU1"1}•]t(S-SHWiLD N(YI' BE kOLLL'D DOWN DtgUNG WIND EVFNfS WITIiOI*f RFMOVABIr STORM BARS Af PLA,i'E. ROLL•A•W AY t5 NOT RESPUNSI$I.E FOR SUB3I:QUF,~i1' DAMAtiL'•, 3, k[:J~triVINQ SPRIN(i•LOADF.n SI'l1RM BARS: RFbtOVF PIN, LiF'(' UP ON ST08.M BAR. N±liF]d BOTTOIN FEE!' CLEAR THE 511'BU! $AR BASE PLATTw ROTATE STORid BAR UUT OF (~EMNG. 4, Siltli7'E(tS WCfli NO S]~ORM BARS.OVLR 7Z"WII~ Si.iOULD USE 9OlNB FORM OF HOOD 5UPPURT: HEADF1t, TUBWG OR EfffklCNALSUPPtBl7: S, Fc)R LAkC~iB ALLOWABLE HisAp1:R SPANS USE i,%7'tRK1R REINFORCEd1EM'BRACi:6T5HOWNUNSICEEP" OF26. 6.5EE ALTERNATE SPANS USINU 151l+~80 BOLT ~ NUT Pl7t DF.TAII, "ixT' (1) SI1f~T 21 t)F26. 1. ALLUWABLE IiEADF1t SPANS ~`URTWO StiTS OFb'VFI~LY SpAt~A STORM BARS i-iAY BE POUND BY USING A REDUCTION OF 7'HF. P5F SIIUWN BELOW. THIS Rf 1K1C7TUN 15 OBTAINEi) BY 1;5E0FA O.aSMULTIPIlEBL (4) 11/4" TAPCON (i 3/4` MIN. EMBEDMEN'~ o sraRi~ eut 24" O.C: H o~ 1 SEE SCHEDULES FOR MIN.. GLASS CLEARANCE SHEET 7 do B OF 26 cuss 1" LAIN. GLASS CLEARANCE SEE SCHEDULES fOR MIN. MASS CLEARANCE SHEET 7 d< 8 pf 28 1' MIN. GLASS CLEARANCE 3EE S8Cltf)rT "GC" (S) FOR L>>rDTATi0P1S SHEET I7 OF26 •z n~ 11B At1PJt I, 1 i0 170 BJtO'rN 1B~4) 3 7 lk 7 1/4 El E11D®t SPAt4 T U!' SHC!'i 0N • : epw ~ s roR M B AR 1m +ci rHC n~1 R ~ 1M b6 g n k ~ ~ 1 0 9 0 11 0 3 0 1 a r ~. R Q ,+ ~ ~ o pp E -~ ~ ~~ m U A ~ a W. U a O A A W w ~ ~ a. ~ z z ~:~~ a mu,r~. Df °i~` Q&10.0~+ ,u~wvm, DU" oe~e 0~3 s4•W au+~aNa 3-01-03 ] ,~ k6r~ a "^" 1: i0 21 ~ 2b 0 0 ti n ~~y ~£g~~i SHUTTER Sox T" TO 12" 4, 5 OR 6 SIDED ~ 5I l'11ni~ D•U' C~~ In+is +~nt;n~r :'+~ S'IURM DABS 1 1/2' x 1' x .1' x S" INTERNAL awM, AISLE w/ (3) ~6b 5S POP RNET5 THRU SIDEPRAME TO ANCLE do (2) X11 x 3/4' SS SMS TO AwM. POST U UR SEE SCHEDULES FOR MIN. CLASS CLEARANCE SHEET 1 8 8 OF 1b it t-k I --~ ~'t:'~u Lx:rAa SEE SCHEOULES t:OR MIN, GLASS CLEARANCE SHEET 7 dl 8 OF 2E H tkl 1 0 Ilt/4" x 2 1/4' TAPCON o I b" o.C. n uk SHUTTER BOX 7" TO 11" 4, 5 OR b SIDED I .:..z.;:.~..-~--.. t~ JAt.16 :at~uxl' N1111 Sl'ORM UARS VI' UR X cuss (1} N /4--ZD ,>t 3/4" SS B(}LT dt SS .NUT TO HEADER ~. (3) ~ 14 x 3 f 4" SS St~iS r0 ALUM. POST, Nu~r1; v ,) t>R l: srr•. 5TOR1" BAR IVO'lF5 ALT. sna. rirrnii~' L^ SFt 51~Rr+i HAR NUTF.S A8 lNi AU 0 (4) at/4" TAPCON i (1 3/4" MIN. EMBEDMENT} a STORM BAR,. 2 1/1" O.C. REST. 16' O.C. (aeroND) s~lltsa 76 ~ src>k51 dAN ~nrr,S: I. SliU1"iElt six'iIUN~ ARF 51lUW'N wCi'li 11XCU ti1tJRDi dnK5. (3} X1/4" TAPGON S7'l1R?N BARS CAN dl' I7XI~ Uk kF,l~ltR'ABLG, RL.N~t'Ab1.F (1 3/a" MIN. EMBEDMENT) tsPklN(3•I.AAAF.p) S7riRM dAR ASSEMidLi}:S & M0t1\7L'tiG " ' PAST INTO CONCRETE 11, IB.d -90F3G. 1 ARk; SIIl-WN UN SHF.L 2. SHtt'I'I'F:RIS) SHUIiI.D M)T dli Rt1I.lIX11X)>~'N Ut>xlNr~ wu3a rvFr'r5 wrrlu,IrrRr~nvAdta~ SrnxM BAt:s t n: ~'~ IN PLAt1. RULL•A•WAY IS NOT RF.SPQN516Ll f'fIR 5Ud5l.QUBN'i DAMAGE. , 3. RM]dUV1N(~ 5Pk1IV(,•Lt1ADEU StORM I~AIt5: R[:MUVf: PLti. LI!'C I.iP qA titbRM BAR.11'J;IF\ llt.)1TlM1 FF.i"1'tgl?.AR 1'NE S'I'rtiRM 8Ak BASE PLATE, kGTA'f E 570RM BAR n1?'f OF IiPFNING. 4. Sl IU11'£RS W(Iti NU S'I~URM GARS UVFR 12" WlUE SHUUI.U • l:`tiE 5t)lik F'nkM UN Finl>n $l?PI'I11t'!',1iGAgl:~t,'I'l'UUW; UR ~.• FiXTFANAI:•51'PPORr. S, FUR LARGF~t ALLUWASLI:IIF.ADI•RSPANS i/5E EXl'RR3UR " wxvruxt~I:Ml;xl dRAC1cu-I~ sr k~wn al3 sli~a•;r zn aF zri, b, SI,E AL1]?RNA1'E SPANS USING IdIN•2D 80Lr ~ 131 ~r Plw7t UETAU.'"~d" t4q 5tll~'f 23 OF 2b. h ~ ?. Ai.LnwAALE l•II;AU.ER SPANS ft)R TWq EFTS qF F:VFMY SPACIL1 SI'URM BARS MAY dF.Fg4`erD BY l?S1YU A RFUU('TU)N ~ pF1'fiF: P5F SIiWWN $Is~.nW,1'lilS REpU(TIp1i I5 (1t3'fAlNl:t1 BY tlsr: t-F A o,sis Mln.nr.I.al~. (I 3/4" MIN. EMBEO~IENT) REST, ih" p.c, Ci QR 11 5EE 5CHEOULES FOR M1N. GLASS cLEARANCE SHEEP 7 do 8 OF 2b CLASS 1' MIN. GLASS CLEARANCE SEE ~HEDItIES FOR MIN. GLASS CLEARANCE SHEET 7 dt B OF 16 1" MIN, GLA55 CLEARANCE FUR UMrI'AT10\S 51IE1:7 17 OF 26 i 2 n~ >~ Anek t ~NOrR ~ 17 prx~s> 0 S ? ' R T T " HEADBR SPAN CHART ~E ~ lww secr~ON ~~ ~ ~s~ S'1 n1W ~ L9 NG" fH p N1 R ~ g 66 72 a ~ ~ tr>R r o s o u o 13 0 > o w e WA F z R., !.: c ~. • ~~ rl~ W U ,,,,~ j O U z ~ ' n. U a ~ Q A W ° a O a F z s a ~ z ~, ti ~o ~ ~ ., .w w A ~4 wuwn; ~ Amiovca ~~:~ non OP i~•G~3 DAAM7.YG 110 3-01-031 ~~ AiY s l ; to 22 ~ Zf- ~~`/ i3~~<<~ SHUTTER BO% 7" TO 12` 4, 3 OR b SIDED i j MUWQN MOiJh"P NO S'J+OR119ARS MITERNAL ALt~i. ANGLE W/ {3) X66 SS POP RNE7S ,. TMRU SIOEFRAME TO ANGLE r!t (2) X12 x 3/4' S5 SMS TO ALUM. POST D OR B OR F J ~ 1C SEE sctlmt>LEs FOR MCI, GLASS CLEARANCE SHEET r ~ e of 2s 1" MIN. CUSS CLEARANCE 0 CONCRETE 5LAB TYP. TOP dt BOTTOM cU55 ~ °~ z SHIfifER 80% T TO 12" 4, 5 OR B SIDED 1 y . I ! I~Ct'~ON "fi-B' 4 ,~~ ~a_-~,.w f 1 MIJWON NWNf WTTI# STORM BARS w OR X {4j to 1 /~-20 55 BOLT R S5 NUT TO HEADER R ALUM, POST, Nt1'TB6 D OR B OR P SEE STORM BAR NOTES SEE scMEDtnEs FOR MIN. GU1SS CLEARANCE SHEET 7 do B OF 2fl CONCRETE SLAE TYP. TOP St 80TTOM 1 ~ ~;, ~ •~ • 4 . • ss 0 J OR K (BE'YONO) 1" M)N, GLASS CLEARANCE TYP, [~~~~~ STORM BAR NOTES: t, SHUTTER SEt:fLONS ARE SHOWN WLTH FDtED STORM BARS. STORM BABE CAN Bti FpiED tNt REblOVABL>; R67rlOYABLE fSPR{NQ.LOADED) S'1'ORIM1 BAR A.SS rR~iB.L,JES ~C f~iOIINfRVO ARE S130WN DN SHEET 17,18, ~ i9 pF>& 2. SIiUT'L'FR(S) SHOULD NOT BE R(11d.ED DAWN DURQdO WIND EVENTS WTI'IitR!T REtiiOVABI.E STORM BARS >N PiACE. RQLLrA•WAY )S NDTRF~AONSLBIEF~gR SU656(rUkM DAD4A(7E. 9. RL'1d0V1N0 SPRB~Oa.OADED S'lrlRlwl BARS: RLxMOVEPIlV, T.ffT uP oN Sm~N BAR, w1~EN BoT'roiN r~r• r ci;~na ntE sr~ BAR BASE PC.ATE, ROTATE ST10RM BAR OUT OF OPENQ~(3. ~. sHUT~RS ~reHxo sroRN sARSOVER 7rruTDEsHa1zD [!SE SOME FQkM OF NOOD SUPPORT, FlEADrFR, TUBQ~G OR lrXT1:RNAt 5UPP()RT. 3. PUR l.AR{1~ ALLOWABLE HEADER SPANS USE EJ[1T;RJOR REtNFORCEMEN'T BRACKET S1iOWN QN SHEF'T 2f.. t~ 2fi. Q SF:E ALTERNATE SPAN CEiART ff 81~ X 3~1" SS SMS ARE CJSGD TO MAICS 31DCFRAME'CO POST C(1NNF.C114N 0 w'' R t. ~ ~ • ~ t pow 9 wp ~ ~, U U ~ Q a ~ O ~ A `~ ~ a o a z g~~- $ ~~~^ auv-c DP was lJ~&±~~-(H "n~vxa I}L~ a~n C18.24~C~f pRAMING MD, 3-O1-031 aat tEV. $ - x~ 1:10 23 ~ 26 N 0 ti ~~y ~3~a~ri HCWM 1' wALI r~ou~~l - ~ GOMCF:E7E ~~ ~ ~ Rl;tNt~1tCEQHEADLR ' OP F P R T1~+IAL ASTEtJERS E EDGE . ~ . lYI;C17UN (YA~ r i r SCHEDULE R.H. 1 dt 2 o~r~NCE ;I , , , , 3" MIN. * - ~ ~ 1 l .r . ~~ ~I ~ ~ , ~~i ' ~' :~ ... ~~ ~~ ..„ ....... . r ,.... ~~ " +r3/B SS POWER-ALT U hg E `~ ~ i l r (2 MIN, EMBEDMENT) 5EE SCHEDULE R.H. to t~ l ~ 1 MOOD SfUQ -SCHEDULE R.H, J J (2) ~ti ~ 4 SS SMS - ~^- (4) ~14 z J/4` S5 5MS wnax SHUTTER BOX J t N W qR X HCWM w~r~r u~is~ws SliA1.LBE cen~rr,~.~r Ly ~ i~nc:l~ of sitru, 0 HCJM _ ._., i. ±i~~r~in..i 'FORCED . Y TYP. READ HF.ADBR {'OtQN6CTiON YYDOD H Olt I ---~_......_ --_. 0 o Q c ~~~ W OR x HCJM SHUTTER BDX WODD 5ND z ~ z o a a W z ~ ¢ ~ o ~ w q w a a ~ +- (4~ ~ r 4 SS sM5 (1 t/2" MIN. EMBEDMENT} CQNCRETE Ait BLOCK ~S/8" S5 POWER-BOLT (2" ~iN. E~ISEDYEN1y (2) X14 x 2` SS SIBS wcxtx e ~. x~ • Y. HC7M ...~...N, _~ pp i 8 ~~ -~ > s~~ ~ ~ ~ ~ c ontiw~ f~ acn C~•~?+ a-rt<ovFn Dr ~, ~~ c~x~:~ ~~~~ -0 ~~ 3 1 31 B ~: A K~ue, I : a ~,~7: 24 ~ 26 c qx t1 ~ na>:~ liL~ll.f)O~~I MOl"~'t ~~~t~:n 1tran>">~ C.UNNEG17pN SHUTTER BOX * WWU 5C'RL:wS SHh1,LBI: CE'~'I'F:kGD 1'~ 2" FACE af' Sit?D, 2" ----~--,-,.-~,,~-t- 11 11 ~~ ;; !; WOOD STUD • (2) ~1~ SS SMS (1 i/2" t~11N. EMBEO~IENT) CONCRETI OR BLOCK. I3/B" SS POWWf:RR-BOU 2" MIN. EMBEDMI ( ~ E2) :14 x 2' ss SMs E4) i14 x 3/4' SS 5MS woRx R&tNF~RCED I~AUBR - SCHEDiIi.~ #4 s~ p~7ia° ~ ~ ~ >~ > sa ~ u' ~ n 14 ~ % /4 B ~ !0 100 110 120.130 140 130 160 170 EIEAU$R 1BN(iTH (IIVCEIES) waax Hce 0 _.. spur $cu+noirt rYmt ttv>r' ~:-, ...... _ ._ _. __ : i xi:.tlv~cmc:Fn t~.nl~x Cp'JNF.CI'H3N +~tss - .G (?R H OR 1 Lwokx HCSB SHUTTER BOl( D pR F 2" s.~ ,:, l~ ,, ~! ., s. sr i ~~ ~`'! e ;~ ~r o ~ W z a ~ o A w q W ~ ~ ° a. ~ z ~~ 0 9 WOOD STUD ~ (2) ~ 14 SS SMS ._.~.......~ (1 1/2" MIN EMBEDIdIENT) ~„~ """"""~' A'~ COI~E7E OR BLOCK a~n >t3 " SS POWER-90LT 0~lJ~P+ /$ (2 MNi. EI~BEO >~F can c~•xs•a+ (2 ~1~ x 2" S5 SMS aR,-wrgeNa R TRACK ~~a~~~~ ~ ter, (4) X14 x 3/4 SS SMS $ _ scup I :1 woRx ZS a 24 ~~ ~~ 1 OA K D OA $ 0 x 0 s g R ~- (2} ~14 x 2' SS SMS (4} ~14 x 3/4' SS SIBS w c~R x J OR K 0 100 uo X20 130 ~4a 150. i~o »o ~+n~ ~xc~ cINC~s) ~- ON MO1.lI~T BEINPOR®HEADER CO1~'NBC110N HC~I W OA X HCM SHUTTER 90X oxcfin ~~ - sc ~~~a 11d' x $113 S'IgAM SAR LBN(TCH p~ ,....y.~.- .. ~....,-:-- , SRJTM' .ONMQ~„~:j REATPORCED HEADER CONNTICI'[ON HCSM ..,, ( HCSM SBCRON . i -woRx HCSf~ (~} i T4 x 2' SS SMS PER TRACK ~4} X14 x J/4" SS SMS PER HEADER W OR X SHtJTT B ER OX ~~ ~~'~ . ~ ii j~ U ~d w z ~ ~ a v a w ~ ~ a W A W ~ a a ~ z r ~~ ~~ 0 G V ~~ ~ ~-~ ~~~ ~~ ~-~ ctgz~r~ C ~~~ . 3-01- 031 ~, B - """ ~ : ~ 26 ~ 2b ~tQ~~..,d~~ 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT P.E.D. HAS BEEN VERIFIED FOR t 1, BERTHA H.V. ACCORDKN SHUTTER SYSTEM S INSTALLATION SHALL COMPLY WITH SPECS IN I ( ) COMPLIANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FL I D GATED BUILDING CODE. ~ ~ IN THIS DRAWING PLUS ANY BUILDING ANO ZONING REGUUTIONS PROVIDED BY THE JURIS I IS APPLIED T0. D CTION WHERE PERMIT TMIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICAWE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1809 OF THE ABOVE MENTIONED CODE FO 1 P BASIC WINO SPEED ASR R A 2 (o) THIS .E.D. PREPARED BY THIS ENGINEER IS GENERIC ANO DOES NOT PROM E INF EQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED, AND FORA SPECIFlC PROJ CTS i. 0 ORMATX)N FOR A SITE DIRECTIONALITY FACTOR Kd^0,85 IN E e. WHERE THE SITE CONORIONS DEVUTE FROM THE P,E.O. ACCORDANCE WITH ASCE 7-98 STANDARD. IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS TESTED, WERE NOT OVERSTRESSED, A 3371 INCREASE IN AL (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND IN TOWABLE LOADS FOR WIND LOADS WAS yQj USED IN THEIR ANALYSIS, STALUTION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P,E.D., PROVIDED HE/SHE GOES NOT OEVIA BERTHA H.V. ACCORDION SHUTTER SYSTEM 5 ADEQUACY FOR WIND ANO IMPACT LOAD HAS BEEN ~ ~~ THE CONDITIONS VERIFIED IN ACCORDANCE WITH C DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSI SE T10N 1609.1.4 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS BI~• (0214,01-03 AND ~0715.O1-OJ AS PER TAS-201, TAS-202 ANO TAS-203 PROTOCOLS AND ASTM - AlVD _ E 1886 (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED 8Y ANY MEANS, E 1998 STANDARDS. (d) SITE SPECIFlC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED N 2. BERTHA H.V, ACCORDION PINS (hN SCREWS), USED AT BLADES KNUCKLE AND FOR DdR CT 0 E GINEER OR ARCHT~ECT WHK:H E M LINT CONNECTION WILL BECOME THE ENGINEER OF RECORD (E.O.R. FOR THE PROJECT AND WHO WI TO TRACKS SHALL BE ~ 14X2,75 AND ~ 14x1.75 RESPECTIVELY, 410-HT MINIMUM SERIES STAINLES PROPER USE OF LL BE RESPONSIBLE FOR THE SCR S STEEL THE P.E.O. ENGINEER OF RECD D, ACTING AS A DELEGATED. ENGINEER TO THE P, . EWS WITH 135.0 kei YIELD STRENGTH ANp 180 kai TENSILE S'TRECHT. PINS SHALL BE COATED WITH B SHALL SUBMIT TO THIS UTTER TI1E E.0 ENGINEER HV DACROSHIELD~ COATIN ERT~a SITE SPECIFlC DRAWINGS FOR REVIEW, G SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION, PINS MUST BEAR THE HV MARKING ON THEIR HERO, a THIS P,E.O, SHALL B () EAR THE GATE AND ORIGINAL SEAL ANO SIGNATURE OF RECORD THE PROFESSIONAL ENGINEER OF THAT PREPARED IT. 3. ALL ALUMINUM EXTRUSIONS SHALL 8E ALUMINUM ASSOClA110N 8063-T6 ALLOY AND TEMPER, WITH Fy = 25A kai MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 3T8 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kai YIELD STRENGTH ANO 90 kai TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCUTION 2024-T4 ALLOY AND TEMPER, ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL WITH 35 kai MINIMUM YIELD STRENGTH, B, SEE SHEETS T 0, 11 AND 11 FOR ANCHORS SPECIFlCATIDNS. 7. THIS BERTHA H.V, ACCORDK)N SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY INC. ~~ . 8. TT SHALL BE THE RE~ONSIBI LTTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE iS-T9 -BE i0'fACiiEB fiC iN9t1RE-PROPEft ~grCf'TORr~G~ CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN ~"~~=~ ~ ~ I"7 CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WHVO RAIN INTR / USION. 9. EACH UNIT MUST BEAR A PERMANENT LABEL N A VISIBLE P LACE WARNING NOTE INSTRUCTING THE A p p TENANT OR HOME OWNER THAT THE H.V. LOCK W OR ALTERNATE LOCK MUST R 0 V E D BE PROP RLY LOCKED DURING PERIODS OF HURRICANE W I OF ATLANTIC BEACH ARN NG. FOR DRESS OTRONS, AN IN~DE HV LOCK (WHERE KEY MUST REMAIN IN THE LOCK , AN INSIDE AL OCK BUILDING OFFICE TERNATE L , OR AN EGRESS H,V. LOCK SHALL BE USEQ 10. SHUTTER'S MANUFACTURER LIBEL SHALL BE PLACED ON A READILY VISIBLE LOCATION, ONE IABEI SHAH 8E PLACED FOR EVERY OPENING. LABEL SHALL REAP A5 FOLLOWS: AMERICAN SHUTTER SYSTEMS ASSOCUITION INC. WEST PALM BEACH, F4 FLORIDA STATEWIDE PRODUCT APPROVED. y. . F.B.C, on Ni h Yeloci Ilur' ncane Zone .~~' ?~~. '~S ;....~ Nh O ZoTU EASTERN MErN. SUPPLY, IMC. ,~ .. ~ ~ +~~ •A'11 ~ ~ • ' vim, ~/ • ~ ~.'~ ,•~ y •I i ~' ''• ~; •' INt. ^ ^ ^ ^ ccor ion utter stem ~.:: ~ ' - T1LLrr TEmNC Am~rloon shutter S~nMm~ a„~,,, ~~ ~ , +,~ It ENtBNEERING COMPANY a-[ ,~,a, ~ ~,~ 6 w~ N.r. >~. ~, a~. I-~stoolat{on Ina '9 w . , ,, aai, rioira~ 4~ nara ~~N ~ ~ ~ ••+« ~n GATE; 7 t~ 05 •.. ~ + , • : Pn~ : ~)n+-+aao . F.~ : txs7m-~~~ 4268 Weat-ooda Oriva : :~ . ' ~ ••.• •~•'. ~ .~ • Weat Palm Be c ~ DRAWING No .,,, ~,, . ~, ; n-oooar~e a h, FL 33407 6 •• •' Rogpti ue. ~ M111~ P.E. SEAL/SIGt~ATURE/DATE ' SHEET 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (?.E.O,) HAS BEEN VERIFED FOR COMPLIANCE IN ACCORDANCE WITH THE 2004 EDmON OF THE FLORIDA BUN.DING CODE. T~IIS ACCORDION SHUTTER SYSTEM SHAH NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A B/~SIC WINO SPEED AS REQUIRED 8Y THE JURISDICTION WHERE SHUTTER WILL 8E INSTALLED, AND FOR A DIRECTIONALITY FACTOR Kd~0,83, IN ACCORDANCE MATH ASCE 7-98 STANDARD. IN ORDER TO VERIFY 'THAT ANCHORS ON THIS PAD., AS TESTED, WERE NOT OVERSTRESSED, A 3371 INCREASE IN ALLOWABLE LOADS FOR WINO LOADS WAS ~ USED IN THgR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WINO ANO IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WI1T~ SECITON 1609.1.4 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS X0214,01-03 AND X0715,01-03 AS PER TAS-201, TAS-202 ANO TAS-203 PROTOCOLS AND ASTM E-1888 AND f-1988 STANDARDS. 2. BERTHA H.V, ACCORDION PINS (HV SCREWS), USED AT $I,ADES KNUCKLE AND FOR DIRECT MOUNT CONNECITON TO TRACKS SHALL BE ~ 14X2,75 AND ~ 14x1.75 RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 kei TENSILE STREGHT. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELOm COATING SYSTEM AS MANUFACTURED 8Y APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIAl10N, PINS MUST BEAR THE HV MARKING ON THEIR HEAD, 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCUTION 8083-T6 ALLOY MID TEMPER, WITH Fy ~ 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50016 WITH 50 kai YIELD STRENGTH AND 90 kei TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATKIN 2424-T4 ALLOY ANO TEMPER, ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLES5 STEEL WITH 35 kai MINIMUM YIELD STRENGTH. 6. SEE SHEETS 10, 11 AND 12 FOR ANCHORS SPECIFICAl10NS, 7. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. 8. R SHALL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE ~tS-TB ~ >~ACHEB fi~ iNSURE-PROrE11~ ~ICFfOINgGE; CONTRACTOR TO SEAL/CAULK All. SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILWNG TO PREVENT WINO/RAIN INTRUSION. 8. EACH UNIT MUST BEAR A PERMANENT LABEL N A VISIBLE PLACE WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V.' LOCK W OR ALTERNATE LOCK MUST BE PROP RLY LOCKED DURING PERIODS OF HURRICANE WARNING, FOR GRESS CO ~TIONS, AN INSIDE HV LOCK HERE KEY MUST REMANV !N 1TiE LOCK), AN INSIDE ALTERNATE LOCK , OR AN EGRESS H.V. LOCK SHALT BE USEtI 10. SHUTT'ER'S MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCA110N, ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: AMERICAN SHUTTER SYSTEMS ASSOCUITION INC. WEST PALM BEACH, F4 FLORIDA STATEWIDE PRODUCT APPROVED. r_ v~ ~,y..•~~ ~ 1~ 1 . l~ A ~ .~ , '=7~.5 ~ ; J• i •~ ~ r ~, ~i . ~ .. .., , , ,-~ ~~, ~ w i . , ,~ ~4.r P.E. S IGt~ATUR EAU'S E/DATE 11. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATKIN SHALL COMPLY WIT}{ SPECS INDICATE IN THIS DRAWING PLUS ANY BUILDING AND I 0 ZON NG REGUUITIONS PROVIDED BY THE JURISDICTION WHERE PERIdfT IS APPUEO T0. 12, (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC ANO DOES NOT PROVIDE INFORMA SPECIFlC PROJECT• t.e. PION FOR A SITE WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b} CONTRACTOR TO BE RESPONSIBLE FOR tHE SELECITON, PURCHASE AND INS'T TI N ALU 0 INCLUDING UFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM TH C E ONDITIONS DETNLEO ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE LS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED MNAUD IF ALTERED 8Y ANY MEANS. (d) SITE SPECIFlC PROJECTS SHALL BE PREPARED 8Y A FLORIDA REGISTERED ENGINEER R 0 ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R. FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR PROPER USE OF THE P.E.O. ENGIN THE EER OF RECD D, ACITNG AS A DELEGATED ENGINEER TO THE P,E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SRE SPEGFIC DRAWINGS FOR REIAEW. (e} THIS P,E.D, SHAD. BEAR THE DATE ANO ORIGINAL SEAL ANO 51GNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, INt. TIWT TE511NG t ENgNEERINC COMPANY 1318 N.~. 3hA. al. aM, 381, 1MNNN WbFNt, 1t0110A 731N Phem : (~le7Lt670 , fu : (705~t-1671 o-aoN~ta A lk„T 7-. P, [. polka, ue. ~ ~te~ ^ ^ ^ ^ Am~rloan 3hufhr Sy~tomst A~~oolaMon/ Ina 4288 Weetroada Drive Went Polm Beach, FL 33407 F.B.C, on Ni h Yeloci Nu ' t rncone one 0100 EAS~EAN YETAt SUPPLY, INC. I BERTHA MV "' Accordion Shutter Svstem w w-w DRAWING No 05-196 f A J~IV_ RUDE ~ 1 COVERED UNDER US PATENT ~ 5458179 VARIES OC HV t' tuex.) B/0 HEADER/SILL / t ,~ FQHD 2' (Nax.) 8/0 HEADERISILL / 2 .oes' n OH lit[ AD.1. ADAPTER WfLIP ON H.V. 2' tYox.) DIRECT MOUNT Op 3' FLOOR ANGLE QO9.0. WALL ANGLE OHV WALK-OVER TRACK Hv Fta-nNc CENTERYATE f 2 X r t r z" .o6z" t' Z• .oez" t' a' .ae2' 2" 4' A61" 1' S" Ob2' Oemc ~wr.~ r EOH~ CEILJNC HEA~ER/SILL i 2 OX NV C0.4NER GENTEQYITE i 3 x Y i 2' 1' 0.126' r ~' .oea' SQSARNER POST F.B.C. Mon Ni h Yelocit Hurricane Zone O X003 EASTERN METAL SUPPLY, INC. ««+~ • ; ;. ti 1___ P.E."S ~TE INc, TIWT TESTING k ENGINEERING COMPANY Ind N.11, SIN, !L, !b. 701. YNpIIM ONnDQ RprDA 7~11M Phan : (J~~7+-1660 fa : (~OSJ171-1671 r.-oaoe~u +~mt k nut ~~.'. t: R.aaoli uR. ~ µw ^ ~ ^ ^ Am~rban Shuihr Sril~m~ A~toolaflon, IfIQ, 4268 Weatroads Drive West Polm Beach, FL 33407 sE~~ NV TM I Accordion Shutter System w a.wi oRAwINc No 05-196 i~CP `-/ ~ 2 ~c N OB NV CEILING NEARER f 1 OK HV 90'/1!0' STARTER OI Hy A~.1. TRACK OL HV CENTERWTE a 1 (sue -.anNC) VMiES t1` YN. t t LONG ~/e__r ~ WHEEL IJ NYLON CESSED t~~ m~n•~-t~ f ASSEMBLY T WASHER NYLON BUSHING. t I t AT EVERY t i pEE OETA4~ OTHER ft4x2 J/4" H.y, = i ' ACCOR010N PI ~~ t KNUCKLE N ; I W/ f9 HEAp I; • I, w ' 1 /4`1 t n ~~ 2 ~~ ~ 142 J 4` H.V. ' ,i ECESSED ~ ACCO PIN ~ sEE NOTES oN sHEEr t 3 8"~-16 ACET - "'~0N n w/ r9 HEAO ; ~ ( ~ Al, 1 4 / 20 S.S. BusHINC. N ~ .y • ~ I I N t ~ ' r ~ 3 NYLON I ~ I T wASHER ~ BLADE ~ ~ " ACCORDION I ( ACCORDION ~ , i 4'-s0.tn' t ~"-io t 4'-!o PIN PIN .315"~ ~~EAOED tJ3T ~ ,~ ~ ~.e7D x3 t9 Ntuo / ssws. ~ ~' tdtwt~ 0.1981 AISI THICK N1~LON O >xa y, "~ 302 SERIES S.S. WHEEL § I , w n "1 RNEfS , ~ , 4*'/ ' IQt01. 'r ~ AISI 302 ' • • ' 47~ $ SERIES SS. "~ ' wHEEL t I I CARRIAGE ' ~ I LONG tVUta t:tu~ot ~ 1 SHORT i ECESSEO t trErs (C-NIOME t } I I i ECE55E0 NYLON ' ~~} ~ ~ ~ NYIAN BUSHING BUSHiNC HV ~ ~ + NV ,, BLADE ACCORDION i ~ ~ ACCORDION I ~ I PIN ~ ~ ~ ~ • SEE NOTES ON t N E 1 , ( sHE~) , I , I . „ , Y , _ ' Z i, G F .I tl „t ~E t , PLASnc HE10 t e' t e' S ~ MOt.OED TO ~1 LONG RECESSED n b I t ~~ ~ NYLON BUSHING. ' ~~ ; , i ~1 LONC t ' ~ ~ t RECESSED ! ~ „ ~ t NYLON BUSHING ' tt ! .~ , „ 0, AFTER RMEIINC BEFORE RNEiING SCALE: 3/8' = 1' • ^ • - 10.324' ~ 14r2 3 4" H,y, ~t 4K2 3 4' H.V. • ACCO ON PIN ACCAR ON PIN .048' Q W/ #9 HEgO W/ ~9 HEAD TYP, ~ f , 0 'I it i .d~ t , , (SEE NOTES ON SHEET 4) ' 'I ii :SERIES 4444 ALUMINUM 2024-T7 ALL01f) LARGE FLANOE TH41 SH NUTSERT, PART ~ ~~~ As wwuFACruRm ~' ASSEMBLY POUT Avoa CF4:RRY TE><TCRN, PARSIPPENr, --- NEW 4ERSEY OMS4 OR EQUAL N.T.S. N.T.S. F.B.C, on Ili h Yelocit Nurricone done) t 0 2003 EASTERN METAL SuaPlr, wc. ~ ~a ... ,~' '~ ~. 'ti t r ~ ,~ .~ = INe. ^ ^ ^ ^ Steil ccor on utter ~~ ~ ~ • ~ , ArrNrfagn ShuMwr S~t41msA atsaraeN atc a.•~ aAS. ;, ,, T1LLTf TESTING t ENGINEERING COMPANY ~ • ax ~.M. ,~. tMaNu, ~„~„-,,,p Alaoo atian~ Ino, t «. p.p. ~ DA ~ 1J os . ~. >N„ >~, oNOaa. t~ : ~aoe~1't-+eSO . Fir : (208„71-ts~t 4268 Weatroade Drive : ' ~,,,,~; «.~,,, DRAWING Nc te-aooe7ts West Palm Beach, Ft. 33407 >t ~•,. - Q5 196 ~ FLOIpDA Ue. ~ Nti7 0 ~ P.E. SEAI.)'31l~I~fURE/DATE s ~. C~~ y 3 ~~ ~ ~-~ • Hoes off ~nea«c xo~s~. .nck an.NO u,EwK.,E ~d ~"c". 1. YMIOATbRY~;1' ONE HV LOCK ®SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ~) MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO Q OR ®CENTERMATES W/(2) 1/4"~-20 x 1/1" LON6 FUT HEAD 5.S. M.S. LOCATION 4F LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 1. ~j1; IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO NY LOCKS MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 0 OR SHALL 8E AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. • LOCKING RODS ®ARE NOT REQUIRED AT HURRICANE POSmON, BUT MAY BE USED IF DECIDED t0 ENI~-NCE SHUTTER PERFORMANCE. LOCKING RODS ®OR AN ALTERNATNE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. • ONE HY LOCK ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN ANO INSTALLATIONS AT ANY ELEVATION. HV LOCK ®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4"e-20 x 1/2" LONG FUIT HEAD S.S. M.S. TWO LOCKING RODS ®AT TOP ~ BOTTOM SHALL BE USED. LOCAITON OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED A5 PER SCHEDULES SHOWN ON SHEET 9. 5. • ONE ALTERNATE LOCK MAY 8E SED IN LIEU OF HV LOCK FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERN TE LOCK 1 MAY 9E USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT QF 1 /a"o-20x3/a" S.S. THUMBS EW TO ~ OR ®CENTERMATES SHALL BE MADE W/ T /4'~-20x3/4" ALUM. RNNUT AS SHOWN ON ALTERNATE SECTION t Z, SHEET 7. ~ ~ s . , ~ ~ ; i~ ~, . ~ ~. ~ ' ~, , ~, ;, ~ ~~, ,,, _ P.E. SEAL'ISIGNATURE/DATE x N ~~_'~V ~~a~ ~'Q°Q~~ M~. 11LLIT TESTING ~ ENGINEERING COMPANY NS! TIN. ]Nti !I. ea. JO6, VgaM11 oMatw, fLAIIICiI ]71N Mf110ih OII/CONd.tCfll n-oooa~» NALTpI ~ TILLR J-. P. E FLOIIDA Lie. ~ 141!'1 ^ ^ ^ ^ Am~t'loan Shutter S~nt~rm Aaootatlon~ Ina. 4268 Westroads Drive West Potm Beoch, Fl 33407 Q°" ~°~ <N fox F~ 12 J V ~~~ N 4.3 OF CORNER CENTERYATE F, ,Non Ni h Yelocit Hurricane Zone BC 0 zoos EASr1~I MEr~ wa~~r, n+c. lw n utter tens ccor o ~~ ORAIMNC No 05-196 ~~y ~~~cN POUREO - CONCRETE REOUtttEO CONCRETE rWp~oRS (SEE SCHEDULE ON SPIFFY 10) Co~F ,; 3 ~ ' ~ - 3 it ~ it i I I J ~ ~ MIN, SEPARAT1oN EXISflNG ~ ~ CURS i EXISTING CLASS-- ~ ~ t ~ ~ 1 MIN. SEPARATION i i iii iii ... - CoRF CRETE ANCFIORS POURED CONCRETE (SEE SCHEDULE ON SHEET 10) OR CONCRETE BLOCK wALL REauIREO 3 BETE ANC-toRi SC1iE0ULE ON r~E F~ coue~w-noN of craws; MACHNE SCREIMS USING 1- SEE SHEET J FOR TrPIGI SNUTfER ASSEMBLY 1/~'-10 NUTS • 1Z' O.C. p- MDUNTtNG SEC110NS CAN ~ COMBMrEO 1" Mfn. ~ ANT 1MAY TO SUIT AN1r wS1AW1tON. o Q M ; . E D. EDGE DISTANCE E ~ (SEE NOTES /t SCHEDULE ON SHEET 11) _ I r 1 1" w ~ MIN. SEPARATIoN [XISTING ! ! i Q2 WALL MOUNTING INSTALUTION ExIsnHG ~ ~ 1" MIN. SEPAJG114N d ~ x i ~ ~ ' ~ 1" Mtn. 1/4'1-tOM3/4" 5.5. PMIIUPS NCRETE ANCHORS TRUSS HEAD MACHINE SCREwS PouREO coNCREnE (SEE ScFIEO~LE oN uslNC t/4'-to NUTS • 12' o.c. OR CONpIETE BLOCK SHEET 10) WALL REOtMHED 4 1~ALL_ IrfOUf ~tING tNSTALLATIQN INSTALLATION DETAILS r w 7 • i + ~ i ~ ; ~ ~ MC . ; ~, <, , R ~ TII.tJT TESTING k ENGINEERING COMPANY ' iJ~J' ~.w, xM. ft, iw. >a!, MROMA I+~RO!-tt, f1A110~ Atli . ~ : (30S)I71-tS70 . Fn : (~OS)871-1SZ1 ateilk 1wbiNod.t:att j`~ ~- [1-OOQE711 wALTpI A. TWr ,k. -. E . P.E. SEAL/SIGNATURE DATE FIARa lk. Ntp ~ F.B.C. Non Ni h Yelocit Hurricane Zane 0 tow EASTERN METAL SUPPLY, B1C. TM ^ ^ ^ ^ n utter stem ccor o Am~rlcan Shufhr Srit~m: oaaaTart a-TC ,~..,, : ,w5. AlioCIOl~IOni InC, t su a.u+ r~ DATE: 7/1~/OS 4268 Weatroada Drive s DRAWING Nc weal Polm Beach, FL 33407 s o5-~9s ~ SHEET ~~y ~~~cN POURED CONCRETE REQUIRED fODE CF SLAB IF APPLIFJIBLJr ~r 11 ~ 1 OR I 1 t I ~ I I 11 I fl 1 1 I ~~ 11 1 I ~. ~ YIN. SEPARATX)N TO GLASS ~ CEILING IAOUNTING INSTALLATION t. , JI LIIN. sEMRATKIN I To GLASS EXISTING ~' ~ 1 I ALTEANAIE ~ ~ i ~ ANCHOR , lOCATKIN 1 I ~n I ~, I 1 I I EDGE ~ 1 111 SLAT IF 1 1 t~ 1 A1PLtCABLE ,.'. .~ ' ~ / / CONCRETE REOUBiED 0. POURED ~.-f. D ~-~ CONCRETE REOtIIREO FUT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SMEEf tt) I ,. -YIN. SEPAAAI I ro aus E%ISitNC i ~IOn~/4' -tpt WASHER FE'AD TEK SCREWS 0 tZ' O.C. CONCRETE ANCHORS (SEE SCHEDULE ON 5HEE1 11) NOTE cna OOYBNAtION of SECi~15: I 1 t- SEE S-~Ei 3 FOR 1rPlCAL SNUifEA I ~• m ASSEYSLY ^~ YNI. SEPARATION 2- YOUMIIND SEC110N3 CAN SE COYatED i TO GLASS ~ Md ANY IMY TO SUIT ANY SIS1ALtA110N. 1 1 . ~ L 0. ^ EDGE DISTANCE I I- II EXISTING ; ' I I ' tSEE NOTES k SClfED1N.E OI+ SHEET t 1) GLASS-+i i i i I I " 3L1g IF ~'4CABlE f 141t3/4~~ SS. MDI HERO TEK scAEws • 4 o.c. oR t/. r-~o -~- s.s. Y.s. w/ NLR e a o.c. I 1 1 I 1 1 I I H I I ~ I N 1 ~ EDDE ~ ~ I SLAB IF t APPL~ABIt THIS BVSTAW110N SMALL OE AEYOVABLE WHEN PERFORMED ADJACENT TO AN OPERABt.E DOT D + OA ENTRANCE CONCRETE ANCHORS (SEE SCHEDULE DN SHEET 11) ~~J CONCRETE REOUREO O.• 8 t ~ ELOOR MOl1NTING INSTALLATION t INSTALLATION DETAILS ., INC. ~~ ; ~ , .. NM ~. TILUT TEST9NC t ENGINEERING COMPANY ~ /]ib M.ff XIIh.1l. !b. i01~ VMIeINA OAA004 RDI~ J1tN Photo : (JDS~T1.1S7D .fen : poB~eft.t~l '-r ~~ rmele tlhooe.a.nn+ ,., ,. ' ~ - n-ooDB~tsf WAL1p A IWT J-.'. L RORb4 lk. + 141Q P.E. S RE/DATE EDGE OF -SLAB IF APPUGfeLE Q.B.C. Non Hi h Ye~ocit Hurricane Lone Q 2ooJ EASTERN +rEtAL SUPPLY, INC. TAl ^ ^ ^ ^ ccor on utter step Amwl~n Shulhr Srhmst «t~nolt an JI-S. An001Qt10n~ Ino. 1 w,,.,K ,rti DATE. 7 t3 a: 4288 Weetraads Orit-e : N N West Palm Beach 407 ORANA G o FL 33 ~ os-196 CONCRETE ANCHORS (SEE SCHEOUIE ON SHEET 11) l~~ y L3~~~H OUT ~eoa-Te Auoh A~.w. ANOLE w {2) i a'I fAPCON CONCRETE ~~ r:4~to.,/2' axs. To TUBE AT EACH ANOLE. (11'P) n K ,• , . i i2 NC CIASS ~. 1' YIN. SEPAAIInON TO G 6/s5 000o- OOR `r ~O~O ~ OUT SECTION 12 ~5 1-------------------------~ ----- SYMMETRICAL IN B a+ COa+~R ~~~ 1' MIN. ~~l~~ ~~"w°"' FO°a H I R JQ 'i ~ K ~y ~~ ~ ALTERNATE SECTION 12 ~~~ POURED CONCRETE OR CONCRETE ~CX]t wAi1 REOUIREO ---~ .~ ~ CONCRETE ANCHORS 0 16' O.C. / ~ oR OUT • M a t YAII. suac F.B.C. on Mi h Yeloc~ Hurricane Lone 0 zoos EASTERN PETAL wpPtr, ~Ic. .r ~ ~ r ' ~ `f r • ~ INt. ~ ~ ~ ^ ~ cco on utter step ~~ >; ~ ~ TILLIT TESTING t ENGINEERING COMPANY Amulcan Shuftrr S~hm~ txxeln,oK a1TE o,..~ . ,w. , ~ ~ e>de N.M. eew. >N„ ea xe, wioNK aNiooa, rtAea- ~l,w Aacclctlon~ Inc. , w a.a. ~,~ DATE: ~ t3/o; ' ' ~ ~.: (aoe>n,-teao . ro : hoed,-tit 4268 Weetroode Orive tt DRAWING No ~ ••.. ,~,.r rn+xlk e1baMAal.oan ~aoaete Weet Palm Beach, FL 33407 a = MATTER A. t1tJJT X. P. E. 4 05 196 P SEAL/SfGNATURE/PATE E ft,Alea uo. t stn a SHEET . . e 4 • 7 1 T ~E NoTEg oN tACWRC 8003 ®, Nv ~oaa I N EXISTING cuss AKD A~.TEIIAYITE LACK ~ ON SHEET 4. I oR aR oR s~ ENO wAL.L. C0NYECTION 8 C E ~~+c cuss DETAILS ON MEETS e ~ 14 F oR H I «~ ,1 ] t/4' ~~ a t/~• T. t/~` OPPOSING I t 10x] ~ s.M,f. • 12 ~~,~. ERIrfATES + / 1' YIN. o.c, ruLL tFNCF,T. * ARAnoN SEP r * * * TO CLASS U U U I N a ~ a a K L M M L ,. _ ... OUT U u - v POURm CONCRETE OR ~/ CONCf$TE ~ACI1 wAu REOUIREO ANCFIO TI C ASS I CONC ~ t 8' O.C. • ~ MI NG EX S L _ ~ ' EO ~ ~ EO ~ ~ 1' MIN. SEPARATION ~ • 1 /16x3 MAX. (8083'T8) ~~ ~ ~ ~ C1A55 CONT. ALUM. CLOSER TE AT LICA ~ PLATE. (LOCATE AT ER SIDE OF N~ 1 /2 MIN OF 1/T' MIN, 10x1/2 S.M.S. 10x1/2'S.M.S. -"' _ """ _ 0 18" O.C 0 18' O.C OR~ OR(DOR~ OR®+V""~ 1 POURED CONCRETE OR CONCRETE BLOCK 'k.~ REOUIRm EIGSTN~C G1A55 __~ 1' MiN, SEPARATION TO CLASS ANCHOR ~ 18' O.C. 1 2 MIN. ~._-.. 1" M-N. SEE DETAIL X f01! - SIDE CONNECTION ro TRACKS - POUND CONCRETE OR CONCRETE eLDac WALL REOUaEo ExxISTTINC cuss - -~ i' MBI. SEPARATION TO CLASS SEE DETAIL X FOIi SIDE CONNECTION TO TRACKS P+DUIifD CONCRETE „ ED CONCRET: OR CONCRETE OR CONCRETE OCK WALL REOUIREO EiI BLOCK ww. REOUREO . Y EXLSTINC CLASS C ASS L _~ MRS ETGSTWC .~ - •~ i • .... 1' IBN. SEPARATION i 1' MIN. to cuss ~ sEPAwmoN ", ~ 1/1"' i 10 CUSS ~ USE 1' OR 2" MAX. f (A! APPUCA9LE)xZ'xt/8"xO'-~" ALUMINUM CUP ANTx,E - - - ! (x083-Te AU.01') AT iIONpCHT ~ . '- . - - TO ®It (2)1 /4'1 TAPCONS ANCIi0R5 TO WALL AT I' O.C, (LOCATE AT EITHER SIDE OF © ~ SEE ~TAII X OR®OR®ORRI~ ~OR®OR®OR~ OR + OR ®~ OR~tI'~ORQ 3 2 /~ ~ POURED CONCRETE OR / ~ CONCRETE BLOCK WALL REOUIam EzISrINc TAlLSS ~10xt/!' S.M.S. 1• ~~, 0 12' O.C SEPARATION CONC 1/2" MIN. TO O1A55 ANCHOR 0 t~' Q.G. 0 (Z)~14x1 J 4' -' r- HV N. ._~ -~ _ ._ EO - 9" MN, ~ ~oR~°"~on~ ~D GONNEGTION DETAIL 60~~~~ ~ ,EdD CONNECTION DETAIL 5O ~~~0~"O .~ ~~ s ;~ r' :. ~' . . IN ;~ • .. ; Q ' ' • TILLIT TESTING Ic ENGINEERING COMPANY S ~ ~ { IJ4! N.1r. Nlh. !R, !G. ~N, VMICMM OMOD~K, iIAIKM 371 N ~ , ~honx : JOb 1-1b7G . Fm : 90S 11-15,11 ( ~ ( m ,~, ~ anwlk 11Meoeod.aom ®-0001~,~ ` ~ ' ~ I., - WALTER A TAUT k, ~. [. P.E. SfAI uRE'/PATE FLORA lk. + x41 i7 F..C. Nan Ni h Yeloci NumcOne Pone) 8 ( a t~ ©:003 EASTERN METAL wPPIY, INC. TM ' step r on utter ^ ^ ^ ^ CCO ArMrlaan ShuM~r Slnhm~ oncll~rR~+ an oro.~ : ~. «~ a-w + GATE: 7/13/x! At>toala4lESln~ Ino. I r 4268 Weatrocda Drive ~ pRAYMNG No Weat Palm Beach, FL 33407 ~ -196 05 SIDE CONNECTDN OR~OR(DOR~ To TRACKS ~®}~~ 4 ~ REOUMtED ONLY FOR SPANS GREATER TWW 14'-0' ~m~~m ~~*0~0 (2)i1 ~1 3/4" HV PIN. ~am~~~m ~~*O~^m VIEW Y PUN MAXIMUM SHUTTER SPAN 'L+" OR "L-" (ft.) INSTALLATIONS W/ ONE HV LOCK do NO LOCKING RODS (SEE NOTE t) CONCRETE ~ WOOD NVSTAUJ1T10NS ~ OEIION IAIiDD Gi~.t ~~ a _~ t~; wAU M~JNTI FLOOR CEILIwG NnNG li l- l~ ~I) l-~ 30 OR LES te'-o' te'-o' 16-0 te-D 3S t4'-lo' t4'-to' ls'-z' le'-o' 40 13'-10' 13'-10' 14'-2' 16'-Z' 45 13'-t' 13'-1' 13'-4' 14'-3' 50 tZ'-s' t 2'-s' T Z'-e' 13'-T' ss I1'-lo' 11'-10' t2'-1' 1i'-t 1' 80 1 t'-4' 11'-4' 11'-7' 12'-4' 65 to'-lo' to'-to' tt'-1' tt'-tl• 70 la'-e' to'-e" lo'-e" It'-5' 75 t0'-t' 10'-t' tO'-4' 11'-1" e0 e'-to• e'-to' to'-a' to'-o' 85 9'-e" ri'-e' !a'-e' lD'-s' 90 e'-3' 0'-3' e'-S' To'-1' B5 a'-o' a'-a' 0'-2' o'-lo' too e'-s• a'-4' o'-o' a'-~' 105 e'-7' 7'-11' e'-!' e'-4' t t o e•-4• 7'-7' a'-~` 0'-2' t 15 e'-~' T'-3' e'-4' e'-t t' 120 e'-o' e'-t t' e'-s` B'-e' 125 T'-t0' e'-e' e'-o' e'-s' t3o r-e' e'-s' r-lD' e'-+' 135 r-T' e'-2' T'-!a' 7'-s' too r-s' s-„• r-T• r-e' 14S 1'-3' S'-a' 7'-s' 7'-3' 150 r-Z' d'-7' 7'-4" T'-O" 155 T'-o" S'-5' T'-Z' e'-s' t60 e'-tt' S'-2" T'-t• e'-T' 165 e'-to' s'-1' 7'-0' a'-4' 170 1'-9' 4'-11` e'-11` e'-2' 175 s'-T' ;'-o' e'-o' e'-o" t Bo e'-e' 4'-e' e'-e' s'-to' 185 e'-s' 4'-a' e'-7' S'-e' t 9o e'-4' 4'-s' e'-e' s'-e' 195 e'-3' 4'-3' e'-s' s'-s` 100 e'-2" 4'-Z' e'-4' s'-3' 20S '-1' 4'-1' e'-J' b'-1' MAXIMUM SHUTTER SPAN INSTALLATIONS W/ DNE HV LOCK do NO LOCKING RODS ~ (5EE NOTE t) wt~Al Otl17~ LIMO tr,a.1 OR CONCRETE 1c w000 INSTALLATIONS ~/ tMLlIIt01MI11N0 FLOOR/CEIJNC MQUNfMXi L~ ~ L. 30 1e'-o' le'-o• 35 14'-10' 14'-10' 40 13'-10' 13'-t0' 45 13'-1` 18'-t' W t f'-.1' I Z'-.~' 55 t l'-ta' I t'-to" Bo t r-4• t r-4• B5 1o'-tD' to'-t0' 70 to'-e' t0'-e' 75 10'-t' 10'-1' 80 o'-to' o'-ta' 85 a'-e' e'-e' 90 !'-3' e'-3' 95 +f'-D' a'-o' 100 e'-e• e'-~' toy e'-T' r-11' t t o e'-4• r-T• t 15 e'-Z' r-3' tzo e'-o' e'-tt' t25 r-to" e'-e' too r-e' B-s' iJ5 r-T• e'-2' too r-s' s'-it• 145 r-3' s'->I' t so r-2' s'-r 155 7'-0' s'-s' 160 e'-t t' s'-2' 165 e'-to' S'-t" 170 B'-9' 4'-11' t 15 e'-T' 4'-9' teo e'-e' 4'-e' 185 a'-s' 4'-a' 190 0'-4' 4'-S" 195 e'-3' 4'-3' 100 e'-2' 4'-~` ?05 e'-1' 4'-1 ~~ ,,. .. .~; •. fr ~ ' .. r ~ • .. s ~. ., ~_ ~r P.E. SEAL'. ME'1'DATE I NS ~ I AnoN Eltf N O CONCRETE eti MANSORY WOOD WALL uOUNTevG 1, 2, J SC 4 1W, 2W, 3W, 4W, Sw Ic ew FLOOR/CEtUNG MOUNTING 5, 6, 7 ~ 8 8W, 9W ek 1 DW ~ MAXIMUM SHUTTER SPAN 'L+' OR 'L-' fOR eVSTALLATXINS INTO W000 SHAD. BE LINKED TO T10 ~f. OESIDN LOAD. CORNER CENTERMATE ~3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPEpFK;ATIONS SHALL 8E AS INDICATED ON MANDATORY CONDITION ~2 NOTE ~,, SI+EET 4 of u IL E C O ~M~. TILUT TESTING ~ ENGINEERING COMPANY Al N.w. 71Mi. !L, !M. 705. NINIIA iiYb00. 1loI1DA ]71N n.«.. • t~)eTl-le~o . ray : T~~t-~S,11 ~~ Ee-oaoa» wAUER A. 1N,tlr x. P, E Elaea- uR ~ µln ~u (t) l+; MAXIMUM AVOWABLE SPAN fOR A GIVEN POSITME DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A OMEN NEGATNE DESIGN LOAD. (Z) PROCEDURE TO DETERMNE MAIOMUM SPAN FOR WALL MOUNTINGS (T~'/BOiTOM) OR FLOOR/CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L+" FROM SCHEDUIF. OMEN A NEGATNE DESIGN LOAD, DETERMINE MAIOMUM SPAN 1-' FROM SCHEDULE. FINN. MA>uMUM ALLOWABLE SPAN IS EQUAL TO THE Y~Iltlli DEl'ERIeNED SPAN BETWEEN 'l+' ANO "L-'. 3) PROCEDURE TO OETER1eNE WIXIMUM SPAN FOR TIONS IN 8EtV1EEN WALL MouNrlNa w/ FLOaR/cE~1NC MouNnNa: FOR A GMEN POSITIVE DESIGN LOAD: DETERMINE: ` LI+^ IiIAX. SPAN FOR WALL MOUNTING INSTAI.UTIONS. li+^ MAX. SPAN FOR FLO~i/CEILING MOUNTING INSTALUnaNS. FOR A OMEN NEGATNE DESIGN LOAD: DETERMINE: L1-^ MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. La-+ MAx. SPAN FOR FLAOR/CETLeVC MOUNTING NdSTALlATI0N3. FINN. MAXIMUM ALLOWABLE SPAN IS EOUAL TD THE MINIMUM BETWEEN 'LIt', 'Li+', 11-' AND 'Li-• (4) GO TO ANCHOR SCHEDULE MATH FlNAL MAXIMUM ALUrIIABLE SPAN AND NECATNE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. ~ ^ ^ ^ Amorfoon Shuitor Srihmt AtstoolaMon~ Ina. 4268 Waatroada Driw W~at Po(m Beoch, FL 33407 F.B.C. Mon Ni h Yelxit Nurcieane Zane o mw ~w ~rw sir, Nc. BERTHA NV'" Accordion Shutter Syster w~ DRAWING No OS-196 ~~y ~~~~ ~'~~'~ ~ S H R EE ANC 0 T"'0°" fOR A GMEN YAX. SHLnTER SPAN. D „_~ ~ rover: ,~_~ SPECIFICATIONS ~-~T FOR CONCRETE, OR CONCRETE 91.DCK INSTAl1AT1 ON SHEET 11 (SEE MOUNTINGS 1, 2, 3 Ic 4 ON SHEET 5) WALL. MOUNTING 1 W/ ~ HV WALL MOUNTING 1 W/ ~ HV WALL MOUNTING 2 WALL AIaUN11NG 3 W/ tp I"n- wALI IAVUnnrr~ a x/ ~ nv WALL MOUNTING 4 ~'"'e t Mox. B 0 HEADER SILL 1 2 Max. 8 0 HEADER SILL 2 1 Alox. 8 0 HEADER SILL 1 2 Max. 8 0 HEADER SILL 2 ~+ (N NNS61R oma ra~o 1.11 NEb1AN[ omi Sao idl N[dRNE OCNICN toa 1rr1 Nwanc Ok1gN U1110 N~NYE OOION toa xewnc OOION ~dID 3'-0' OR lES 4'-0~ ~'-0' a'-0' 14 1? 10 0 a 3.3 - - 14 11 r0 9 a a 4.3 - 14 1? 10 a a a d B 14 1? 10 D a 4 - - 14 i? 10 f a a J - 14 1? 10 ! ! e e 4,3 14 1? 10 D a a 3 J.3 14 I? 10 9 a e a 4 14 11 10 9 a a e a 14 1? 10 D 7.3 J - - 14 1? 10 a a 7 - - 14 i? 10 ! f a 3 J 14 1? 10 D 7 J.3 - - 14 1? 10 D a 3.3 - - 14 12 10 a a a a 4 14 1? D 3 - - - 14 1? a 7 3.3 - - 14 1? 9 1 d J.3 - 7'_0' 14 12 f0 D a 4 - - 14 12 10 8 a a.3 J - 14 12 10 9 a a A 3 14 12 10 8 e - - 14 1? 10 D a 3 - - 14 12 f0 9 d a 3 J.3 14 1? 10 9 a 6.3 4 - 14 1? 10 9 a a 3 - 14 i? 10 A a a E 6 14 12 10 9 4 - - 14 i? f0 8 a J.3 - - 14 1? 10 D a Q.3 J.3 - 14 1? f0 a 3 J - - 14 1? t0 d a 3.3 - - 14 i? 10 D a a 3 - 14 11.5 7 J - - - 14 11.3 7 E J.3 - - - 14 11.3 1.3 6 3 - - - a'-0' 14 i? i0 ! 3.3 - - 14 1? 10 D a 4.3 - - 14 11 10 D a a e - f4 1? 10 7 4 - - - 14 1? 10 i a J - - 14 I? 10 D a 6.3 4 - 14 1? 10 1 a 3 - - 14 I? 10 D a 7 - - 14 1? 10 9 a a B - 14 1? 10 5 J - - 14 1? 10 D 1 - - 14 1? 10 D a 3 J - 14 1? 10 3.3 J.3 - - - 14 f? 10 9 6.3 - - - 14 12 10 D a Q.S - - J.3 10 4 - - - J.3 10 6.3 3 - - - - a3 10 7 3.3 4 - - - D'-0' 14 1? 10 d.3 4 - - - 14 1? 10 9 1.3 J - - 14 12 10 a a 7.3 - - 14 1? 10 3 - - - - 14 1? 10 D 3.3 - - - 14 1? 10 D a 3.3 - - 14 1? 10 D 7 4 - - 14 I? 10 9 a 3.3 - - 14 1? f0 9 a a - - 14 1? 1.3 ].3 - - 14 1? 10 D 4 - - - 14 12 10 D 7 4 - - 14 1? a 4.3 J - - - 14 1? 10 ! 4:3 - - - 14 I? f 0 D a - - - i? 9 J - - - 1? ! 6 J - - - - 12 8 d 4.3 J - - - 10'-0' 14 1? D.3 3 J.3 - - - 14 1? f 0 9 3.3 - - - 14 1? 10 8 a - - - 14 11 7 3.a - - - 14 12 10 a 4 - - - 1/ 1? 10 ! 7.5 - - - 14 1? f0 a.3 3.3 - - - 14 1? 10 ! a - - - 14 1? 10 9 a - - - 14 I? 3 - - - - 14 1? i0 3.3 - - - 14 1? 10 a S3 - - 14 1? 6 J.3 - - - - 14 12 10 6 - - - - 14 1? 10 D - - - 1 t a.S - - - - - 11 a 3.3 - - - - 11 a.3 3.3 7.3 - - - - 1 f'-0' 14 1? 7 4 - - - - 14 1? 10 1 - - - - 14 1? 10 D - - - - 14 1? 3 J.3 - - - 14 1? IO 3 - - - - 14 1? 10 D - - 14 12 10 7 - - - - 14 1? 10 D - - - 14 1? 10 D - - - - 14 1? J.3 - - - - - 14 1? 10 J.3 - - - - 14 I? 10 6.3 - - - - 14 1? 3 - - - - - 14 1? 10 - - - - - 14 12 10 - - - - - 10 7.6 - - - - - f0 7.3 Jd - - - }0 7.3 d - - - 1?'-O' 14 1? 3.3 - - - - - 14 12 10 - - - - - 14 1? 10 - - - - 14 12 4 - - - - 14 i? 10 - - - - 14 1? 10 - - - - - 14 1? 1 - - - - - 14 I? 10 - - - - - 14 1? 10 - - - - 14 1? 3 - - - - 14 T? 7 - - - - - 14 f? D 3.3 - - 14 1? 4 - - - - 14 12 7.3 - - - - - 14 1? 10 - - - D S - - - - - 9.3 7 - - - - 9.3 7 4 - - - - • - 14 1? f0 - - - 14 1? 4 - - - - 14 1? d.3 - - - 14 12 10 - - - - - iJ -0 14 12 4.3 - - 14 i? 8 - - - - 14 1? 7.3 - - - - 14 1? f0 - - - - t4 1? 10 - - - 14 8 - - - - - 14 1? 4.3 - - - - 14 1? 7.3 - - - 14 0.3 J.3 - - - - 14 I? 3.3 - - - - - 14 1? 10 - - - - 1.3 3.6 - - - - - a.3 6.3 - - - a.3 6.3 J.3 - - - 14'-O' 14 1? 4 - - - - 14 1? 6.3 - - - - 14 1? 10 - - - - 14 D 4 - - - - 14 1? 8 - - - - - 14 11 D - - - - 14 1? a.3 - - - - 14 i? 10 - - - 14 t? 10 - 14 Q.3 - - - - - 14 1? 3.3 - - - 14 1? a.e - - 1? - - e ~ - - - e e - - - - a e - - - - 14 a.3 - - - - - 14 1? - - - - - 14 - , _ 14 12 - - - 14 7 - - - - 14 1? - - - - 14 1? - - - 13 -0 14 9.3 - - - - 14 I? - - - - l4 12 - - - - - 14 1? - - - - - - 14 1? - - - - - - 14 3 - - - - 14 1.3 - - - 14 II - - 14 - - - - - - 14 - - - - 14 - - - - 7.3 - - - - - 7.! - - - - 7.3 - - - - - - 4 - - 14 - - - - - 14 - - - - 14 - - - - - - 16.0 14 - - - - - 14 - - - - - - 1 - - - - - 14 - - - - 14 - - - - - - 14 - - - - - 14 - - - - 14 - - - - 14 - - - - - F.6.C, Non NI h Yelocit Hurricane done . ?OOJ EASTERN METAL SUPPLY, ~e~, t f ' '~ ~ ~ ~ ~ ~ . Cr1" ~ ~N~. er stem ^ ^ ^ ^ or on utt ~ . ~ cc ~- . ,~; ;~'. ` Am~l'loan 3hutht ~mst a. oaa~rrloN oA>< o.... . ,~ ,• ~ •; TILLIT TESTING Ir ~NCINEERING COMPANY 11M N iltl 7t xM 7D1 YIq~lY10AN0ENS I1o1~ 7 no, Aaoolatlon, I , ., a~ ~ DATE: ~ f a/a . s . l. . . . 11 US7 N. . . ~.: (]06)171-1810 . Fex : t'>o,~>!1-1s31 4268 Westroods Drive : DRAWING No '` _ ~ "' ~ rNw~ 11he~aa.am West Polm Beach, FL 33407 1 196 5 ', j' 1 - EI-OOOI7t9 rul1EJ1 A ALl1T Jr P L 4 - 0 ''...::.•-~ . . -uaaoa ux. ~ 44117 1 SHEET P.E. SEAT. SIGNATURE GATE ~ ~C~~r ~~~~~a _ _ tM ja1~ !l~1 .~ ~ TAPOOM ALL P01NTe eow-sEr waAOE-IOLT ac 8 ON SHEET 6 7 6 TWCS 5 . , , , (~E MOUN POURED CONCRETE CEI LING MO UNTI NG 3 FL OOR MO UNTI NG 6 FLOOR MO UNTI NG 7 FL OOR MO UNTI NG 0 srAU IN ~ eeNt oEBa ustD irQ K B1A7IlE oEeo n UYO U~1 MEO-TAt: one N Ia0 Irk tl Ee->rlt oEtw N toe (NQ JO 40 e0 75 e0 1 0 1 iB0 ?OS JO 40 ~ 73 a0 140 1a0 ?OS JO 40 a0 75 00 140 160 405 JO 40 a0 f5 90 140 i60 405 14 14 1o S e a a 14 14 1o e e e a 6 14 f0 1? ra a a a a 4 1? f0 9 a e a a a e a • J -0 !4 14 10 ! e e a e 14 14 fo e e e e e 14 i4 10 a a a a e 14 1? 10 9 a a a a e OR 14 14 1o a e a a 6 14 f? 10 a a e a 6 14 I? 10 a a e a e 0 s 14 14 14 14 10 to !i a e 1 5 as 4s 14 a to a a e e 6 14 14 1o e a a e e 14 14 14 1o 14 1o a b a e a e a ss 14 14 10 o e . e a s 4 -O 14 1? 1o S a e e e 14 14 to a e e e a a e e 14 1? 10 e e e e e i4 1z to a e e a e 14 14 1o e e e e e 5 14 14 14 1? 1o 10 a >t e e a e a 14 I? 10 a e 7 5 4 14 1? 10 e a e 4.5 J.S . 14 1? 1o to s' r1 e a e a e e 5.5 14 14 1o a a a a e 14 1? 1o a e e a 4.5 14 1? to st e ~ s 4 s -0 14 14 12 14 fo sa a e e a 14 14 1o e a a e e 14 14 1o a a e a a 14 i? to a e e a e 14 14 1o s: a 1.5 ss 4 14 14 10 sa e a e 6 14 14 f0 a 7.s 5,5 4 J 14 i? 10 a 7 S J.5 J , 0 d 14 1? 10 9 a a 6 5 14 14 10 a e e a e 14 u1a ~ e es s J.s 14 14 1o B a e e 4s 6 J.5 a - 14 1? 10 D e a a s 14 12 10 a e a a a 14 I! f0 B a e a S.5 14 i? 10 sr a a 3 4 3 - 14 14 10 !a a 6 4 .~ J.S 14 1? f0 ! a a a a 14 14 10 a B.S 5 J.5 - 14 14 a 7 . .~ 14 14 fo a a >' s 4 14 14 1D ! a a 6 e 14 14 10 a 7.s s.3 4 J 14 14 10 a as 5 7 5 J.5 5 s J 4 ~ 14 1? 10 9 a a 6 a i 4 14 10 !? e a e a 14 14 10 B a e 6 4.5 14 11 10 a s , . 14 14 10 9 7.3 5.5 4 - 14 1Z 10 9 e a 6 - 14 14 e.S 7 5.5 4 J - 14 1.S 7.5 0 5 4 4 5 J J - - . e _0 14 14 10 a e a 4.S - 14 14 10 0 a a a - 14 I? t0 a B.5 a 5 1 3.5 3 - - 14 14 14 14 B 10 ~ ! a a . 6 0 S - 14 14 1o a a a a - 14 14 10 9 D e e a a - - - 14 14 i? 10 s ~.5 11 9 e 5 J.5 - - 14 0.5 ~ S.s a5 . J.5 - _ 14 1? iD 10 a 8 . es ~ 5 5 S S - - - - t4 14 14 12 fo 1o sa P a a - r 14 . f? e.5 1 5.5 4 - - 14 14 a a S 4 - _ >i -0 14 14 1? 14 ro a e . e - - 14 14 10 9 e e - - 14 14 10 0 a 0 - - - - 14 5 4 1? q 5 f0 e a a 7.5 4 S.S J - - _ _ 14 t? a ~ a ,5 4 - - 14 14 10 1a e a - - 14 os ~ 5.5 4.5 as . , 1o-a 14 1? ro e es 5 - - 14 14 10 ! a a - - 14 14 e e a 5 1 5 4 5 5 - - - - 14 14 tO.S 14 7 10 5.5 e.S 4.5 7 J.5 5 - - _ _ 14 14 10 ' e ~ - - 14 14 10 S a e - - f4 14 10 . . - - 5 1 a:5 5 5 4 5 5 J 5 ? - _ 5 e 5 4 _ - 14 11 10 9 6 a - - 4.5 !.5 a s 4 J . . . . . 14 14 a . 4 9 6 e - - 14 10.5 7 5.5 4.3 J.5 - - iJ 9.5 a.5 5 4 J - - , 11-0 14 14 !1 7 a ,5 4 - - 14 1 10 12 a 5 7 S a 5 4 - - 14 14 10 a a a.5 - - 14 iZ f0 1 a a _ - 14 10 14 e 7 5 - - 14 . . . 14 }1 5 1 6 S - - - 14 14 10 B e - - - 1.3 e.5 QS 4.5 J.5 - - - 0.5 7s 3 4 J.S - • t4 -0 14 I? . e a 3 S.S - - - 14 14 10 si a - - - iJ f0 a.5 5 4 - _ _ - - 11 14 9 1? e a 5 4.S 1 4 5 5 - - _ _ _ - - - 14 11 10 D e - - 14 14 si.5 1.5 e - . . 14 5 J t4 10 10 5 6 6 5.5 e 4.3 - - - 14 14 to a e - - - o.s a 5 4 J.s - _ - a.5 ~ 4,s J.s J - _ _ , iJ -0 . 14 11.5 . ~.5 6 5 - - - 14 14 10 9 a - - - iZ 9 B 4.5 4 - - - - - 11 14 a 14 5.5 a 4 i e 3,5 S - - _ - - 14 11 f 0 e.S 7 - - - 14 11 10 S a - - - - - 14 10 14 a,5 S S 7 1 4 6 - - _ _ _ 9 a.5 4.5 . J.5 - - - 14'-0' 4.S 14 9.5 10.5 e ~ S 5.5 - - - - - - 14 14 12 11 10 f0 ! 9 - - - - 11 . d.S 5.5 4.5 - _ - - - - 10 14 1.3 1i 5 5 7 4 a - - - - - - - 14 f4 10 a - - - - 14 12 10 9 - - - - 14 1? a as _ . - - - 11 e a - - - - 14 14 10 - - - - - - - 9 5 0 7 4.5 e 5 - - - - - - - e 9.5 6 7 4 4.5 - - - - - 15'-0' J.s 1o a.s - - - 14 1 ? to _ . - _ _ t4 O S 7 _ _ _ _ _ 5 9 - - - - 14 11 t0 - - - - 14 f 1.5 7.5 - . 14 11 1? a . S.5 - - - - 14 14 10 - - - - _ a.5 a.5 4 - - - - 7.5 5.5 4 - _ - _ - 16'-0' 4.S a.5 a _ _ 4 i 11 10 - - - - - - - 10 14 ~.5 5 QS 7 - - - _ - - - e 1J as e. 4.s e.5 - - - 14 1? 9 _ _ - - 14 1? 10 - - . ~ . '"-+~ , ~r ~ ' ~ t} IMt. I< ~'~ ~: ~ . >~ ~ ~ TILLR TESTING ~ ENGINEERING COMPANY ' NEO N.N. ]Itli. !L. !a. l01. YIRCrIN tiAIMXMS, iL0110A A1N ... ~r PMM : (i05~71-1530 . Fa : (]Oi)OTt-1S]t ~. '• r~ MberNal.aon~ Ee-aooate t„ ~ 1; ~ WAITER A. 1111!7 x. P. E. ~ • ~,~ .:~ ` ILORE)A Ue. ~ 441 ei' P E. SEAL S1~NA~URE DATE / / I. ARCiIDRS TO tTAIL !MALI iE AS iOILOMi3: (~) to EN13116 PDIAIEO CoaCRCT[: p+M• t'a ^ ~ wg - 1/4'r TAPCON ANt410tlS, AS YNN1fACTURED a+r LT.w. Mht3ET/ AED HERO. T ~ SrEC1AlTT - 1 4'1 ~ J/4' ALL PdMS iDUD-S£T MOOR! AS OISiP~URO Ct' N.l FOM~S !~. ~ - 1/4'r.wE01~-BOLT ANCHORS AS WNUFAt;TUIIED e1' rowERS fA3TENNC, INC. NDTES: A.1) 11NNItUY EYBEDAIENT OtTO roUIN:D CONCREtE OF TAPCON ANCHORS If t S/4', ANO Z' ION tNE00E-BOLT ANGiORS. A.~ IiM~NMLM1 EMOlOY[1t1 Oi 1/4'f M 3/4' All rowTs SOUL-SET AYClIORS lNAtl IE 7/a' IMO ~ POURED CONCRETE. Nt) OABEDMENT Sa1O S1U000 SHALLL K PEIIMRTEO. 1/4 r-iD S.i. IMO#IE SCREW USiO SWIL. BE t tn• LoNC aHalo sTUOCD ENIST, ANO t Irwwua roR wAlt.a wrtH Nd s~luo. A3) N CASE THAT PREGST STONE, PRECAST CONd1ETE PANELS, PAVERS OR ANT VENEER eE FOUND ON Ti1E E1d31110 WALL OR I100R, AVCIIORS !HALL eE IoNC ENOUGH To REACH TILE AMw BAIUCNAE IEFMND SAio wA,l f11eSNtS. AlK:IIORAGE 91NJ. aE As aIDIGTED DN NOTES A.1) k A.1) ABOVE. FOR etSTALlA110Ni oN vlNrl >vDwD OR EB"S CONSULT 11eS ENgNEER. (e) To E1asnNO coNaErE eloac r~ Rm I~AD. - I/4'r TAPCOtI ANCHORS, AS IMNIiACTtS1ED BT I.T.W. RAMSET/ T SPElrMITT - I /4'r r 7/4' All PANT! SOLIO-SET ANCHORS AS OISTR~UTED M ALL PgNT3 !CREW, BOL k CONPANr. _ t/4'. weDCE-901.7 w/ 1/4h aloe-PLUG ANC110RS As NANUFACiURED B+' rowan FASTEIeNC, S1C. NOTE B.i) t1R1YU11 EmBEOYEM etTD CONCRETE HOCK aF Ti-PCON ~ MFDCE-aOIT,~Ii0R5. IS t t/4'. B3) Nliraltlll EIABEDNEM OF 1/4'~ ~ ]/4' ALL r01NTS SOLID-SET ANCHORS SHALL eE ENtNEU' tNBEDDED IN-0 TfaE CONCRETE (LOCK. NO EMeEOYENT MRD STUCCO SHALL BE PERNRTEO. i/4' h20 3.3. NACIrNE SCREW USED SHALL aE 1 1/2' LONG NMVNIW SliOIND STUCCO E>aST, ANO 1 NYeYUN FOR MUS 1NTH NO STUCCO. B.~ NI CASE iHAi PREGSi STONE, PRECAST CONCRETE PANELS, PAVERS OR ANy VENEER aE IOUfO ON THE EKIS1M16 wAll OR BOOR, ANCHORS SHALL IE LONG ENOUGH t0 REICH TFIE MALI STRUCTURE IF~MNO SAO wAll FINISI#S. ANCNORAOE SHALL eE As Et01GTED ON NOTES e.t) B ea) AearE. FOR SiSTALLATKINS oN venl SEANo OR pFi CONSLII.T TILLS ENCrtEE11. (C) ANCHOIIS SMALL ~ M15TALlED IOLLOwIN6 All OF THE I~OpMYEN011110NS AtD SPECYIC'11TKNIS Oi THE ANp10R'S IAANUFACTURER. (D) sEE sts+EOULE eEUw POR EocE DISTANCE (E.a} vERals SPACING REUnONShly FOA ,wct++oRS. MAJIRIUY ANCHOR SPACNCS ARE VAUO FOR 3 1/Z' EOCE pSTANCE FOR 1 4'r TAPCDN AND SOLID SET ANO wEDOE-aOIT FOR E. D. LESS TF4W ABOVE MEII110NED, REDUCE ANCHOR SPACING eT MULTIPLTNIG SPACING ShIOWN ON St;~DUI.E 9Y THE FOIIOMMNC FACTORS. (N01E ~II~. E: o. PoR ALL ronr'r sou0 sET ANCHORS ~ s~. Ia~lr ~ SPAdNC OBTNNED USING FACTOR 311A<l NOT BE LESS THAN 3PACMIC OIOIG11E0 FOR EACH ANCHOR TYPE. FACTOR ACTUAL E. D, 11EOCE-BOLT 1/4'r TAPCON SOLID SET ~ .AaNO • r ^N: strAa+o - t rN, r-~aNO • ai• ~• o.es o.u an 41/4' O.la O.ab _ Z' 0.30 O.SD - Yelocit Hurricane Yone F.B.C. Mon NI h O ZOOJ EASTERN METAL SUPPt.Y, M1C. TM ' r stem utte ^ . ^ ^ ccor on Atnal'rloan Shutht Slnhm~ . N eEacAl~naN an o~..~ . ,.,~.s. Aaoolatlon ino. 1 «. ~ ~r OV-TE: 7 13/Os i 4268 Weetroatii Drive = pRAYYII~ No West Polm Beach, FL 33407 ~ Q5.• ~ 9 6 (SEE f~lOUNTINGS ON SHEETS T 3 ~ 14). B B~TR.o.TE U - SOUTHERN PING No. 2 W/ MIN. G 0.55, PRUCE PINE FIR NORTH S SPRUCE PINE FIR SOUTH ~ ~" / MIN. CDX DOUGLAS FIR W/ MIN _. . G 0 50 W MIN. / G~0.43 w/ MIN. G~0.36 PLYwODD eA1~'~' Tt SPAN () WALL OUNTINGS M CEILING MOUNT 8W WALL OUNTINGS M I ING MOUNT 8W CE L WALL NTIN 5 MOU G CEILING MOUNT 8W WALL MOUNTINGS ~ w, 2w, 3w ~c sw FLOOR MOUNTINGS w 2w 3w do sw ~ , FLOOR MOUNTINGS 3w do sw ~ w 2w FLOOR MOUNTINGS 4w ~ 5w s w a~ 1 ow sw ~ ~ ow , , sw a~ ~ ow NECATAIE DF51CN LGW (~ NEGATME DESKiN 10A0 (pH) LDAO -~t,ATAfE OESICN (pd) NECATNE OESCN LOAD (P~ 11:CATNE OESIC~1 lOAO (p~ NECATN>: DESICPI LOAO (p~ NECATNE DESIGN LDAD (p~ 30 40 60 75 90 05 30 40 80 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 4D BO 75 90 05 30 40 60 75 90 05 -0 OR 12 10 10 9 8 8 6 6 fi b 6 6 12 1 0 0 1 9 8 8 8 8 6 6 5 6 12 10 10 9 6 8 6 8 6 6 6 6 6 5 4 4 4 3 • 4 -0 12 10 10 9 8 8 6 6 fi b 8 8 12 10 0 1 9 8 8 6 6 6 6 6 6 12 10 t0 9 8 8 6 fi 8 8 6 6 6 5 4 4 4 3 N a~ 12 10 10 9 8 8 8 6 6 6 6 .5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 _ . 6-0 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 1 0 9 8 5 6 6 8 .5 5 a.5 12 10 10 9 8 3.5 6 6 6 8 5 4.5 6 5 4 4 3.5 - • 7_0 12 10 10 9 6.5 4 6 6 6 .5 4 .5 4 1 2 10 10 8 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - • 8-0 12 10 10 7.5 4.5 3 6 6 6 5 4 .5 3 12 10 10 6 3.5 - 5 6 5 .5 3.5 3 12 10 10 4 - - 8 6 5 .5 3.5 3 6 5 4 - - • 10 5 3 5 - 6 6 5 5 5 5 3 3 12 10 9 4 - - 6 6 4.5 a 3 3 12 10 4 J - - 6 6 4,5 4 3 3 6 5 3.5 - - - g _0 12 10 . . . . - - - • 10-0 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 fi 3 - 6 6 a .5 3 - 12 10 3 - - 8 6 4 4 .5 - 3 - - 6 6 5 5 - - - • 11-0 12 10 5.5 6 fi 4.5 - - - 12 10 4.5 - - 6 5.5 3.5 - 12 10 - - 6 5.5 • 1Z_0 12 10 4.5 - - 6 6 4 - - 12 10 3.5 - - 6 5 3.5 - - 12 10 - - - - 6 5 3.5 - - - 6 5 - - 13 -0 12 10 - _ _ 6 B - - - 12 10 - - - - 6 4.5 - - - - i2 7.5 - - - 8 4.5 - - - - - 6 6 .5 3 - - - - - - - • 14 -0 12 10 - _ - - 6 5.5 - - - 12 1 - - - .5 4.5 - - - 12 7 - - .5 4.5 1 S -0 12 - - - 6 - - - - 12 - - - - - 5 - - - - 12 - - - - 5 - - - - - - 6 fi - - - - - - - - ~_~ 16 0 t2 - - - - 6 - - - 12 - - - - - 5 - - - 1. - - - - - 5 • NOTES ON ANCHORS REOIJIREMENTS• W000 SUBSTRATES, i. ANCHORS TO WAIL fL00R OR 90W M000 SOFFIT !HALL BE AS FOLLOWS: - I/4"1 1APCON ANCHORS, AS MANUFACTURED BY I.T.M. BWLDEX W/ AMNIMUM EMBEDMENT AS INDICATED AT ~{ SECTIOq ON SHEETS 1J a< 14. EXCEPTION: SEE NOTE 1 BEIAM. 1. ArICNORS TO HOLLOW CEILING Sli~lL BE AS PER kOUNTNO TTPE TW, SHEET 14 AND SWELL CONSIST OF LAQ SCREWS AS PER NOS 1991 SPEpFlCATI0N5. 3. SUBSTRATE SHALL CONSIST OF THE iOLLOMING: -SOIRHERN PINE Ne. 2 W/ O~O.SS (N.D.S) -p0UgA3 f1N W/ C~O.bO (N.0.3.) -SPRUCE PNIE FIR NORTH W/ 0-0.43 (N.D.S.) -SPRUCE PwE FIR SOUTH M/ C~O.3e (M.D.S.) -Mw. 1/:' coot Plrwooo (tees APA) 4. ANCHORS SIW.L BE 1lSTALLED FOLLOMNC ALL OF THE RECOMwENQATIONS MID SPECM~IGITIONS OF THE ANCHOR'S WM1tIFAC1URER. _~ ~' °~,. ~ 1' ,r ~. tN~. • ;1t? ~ TILLiT TESTING t ENGINEERING COMPANY •, 1]06 N.A. iNA e~,1M. X01. vM01M oA1D110. R0~ 771N ~neM : tsos)nt-ts~o .Fax : (>~>e7-10,11 ,, .-~ ~, "ti Es-0001711 + NNLTER A Tilt1T Jr. N. C ~~ FLAMDA Lk. ~ µt q .E. /DA P ~ . ^ . ^ ~rrt~rloart Shult~r srtwrn Afs10C~Qt~0~1e ~fta. 4288 Weetroade Drive We:t Palm Beach, FL 33407 Yelocit Hurricane lone) F.B.C. Non N n y 0 X003 EASTERN METAL SUPPLY, WC. I BERTHA HV'" Accordion Shutter System w a-a~ DRAWING No 05-196 wAU FwIsH ,/~`r T~PCON w/ I , 2' yin. ~' PENETRATION OF AREA TO EbSTWG WOOD HEADER (SEE SCHEDULE ON SHEEP t2) r ~ FaIC •, S .. _ n~ . w EXISTING MIN. 2•x4" WOOD HEADER REQUIRED I I EXISTING tXAS 1' MIN. ARA ro CLASS i Q ~LL CONNECTION AT TOP E>asnNc GtJ1SS~-~ i• MIN. , ~ 2•x4' CONT. PARR W000 PLATE ~ LXASS ,; REab. ~ ~M . ~W~yA~I~~~Luy . ~"M.711 I I ~~ N~ ~-.- - -- 1 /4"r TAPCON W/ 1 1 /2' Ma,. PENETRAl10M OF THREADED AREA TO E105TN~0 W000 HEADER. (SEE SCHEDULE ON SKEET 12) ~'' t/~"r-20:3/~' S.S. wACnINE 1 1` INN. .~;• SCREwS W/ ,/4•-20 NUTS ARATI e ,2" D.c. TO cuss ;~ ~ • • 1 Mln. 0 r" ~ ~ . _.~ -~ ' N - .;:~' ':. W~~ ~ I I • "'~',' fTNISH ~• I EIOSTWO MIN. I 2•x4" WOOD I HEADER REQUIRED I I i' MM. ~ n ~r~."I TD CLA55 2"x4' CONT.-~ 1eD00 PLATE ~ ^' F oR C REQ'D. ;, - 1 4'r TAPCON W 1/2' Mln. PENETRATION / D. pF THREADEp INTO PLYWOO (SEE SCHEDULE ON SHEET 12) 1/2' MIN. COX PlYw00D REO~O. EXSTING MIN, 2'~4' SNDS ~ 16" O.C. MAX. REQb. PI.WrDOD TO BE ATTACHED TO STU05 N ACCORO>wNCE wTTH SECTION 230e OF THE F.9.C. ~ TME S.B.C. (FOR ~ AND E%ISTwG G2NSTRUCTION RESPECTiVEL.Y1. ~ LI/4"r-20>t3/A' S.S. MAC~uNE sCREws w/ ~/~'-2o Nuns ' ~, 0 12" O.C. 1 /4'/ TAPCON W/ t /2• Min. 1/2' MIN. COX PENETRATION OF THREADED AREA rrto PLYwooD REQb. ~. wALL FINISH (SEE SCHEDULE ON SHEET 12) WALL CONNECTION aT 90TTOi~ ,~. > '~ ~ .: .~. INC. ~ t ~ .; ' TILIIT TESTING 4 ENGINEERING COMPANY r"' ~ N.N. 3N~. f4, !u. JOl, VMNiMM CNIOENI. rL01I10~ 31,R ~ ' r Pl,on~ : (30671-I S,1o . h~ ; (JOS~J t-,S» .' ~ y ' • '2 t-nlrlt lr4Ce~o0l.ean E6-OOOtJ10 .,~,' ~ ' ruITER A T1dJT k. P. E. ' P.E. SERI./51Gf~ITIJRE/DATE aaRroA uc. ~ 44, n ExISTr+G I) CLASS-I I I 1 wAU. I -+ I f N = ~,. 1-SEE SHEET 3 FOR TYoICAI SHUTTER -SSEMBLr 2-YOINrTMIG SECTIONS Ciw 0E COM/INEO IN ANY WAY TO SUIT ANY INSTALUnOH. r 3 - .,• ~ FaC ~; 1/4"r TAPCON w/ 1 t/2' Min PENETRATION of THREAOEO AV~A ro EIOmNC wood PLATE . SEE SCHEOLNE ON SHEET 12) 2'x4' CONT. 54L PLATE REO'D. WdLL COt~NECTI~~ TA+BOTT01~ I '` ~• ~ PARR TO CLASS EXISTMIG G1A55--1 I I 1 1 FlNISH I I I ' ' , ,~ ~ E ~ N~ r ~ Q , t; I" Min. "' 1/4'r-20x3/4" S.S. MACHINE 2'x4" CONT. ~~, SCREWS U51NG 1/4'-20 NUTS, SILL PUTE '• 0 12' O.C. 1 ~"1 TAoCON w/ I I/2' Min. PENETRATION OF 1 EAOED AREA ~ MgWgTN of woo0 PLATE. (SEE SCHEDULE ON SHEET 12) WALE C0~ N_NE_CT ~ N T 8~01~ F,6.C. Mon H- h Yeloc~t Nurricone =one O 2003 EASTERN METAL SUPPLY, INC. 1>w ^ ^ ^ ^ ' tem on utter s ccor Amorlcan Shl~for Syctom= ocaaarnoN arc oro.n .~' A~:oclatlon, Inc. , w o"a, ,+vM ~ DATE. 7/13/OS 4268 Westrooda Drive z pRAwING No West Polm Beach, Fl 33407 , g 1 6 5 -- 0 ~~ ~~ ~3 ~9~ i~ Q WALL CONNECTION AT TOP ~~ ~~ 13~~~--~ 2'x4' wnN. `•,; ~ E0 0 2' NIN. . 4 xb Nin.) E)gS11NC W000 WOOp ~. `. , i/x ~ TAPCON EDGE (IF APPLICABLE) pEAN STRUCTLNiAI (AS APPLICABLE) ;. \ / ANCHOR • b" O.C. AOEQUAC'r OF EXISTNrG 11100D 1 / W 1 1/1' MN. ~--' BEAN TO BE CERTIFIED Br ±• ~ 1 / ETRATKIN PTO _ RECLSTERED ENCNIEER OR EKISTINC WOOD ARC~TECI PRIOR TO SHATTER WALL ~ FlNISN 'w ~ j \ ! SNOS OR W/ NMI. ~ 1/2' PENETM?IDN • t/2 . 1/2 TRUS5E5 OR MISTALLATION. RAFTER 0 24" O.C. REQUIRED E 4 ~ '` EKISTING GLASS :i ~ i ! ~ 1~. ~ !r IF NO \ PLrW000 SNDS EfnST ~ . ~ \ " / ~ ~ ~:. '' ~ ` I ~ E EQ \ M'~rt. EwsnNC sofflr 1/4Y TAPCa+ w/ + 1/1 ; 3/4' Nat. THK. PENEIRATKIN OF THREADED . 1xxZ/4 ~ AREA 10 E143TING WOOD BEAN. 1'«4x1/B' CONT. ALUM. TUBE (SEE SCNEDUI.E oN SHEET 12) ~ Q 1 NIN. ~'•µr'~Y:~`•'•::-~;' M",, ~` PLrW00D. NwS. (b0b3-tb ALLDr) w S)3 le ~PARATKIN 0 t" O.C. I LMi SCREWS TO OR E ~ TRVSS. LOCATE LAC SCREMR AT TO C LASS OR® I I NawDTH of ExlsnNC woOD E a~ g I NENeER, (1' NIn. NONINAL I 1 ' MN~. I I WIDT-+) W/ 2 Mln. PEI~TAAlION H OPEN MOLE AT EAC OF THREADED AREA. VAUO FOR SNO TO AOCEPT • b/16 P lAG SCREW I 1 INSTALLATKINS WITH 7 t! NA1f. . ~ ExISTNG I DE•GN LOAD AND B -0 EIAK. ( ~ ~ 10x1 1' S.N.S. ~ / AT CENTER OF TUBE. SPAN. THIS WSUUATK>rl I! ONLr CLAS3 • 16 O.C I ~ ~ VALE FOR M1000 w/ MIN, I F 6 S I ' ~ ~ ~R I 1 MIN. Q 0 A O SPECIFlC CRAVIi1 ~ SEPARATKN FIR OR SOUTHERN PME DOUGLAS ( ~ OR ORrn' ~ W ~ 6tA5S I ( OR • No 2, EQUAL I 1 MIN. EICSTING SEPARATION I CUSS TD CLASS tw er 4w 1'x4' MIN. /4'1 TAPCON ANCHORS STUDS REO 0 W/ 1 1/1" MIN. EkISTINC CLASS pENIEtpA110N 0 11 O.C. k I I ' ( I I I I I t' MIN. f--SEP EkISi1N0 1 MIN. SEPARATION 4 '~ INN. i ~-SEPARA I I I TO CLASS ~S I ~ TO C U55 1/1' MIN I TO cuss. I I II . I II i I I J I ~ ~ I I r I ~~ ANCHOR I { - r, ~ j aisnNC i mss--' I I I I I ! LOCATKkI 2•xe' MIn. wooo ~ ~ DECK REQUIRED * I ~+. I oxa ~' Ha HERO TEK , , ~' , (NO FlNISM ~ ALLOWED) 2 xe len. WOOD OECIt SCREWS 0 12' o.c '. "' REOINftED (NO f1NISN ALLOWED) r" ''+~~ EDGE OF DECK IF APPLICABLE EDGE OF DECK 2' 1' t--"'~' WALL If APPUCABIE ~~_ \LJ~^ { -----~~ ""'ter' ~ DECK E OR ~011~+® 1/4'1 TAPCON w 1 1 ' Mh. PENETRATION f THREADED WOOO DECK 2' MUr. 1/4"~ 1APCON w/1 1 2' Mn. PENETRATION 2' MIN. ~~ . o (SEE SCHWIaE ON SPIFFY 11) ~; I-SEE SHEET 3 FOR irPIGL SHUTTER ASSENBLr OF TIiR~~pED AREA WOOD DECK. (SEE S~DULE ON SHEET 11) 2-MOUNTING SECTKk15 CAN BE CONBINEO IN AM' wAr TO SUR ANY Nr3TALUTION. FLOOR C O F .B n .C. No i h Y locit pumcone done N e ~~ ~, 0100, EASTERN PETAL suPPLr, NNdCC. . M' •~;. .~ .~"+ ~, ~ ~ . . +:. ~ ^ ^ ^ TM Stem on utter cco . . ~ .. . t Amorloan Shutter ~hmo ocse~rlloN ot,Tc o~x+ . ,uls. ' ~, ' T0.UT TESTING It ENGINEERING COMPANY AaoalaHon~ Ina 1 w ~ , r Op 7 1J 03 ~ +>~ N.a ~w,. ~„ ~. roe, rwRxN aRaoa. noeo~ ~Ia -1 , ~ ; taae)n aao . Fa : (JW~71-IS3 4268 Westrocda Drive = WING No DRA . "~ ''""~ ~" ~~,~ Weat Polm Beach, FL 33407 ~ 05-196 ~ P ~ltEll A TWT J E 4 ~ . . ~. s SHEET P.E. 5EAl/SIGNATURE/DATE FLOIgOA uc f 44TH ~ (~~ y 13~A~r~