|
GU%f$ (SEE SECTIONS ON SHEETS 17 18. 19 t 20)
<br />A J Lai
<br />SCHEDULE)NGIN
<br />'--- ----ANCHORS (SEE SEC'TIOM ON SHEETS 17. 18, 19 @
<br />OPTION #2 FOR LIFE SAFETY STORM EMEL�ELEVATION
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<br />A-O'A1NsNJ �, _
<br />SECTION A -A
<br />SCALE 3/tAr-I.
<br />MAXIMUM_ A.S.Q... DESIGN eRUSi RE WING (R s f) AND �A
<br />:CORR,E NlRlN, MAXIMUM PANEL LENGTH "L" SCHEDULE �s�� )CE�I,
<br />No. 44167
<br />FLORIDA BUILDING CODE NI h YWaei Nu no Yana
<br />=.°�' . FlaR1a)`.. 64ct4 ' W. 20 GAGE GALVANIZED STEEL STORM PANEL a� BY
<br />��� CLOW PROTECTION PRODUCTS, LLC.
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<br />INSTALLATION
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<br />Mox. PANEL LENGTH
<br />RiTNIL1UFA SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING {p.e:i.j
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<br />(SEE SECTIONS)
<br />TO CUSS
<br />CONDITION
<br />+55.0, -72.0
<br />3/4"
<br />UNBOLTED
<br />2.000•
<br />D{;'1'AILS FOR OPTION ,92 FOR LSE SAFETY STORM PANEL SYSTEM
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<br />tY i/?' O.C. (BEYOND)
<br />rrs" TAflCCN ANC#1gRS f f 1a#` TAPCON ANCIKMS �APCwOf4 !tKCIWf�
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<br />OR tE Bt�K - (Kt tANCRE7EBLOGK OR PF.WMRETE 8LaC1i txt CONCRETE BLOCK
<br />WALL IN{� N4STALIATION �YCSti�c� iY,l� 110UNT1NCNt INSTiL�ern�l WltL t YOLNT1tHIiN^�T t t i7lpN
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<br />FLORIDA BUILDING CODE h V•loerH Hu come Zons
<br />MUCTIKIING "cold sow 09 7ouaw fAe E ANA €A OM R 1 - :r 11t1. . * 5 mo7o nr . u c 20 OW GALVANIZED STEEL STORM PANELBy THE mrNK ar,
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<br />CONCRETE
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<br />INSTALLATION DETAiL�_•�'OR OPTION FOR LIFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR 0�0� �,�FOa LIFE SAFETY STORM PANEL SYSTEM E`�NER14L v RS F_ l►ANe cTxT19AF P swrrF�
<br />INTO EXISTING WOOD STJ�i! T�URES INTO EXISTING WO¢b STRUCTURES
<br />e i. E-Z WAG STOR}6 PANEL SNDSw/ ON Tti1S PRODUCT EVALUATION DOCUMENT (F.E.D.) HAS BEEN VERIFIED FOR CDMPLLvICE M $.t) MINIMUM EMBEDMENT OF tAPCON ANCHORS AND PANELNATE FEMALE ID 81 PMkEtJAATE PLUS INTO CONCRETE
<br />A1;WR6AhK:E WIN Tt$ ?020 (7th EDOION) OF THE FLORIDA BUILDING COt�. t4LocK SHALL BE # 1J4'.
<br />,• i ,• s r § ;,' ) � � � OE510N WWO LOADS SHALL BE OflOZt✓f3 AS PER SECF#DN T82O OF THE ABaVE MEN[tONED LADE. 8.2) MWtMVM ENBfaMENT # 1j4 e % 7/8"' CALK-W ANCHORS SHNL � 75 7/8" INTO CONCRETE,
<br />FOR A W7N6 SPEED AS REQUIRED BY THE-JL405O1CT#pN WHERE THESE SHVifERS
<br />� INSTALLED AND NO EMBEDMENT IFHO ANY flNL4N MATi7TNL SfNtt IBE PERLO7TED:
<br />� �;.'*+."'• . ,,,D�� � " ;�:. , :� � ,�•-" FOR A DIRECTWNALI7Y FACTOR Kdatr.aS, IPSINO ASCE 7-18 AND BNALI. NOT EXCEED THE MNRIdUM (AS.D.) 1/4' 0-80 53 SIDEWALK BOLTS USED SFMLd, BE LONG EIQOUGH(SHDUtD ANY FINISH MATERIAL E)4� TO
<br />.. ,✓'" +°' - •. OE53O47 PRESSVRE RATINGS INDICATED ON SHEETS 25 t 28. -
<br />r•t//."4y TAPCaN a !' a:C. r 4"i TAPCON a e`.O.C. 1//4•i rA1NxrN: a �' QQ '=a is 1JJ4 a TAaDf#N a a' OR. �fJ/7°d7JJTAg?PCOl1•a 8a.C� ,;. t j�j/TAPCON a 6' QC. IN ODDER TO VERIFY THE ABiYJE COND1Ti0N, ULTIMATE DESIGN WIND LOADS DETERMINED PER 1\SCE 7 18 Jj4 INTO A"dCHORS.
<br />/ i "'-W- 7 , • MR#. rNRFJ�8E9 j �1 1 •. LdN. THNEiLED P +• ,• .,"i9/t tf?" MN. Tt9tEiNtED ,>' .1. '13/1 9J�+ MIN: itl✓7FAOi0 .: PFNk'iRM1T761M RT WOOtl ..., PEMEINAI�I AT WOOD SHALL 8E FIRST REDUCED TO A5.0. DESK:N W9i0 LOADS BY MULTIPLYING THEM -. 0.8 IN ORDER T
<br />�'` I ... PEKET71AtI0N A7 vI00p \ p�tw/aIDN AT WOOD BY 0 6.3) N'1 CASE THAT PRECAST STONE. OR PRECAST CONCREIF PANELS RE FOUND tttt THE E%lSI7NG WALL,
<br />/ ` NPa1DER \ / frFAOlR j _ AT fNaD +l � Ar glge0 , t � HEADER HFAp4i1 TO COMPARE THESE wf MAX. (A5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS SHEETS 25 Q 28. ANCHORS SHN.L BE LONG ENOUGH TO REACH THE iAA1t4 STRUCTURE 8EN81D SUCH P7d�IS.
<br />eqI �j }r O
<br />SHALtj L 8E AS MENI1dED ttl B.i) AND 9I 8.2).
<br />fN txtDER TO VERITY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. as TESTED WERE NOT OVER SIR65E0, A 33#t INCREASE
<br />-. i/2' 3 1/A• ! i+ 7!2' i/4- �} T/4• 1f#" r f#` IN ALLOWABLE STRESS
<br />1wN0 LOADS WAS KM USED USED IN THEai ANALY�S. FASTENERS SPACING TO WOOD tff5 BEEN =' � M
<br />DETERMINED Bi ACODROANCE WITH N.O.S. 20,$. (C) ANCHORS SHALL BE WSTRLLEU FOLLOWVIG ALL � THE RECOMMENDATIONS AM SPECIFICATIONS OF 7,IE
<br />• j .': � -� t 2• } -; - P 2"� a' § i ���. / 2�1 � -,- � ��1 WOOD 1iEA0ER WAD HEADER STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE. RESISTANCE HAS BtiN VERIFIED IN ACCORDANCE WITH SECTION 1628 OF MANUFACTURER. � - N
<br />§ r RLT#UIRED f�UkREO THE ABOVE MENTIONED C0� A5 PER �."500N TESiWG LABORATORY. INC., REPORT � ?032. A5. 9�ROTOGDLS TA4-201, ti. IT SHALL BE THE RESPOt�utBRJTY OF THE CONTRA" TO VERIFY THTHE FROM OF STRUCTURE. aSTPIY E SOUNDNESS a6 THE STRUCTURE WliE1tE SHUTTER N �? � /�
<br />ttS-2O2 AND FAS-203. LS TO BE ATTACHED TO YNSURE PROPER N4CNORAGE. THIS SHUTTER S1lIJ1 ONLY � ATTACHED TO C<RICREIE, f7LaCK �i LL. a
<br />., '�' �, i ° "_, , j r i " , r «..• "y. { I j i + (TR WOOD FRAME n;l#WINDS.
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<br />.. , � ' r �•'s, � EE ..,,„- ,'. , � ' 1 '`•� ! { 1 2. THIS SY5)EM FtA�y.. BEEN DESKREO TO 8E INSTALLED ON THE O11TStOE. OF THE OPENING ACCESSING THE OPENING FROM THE
<br />•- L � � '.'`A; " ; A � i i s � ( I INSIDE W/d. THE V5E OF A IAODER OR tUFT. TtN,S APPUCATrON IS YAt10 iVL#LR4. M4STALdAT1077 6 INTENDED TO � PERfaRNED - .
<br />, i � ExsT%Ic w sFPAmTTn1l i I ' ; I � Ma. tKPNwox i ; f � � CONTACT WITH THE Blll2DWG i0 PREVENT WINDjRNN iN1NU5tOFl, Gi1lX AND SIX SHUTTER TRACKS ALL AROUND FUCi. N L
<br />Ly , DDP+TRAo SHUt1ER
<br />§ i PANil IFF10nt CLASS AND tlOtIBiF HUNG STYLE wmroows WHEN INSTALLATK9I iS REQUIRED TO BE " -
<br />Room SERIES 1 WO INSTALLATION IS APPLICABLE TO SitlOtf 2 ALIATKIN OR IS TO SEAilCAULK fd.L COMPONENT EdG� YeHICH REMAIN IN CONTINUOUS � O
<br />T
<br />{ {SEE NOTE i aF1OVO M a� tq P/d�l �� fi165 w ��. _ '4• imc i O�IRIG � R�7,FOItAi)E � PERFORMED FROM THE INSIDE OF STRUCTURE 13. STORM PANEL INSTALLATION SrULL COMPLY WITH SPECS INDICATED W THIS DRAWING PLUS ANY &II1091C AND ZONING S �F
<br />(5ff HOIE , BELOW) 1 REGULATIONS FRONDED !3Y THE JUR�CfifNl WHERE F'E�iIT t5 ADDLED TO. � Y
<br />IOSiV/G w xlRrAw,d t : .-J) PANlT. �NOiH D�191G Nw. Yf➢JA61,Gx i PANEL IENG'tH ibr "�€FAIbiBM i § 1' 1Am,. GU65 4. SERIES 2W0 INSTALLATION 6 APPLICABLE ro SINGLE AND DOUBLE HUNG AND HORIZONTAL SLcm 1 SITTING IDERS STYLE WINDOWS WHEN
<br />wt olAss -- ts� ta,E T i#i#Ah W � , ' -" Ott------ - i�E NcrE t BELOW) Ttt Max.
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<br />TABS I INSTALUII N IS t�t71RE0 ro BE PERFORMED FROM THE OF )#. ta1J55 tF75iDE STRVCTW2E. ATRIUM WINDOWS RTC. E -
<br />� (� 3aPA1.tE § i (>,Y� PANEL If7CTH PANEL LENGTH MO DOORS, 2 TWIG STOMA -PANEL SYSTEM'" tS PA:IXf PE�816. +-+
<br />a � ,m 1/4'.-za�t• .. � aK s1az7 to i I t/4 �-zat'sraEr is) § (�E NOTE r BEtorr) t/#"r-2ox7• t� NOTE t ettoWy �
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<br />3.5. M.S. _ S. ALL NAIMWUM E%7RUSIONS TO BE aa63-Ta ALLOW AND TEMPER. (UNLESS OTHERWISE NOTED) 75. (¢) THIS PRODUCT EVALUATION DOCUMENT (p.E.O.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />; i I 7j8Y x 3)l2• i ; -� [ ' 7 . x 3/JR' ` ! a� INFORAUTK#k FLibt A SITE SPEC WHERE PRODECT: i.e. WHERE THE . SITE CONDITIONS DL1tATE FROM THE PIED.
<br />J/52'
<br />8. ALL ALVMiNLRA SHEET ' METAL USED AT CLOSURE& SHALL HAVE 3105-Ht4 ALLOY. F�j a -C
<br />OP) CONTRACTOR TO BE RESPONSIBLE FOR THE SElEC1HtN, PURCHASE AND DIS7AI.Ll'BOH INCLUDING LIFE SAFETY OF ~••A
<br />�t 4`i 7 ) ' § I t 7. ALL sBEEL sI�EE METAL FANELs SMALL . HAVE STRUCTURAL QUALITY C�
<br />I t aka--•- , # .al, , � I 5TFA.., ASTtA A-7i53 GRADE SD MTn., GALVANIZED SfEE1 TN15 PRODUCT BASED ON THIS P.ED. PROVIDED HE/SHE DOES NOT DEMATE FROM THE CONDITIONS OEFAR•EO;iRi
<br />D.C. W/i 7J2 �.," DESIGNATION WfFy. 58.5 Ksi (AFTER ROLLED): THIS OOGUMENK, CONSTRUCTION SAFETY AT 'SITE 45. TtE CONFRAC70R°S < O •� (u
<br />Lll��n._ tt.�A JJJ i tak.
<br />�Pa�EmnnoN a B. ALL sct�ws ro BE s7aNLEss STEEL 304 OR J1a wsa sE'w2s OR coRRaSrora Rt315TAttT COATED cweoN srm As PER DIN {¢) THIS Patlaucr LvuuA� twcuMENr ww. � coreswERw mvAuO •' MopF�, o' � N �
<br />i MKINIORI OF 50018 W/ 50 kxi YIELD STRENGTH AND Sit RAT TENSILE STRENGTH @ $FNLL COMPLY W/ FLORIDA BUILDING CODE SECTION 24t,.3.3.4, -
<br />� (n) WE SPECIFIC �arEc75 srwl BE PREPARED BY A FLORIDA REGISTERED oacKr� OR ARCHITECT WHICH WILL
<br />4. BOLTS TO BE ASTY A-307 GALVANIZED STEEL. OR Aft 304 SERIES STAINLESS STEEL. WITH 38 iui MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (E.O.R.) FOR TIfE PROJECT AND WHO Wd.i. � RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E,D. EifDINEER DF RD:ORO" ACTING AS A DELEGATED ENGINEER TO THE P:ED. ENGINEER, SHA.t1 � }
<br />- •- 17, . '?' - ,' � .. , , I , i ANCHORS TO WALL SHALL � AS F'OLLDws: SUBMIT ro THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, 3
<br />(A) ro lOOS'TLw+ Pau1>RO rewrRFrr. u, �
<br />-- §. ) ' I - ; , ;'� ; � (a) THIS P.E.D. SHKL BEAR THE DATE ANO ORIGINAL SEAL A.ND SIGNATURE OF THE PROFES.90NAL ENGINEER OF y � Q
<br />..• -. 3.3 g. Q• .. � t�',`: I .;. ' 1 j# A RECORD THAT PR�PAREO YY.
<br />. (Mitt (�
<br />FAPCON ANCHORS AS MANUFACTURED BY I.T,w. BWLOE%, INC. IN. t`cr3792.P.x•iJ
<br />1/+r^w-?al s"4� M.s; W/ 7 fi e x 7je C+Wc-IN ANCIiQRs, AS 1AANI�acTUREIa By oEwM.r INC. (M7N.. t'c;JDOD P.s•L) a
<br />•', Ct%l'L ,. • ._ txANY. J��14w2D,13t4^B.S. Y,S, w! rB. SFORIA PANEL 4dMltf€AS#URER"8 LA9EL SFtAI,t.. � LOCATED Dt4 A REAWLY VISIBLE LOCA'RMe AT STDRAi PANEL. W
<br />7f!'fNt.T/'32" NAdG NUT' Iper. NUp � /14 iD PANELMAiE FEMALE ID. tt PRNEI,MATE F4,U5 ANCHORS. AS MANUFACTURED BY ELCO CONSFRUGFxIN PRODUCTS. CE �
<br />7 a e x 3/32" WNID NUT } (. � # x 3/Se NDK,E ` %•r i tper37F5D p:la..i,) ACCORDANCE METH SEC'RON T709.B.3 OF F1.4%iIDABUR.fla70 CODE Y dkfE 1A8E1.. S!W("L 8E PLACED FOR EVERY t%'IENING.
<br />i I [ wASI7sR a t? tj2*-O.Q wAsttER (REYDtn) r jj � LABELPLATE i ING TO COMPLY WITH SECTION 1709A:2 OF THE FLORIDA BUILDING CODE. < � O O
<br />#!2' o.Q NUT Rf1StR7t ts1 I § _..1 t_;
<br />t 4•i TAFy�P7 C V
<br />O.C. ` a.C.
<br />j ## At) WNROAt EMBEDMENT OF TAPCOH ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" AND 2' FOR FANELMATE ,-
<br />� 1 � � { t MN. THRFJ47FD Yxt` YdpOQ � Yi<#" WOOD � L
<br />I xRIERED W/ srLKtj ifOAP AT AtlO1YAITH 7 Y x 3/S2', IMR7G NUT I 7/e•I x J/32' WBtlti NUT FEMALE ID t PANELMATE PLUS. ¢ L
<br />my.. W , 1 AWV. TIBKADID , 1 MM, >t OF PLATE WASHER a a t j#' o:C: REQUIRED WASHER a (BE) _ � v
<br />' ` i�xErtiA2T1oN AT uawattt � � `' 7IG1 AT tAm'iaUnf RODO W
<br />OF PLATE Di PLATE WOOD PLAT ` i ! A?) MRRMUM EMBEDMENT OF r/S'P % 7f8" CALK -IN ANCHORS SFMV.L � IS 7j8" INTO CONCRETE, NO EMBEDMENT 8tT0
<br />/5M10 PAl1ELMAtE PLUS y #74-10 PNRLMSTE I ANY FlMsft yV..FERML SMALL Him Mw K PERMM7Fp,
<br />4' WOOD PLATE 2'xt• w000 PLATE 0 6 a
<br />�� -�� .. ILIi. THREADED PENEIRAtN1Fi } � I § ! � ,_ , MIN. i1,REA9(a PiTiETPotTgt4 [ 1 +. � ., 1/4' �h D�� 587EWAUi BOLTS tISEA SHALT. BE LONG EIKx)GN(SHW W ANY FINISH MATEt•AL. EtDST) TO ENGAGE 3/4" 1MNflyl�w
<br />_ AT MtowIDtTI OF PLATE At MarM737H � PLATE ; ; � R A T1 lj "^�
<br />A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISONG WALL OR �'�.�'�••••: l !`
<br />O RCQLa(,p� PJ�N�L SCALE 3!a'�1" FLOOR. AFRJIORS SNAdA. BE LOW ENOUGH 'tCT RDrCH THE MAIN STRUCTURE BEHIND SUCH P.M. ANGHC)RAGE SHAt.I. 3"► CEN
<br />� iN4 ,A Opf,NlNftlyfk BE AS MENT7NE0 Ri At) AND WA?). � ��
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