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<br />WITIT A MAY RE ROHIM M IJ4' AS I P IT) ANC --oft 0ONQ THRU :�� a OVAWEL mil"I 'Elma ic 011
<br />I I (liff SECHFOLILE UPP; AS TK IOUAINIAG CONTERACAM Aft - I � _A*E PFQ,ARiu PANEL VATIC PW_% WAILL ME SPACED MARINA*( 0 IT TIC Ot.
<br />: "`a, : "l "I 6 A REIII. - 17 Iiir - IPPACING ALLOWED ON
<br />I - .)
<br />I 1 (1) MAXIMPO AM PJXSWK
<br />PATIONS 0 -&G. -4d -1. � (Y - . U" IAND. ILNT'. . Loau 10 "* Al AN, (THINK
<br />� I I '" COVPUES I VHXF IT A PICTIANCTEDE, Pliama LAM" PANCI ,T4GT`A AILLOPER ON I I o) FEANANA, EaTINT PNNc, LrAcTEL 6 WALL MOUNTING II.ExAf� III. T,)
<br />I 72' ! Z _D18fr.L=mQm
<br />WALL MOUNTING I Ill 510PAL FAND, WFI-101. is oft, ALTERNATIVE ZW 1,`2 * � SHATIA C0`A`,,NL,`P jim XHIL, BE NE .P-Tm -
<br />� VT 2 TRIT"Lli"Oh, OF I 1/2' LAIM, IPACVR III ft VERY
<br />ALTERNATIVE I i - - VISTING FAXIV PRAVE - CA" 3.46. I' 1. I - �:
<br />SCALE 311F." �� W Pa1I,4i.A,PiR a" ONLY VIA PAND - ,� �._ XMIT IHE MI oll"C'Eii? M Tm I'LOING.
<br />. ZONTS , . . 3 PER - F .1,144 com
<br />i IM-ft vollitillf"A"I",
<br />I - N, - - --- - - .�t� &I
<br />. ' NOTM J# _,.-"\,\c NS ". */
<br />. e FLORIDA BUILDING COD`L (N Mg!, Vw±ccitT Mucri,0 Z1
<br />II
<br />: i
<br />NOTE F20 III : NO. 4416 '- 4m I AT20 !Mcm. - GAGE GALVANIZED STEEL STDRk1 PANEL , ,,_ ,
<br />_CQMffftAiI SE S 1 iNSTALLATION ARE ONLY VALID FC;P VAX AS. I 11
<br />DESIGN PRESSURE RAI GIHS z - 24
<br />AS PER F , � p IT Q AND PAI� E L LEN = Tir ; * , * � . --- ,
<br />TOP & BOTTOM PILHUNIINC5 CAN BE ,CHEDULES ON SHEET 3 ��XCFPI FOR = . . III I ___ __ ---I--- ----..I- .-----.-
<br />- _:�'. - , ' _�� t.:__1;t`__
<br />COMBINED IN ANY WAY TO 5J17 ANY All-ERNATE 2W') � .. STATE 0'-- 4 ;--� I., i' I I L I E C 0 , IN. L ,,., GLOBAL PROTECTICIN PRODUCTS,
<br />INSTALLATION , - '. - � _,- ,
<br />%,- -, 'Llfikli- 1� __ - I - .. , T_
<br />2 FOR NfT* WOOD FRAME CONSIFTI WOECIJ� J_. - . ...� - "� _.- --IV.- - - _A . A. IXTAE IL 1ILTI4 1 20-1 5
<br />�T
<br />I .,. -:EN`
<br />, Y4k ,&/ F;�a -.,,-- 1. _ ,... � kP"OPIXI - t"-�-$m,
<br />MEMBERS TO BE SOUTHERN PINE N. 2. IN/ SPECIFIC 1,6 f V6 .� I __ -T
<br />I DENSITY or or" __ , -_
<br />I, OR 7OLK f IT I III �
<br />IF AT l`L"_11A`E I.,,I` I, IE
<br />-,--,-,- - --- I III -1ci 44l6? -El 27-s-f! �_ "MIT 0 .!� Is
<br />-
<br />IL;m_j I "I
<br />I JILL,
<br />I SUPARAVION
<br />1__jTO -;LASS
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<br />SEPARA14ON
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<br />I I GLASS r I DIN SHEET3)
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<br />r .,zEN8?AL NOTES
<br />f__ 2
<br />(c) TQ Liv�DNC 006W� SPLJUA; _904111_.�Lm -.0.51*-9ft;
<br />I SIDRU PANEL SHOWN ON 111TIS PROVI CTAI IIATETP4 OOCLWNr (P i 1_') HAS BEEN VERIFIED FOR COMPILAIAU IN ACCORCANTIC1,
<br />IAPEON ANCHORS, AS MAMUFACIURIED ITT i.1 IN RI X. INC
<br />MD, T,ifi 7(20 (7in ED7,ON) or THE rLORGIL OU'LI)IN - Coot THIS STORM PANEL SKNI NOT RE INITALLEC AT I"
<br />r
<br />- )I*- 10 PAPELSOATIE FEMALE if) AND PANIELMATE PLUS ANCHORS- AS MANUFACTDRLD III, E;LCC CON:5TRUCIEDEF PRODUCES
<br />TfL`A`, .-i-E c<,,i- ( / a- otu-Es)
<br />_ I/.-. L5c,W:, PON, - us
<br />L.
<br />Dr�IiCiN WIV LOADS 5LIA., �A LOCEEMNED 15 PER SECTION 109 Or TiiiE ABOVE 61ENTIONED CODE FOR A a11TC AND
<br />- 7/16'0 5/8' WOOD HUSPI-ING, AS, VISIA149,11ED ITT ALL POW. SCREW. 001-T & SlitcIALT"I CO
<br />$PLED A`REQL*E-^ IIP IHL ,.LTIR�ZACTKAN WHERE STORM PANEL WILL BE IRSIALLED, AND fOR A DWC1lOk%.T'f FACTOR
<br />iIO-DID5. IISIIG ASCE Ji� If, AFIL .K�l 1� fll�'Eli "A VAOMU. IA,SD 0 DESIGN PILESSIATE RADENGS TEADVI 0- SHEETS
<br />I - 11�j 17 & It 13
<br />C 0 M1MAI DIATEACCO "ENETRII INTO WOCED at ;APCON ANCHURTS SHALL K I lo`"J' AAK.1 2* "OR FLCO PAINFLUATIL PEIA
<br />ANO PANEtJAN.E FILVAU IV
<br />IN TTEI IQ TEFENY FILE ARONTE C!fANVF04. LILITUAFF DIESIGN WIND LOA35 CEICRIMINED PER ASETT 6 SHALL DIE TORSI
<br />11,%-LO TO AS '' SIGN FrNS1L_RF PATENT; BY MULTIPLYING THEM T, 06 IN CEDER TO COMPARE THESE A/ MAX (ASO )
<br />C,2) ININFIVI THREADED FLINETRI OF _.G 5CRrW, 01TO III W= FTEAME UNIT 4i,ALJ_ BE 1 1/2- NO I.PJADEV
<br />TTESZI, P-171'surr RAIIEII INDIATCD ON F411EIS 3. 9 F4FEJ 1. A 17. 18
<br />PU%ETRA"Oh INTO STUCCO SHALL BE CON5EVERED AS PAW OF TTI REOLMM IlEiREACILD PEWETTRIVION
<br />N C,_,EP IV AR;,,. ,HAr Am,�i.rlw. uA Tills P E o AS TESTED ACRE N07 OVER S?KSSW. A 332 INI ASL ill A-LOWAIPE
<br />STRL'S FCR WIND CAL'S WAS ffin TJISE� IN III ANALYSIS FASYEENFRS `iPAI TOO WI HAS BEEN OFTERUNTO W
<br />C.J� WWVU MA 015-IM'.1 OF LAC SCREWS, �EIYC WOW SELALIL ON AS INDICATED FEE I'TiS CATIARING
<br />ACCIUKTANI All, 135 Z11I
<br />,j,RU PAII . A,C,�'r FOR %APACT AN:) .No RESISTANCE PAS BEEN ITERIIIIED Al AC��'OPDMCE 141,i SECTION 16091 2 Qf
<br />C il� MINIMUM PENWITRADON OF WOW WJSEANC S,DYI RE t/T' 1/4' v-20 SGREWN, USE0 S�j K I. 1/7, LONG MIT13MUM
<br />T'If AIXTUILIL VFKT,VITTD CODE AS PER MODITCAN ICY' L&S OF $DUN FLORIDA RET-10" #"�401-01 M40 EIECEI AS
<br />SNOV,D STUCCO EXIST, AM I' MPOWU04 FOR WALL.$ MTN No STUCCO
<br />"I �VO �," 9� 1 -1-1. C 3X-OZ 5AF-. -0 AVE-1 ILTTI- �AIY 54KTI- 1LORICA ROTTLATT #� .. .o TT_
<br />TAf20' ME, 7AS-203 PW,'XP�S AND AS PFR CiJLAT;ONS PERFORMED LET ACCOADAMCC Ill SECTION 1604 06F 'HE
<br />C 5) IN CASE ITHAT PRI STONE, OR PRECAST CONCRETE PANELS. STUCCO ON WOW BOARDS TIT FOUND ON TEW E)QSTR*C
<br />riOR.C. ",CANG 1,x�
<br />WALL ANDI40ft SHALL BE LONG ENOUGH TO IWONCH THE EVER STRUCTURE SETINW, SUCEI PANELS
<br />ANCHORAGE SEI 91 AS MENTIONED IN C 1), C 2) A C 4)
<br />2 A- AAIIUINW EXTAI TT5 RE W)61-16 &LCFY AND 1fAFrR (MIS' OTHERWISE AI ILO). Eff: TLETfrT 2
<br />(D) ANECTEGE$ SKIN, RE INSTALLED FOLLO*P,IC ALI OF THE RECOMMENDATIONS AND EFVClIXLAI1OKS OF THE ANCHOR'S FANNUFArTUEER
<br />5 Ai! A-Ift'l, SHEET METAL L'Sit, Al, CILOSOPIS SHALL 'W"t 3105-ml4 ALIOT
<br />4 All _TfL ',HIP MrAL HI SHALL lI SIMUCIVRAU OVA10Y SIM, ASTV A-453 GRADE 60 MINIMI C-60 GALVANIZED
<br />6 I'MW - ALSO PE A,ST.-_D iiiCITICTII.TTAI 1.11-44i AT6I-TAX4 OCIIA4,C SILINT. ON TCC I '•+RBIA'. 6 (�.dVIT .
<br />THROUGH 1) FVCW THAT WAIDERS(D k(D SHALL KIM Of USED
<br />SITE. ok-,,L.NAjo, 4/r 922 EAT (-TER RIL-ED]
<br />9 IT SEA'' OF THE RESPONS*kM OF THE (CONTRACTOR TO VERIFTY THE SOUNDNESS Of DE STRUCTURE THERE SHETY" IS To BE
<br />% All "�W, To IT$ STAI STffL 104 OR 316 A[Si SCRiCS OR CORROSION RESfSTAW COEATED CAR" STEEL AS PER ONE
<br />ATTACHED TO INSURE PROPER ANCHORAGE TEI SHUTr1VR SHALL ONLY K ATTACHED TO CONCRETE, 91LOCII OR INOOD STARTS
<br />OVILDIENZ
<br />T
<br />"Co 18 I - WI T 5U VELD SIRtME, 90 la, TCFESlLE STRENGTH AND STALL COMPLY W/ r(ORION &ALOWNG COO SECTION
<br />10 rAC- AfOULLAA VORV P-47L IT- LV,IcIT,d OVITTY W', T, pC" SECT4,05i 1. 2. -1 51 4 -0 A,mm.� I., � . 1. -
<br />5NEFIS k 5. 6 A 7 ArSEPECTNELY. SHALL HAVE A LrOMILE AND REACALY MSMS mAAETA4 IN0~ OR TUNANT To
<br />6 K-�TIS TO BE AFM A- 507 GALYANO-D STEEL.. OR ASJ 304 SERIES STAINLESS STEEL., WITH 36 NA, MINIMETum YIELD STFEAI
<br />SECURE PANELS WITH 4MCABLE Pt[WORCEWEAr DURING PENICIDS Of HVIRRICANIE WAft"
<br />t AENCII_.P$ TO IIAL1. SHALL HE 1% F:�JL,TI
<br />I' THE INSUILIATION CONTRACTOR IS TO SE&/CAkSL*( At, SJ4VItLR COVIDNEW COOTS WHICH REMAIN IN COVITINVOUS CONTACT VAlm
<br />THE OUkDM TO PA[YENT WIRD/FMAY *VMLr5AON
<br />W TV W KTN; PQL= CQ1,KR[7[
<br />-
<br />- I /. . I-- �,`,,HS AS N-VIALIL-0 a' I, . MT&Dt.. - I- , 3,tiz PAT)
<br />12, SICRIO IANCL 11"i"I'ATAXii S `;0.P11 Mi. IS"- ATAII . 1.3 DIViNIT.1; �_,,Tl -1 0111CIA4, MK, 4_,`K` _,:i,,,A,I
<br />- 1/1' LE , 1;P_ ZALX-Ild W�HCIRS. AS MANLIFACITARED FIT DFWALI INC
<br />PROVIDED EN THE JURADEC-04 WHERE PERMIT IS APPLIED TO
<br />- 1/4 . IF . 3/.' SOD:,] -SE' ANC -ORS. AS DISTRIBUTED 81 ML PONT SCREW, BUT & SPDCALEY Co
<br />"AL. 1'X� ,I
<br />1 3 (a) THIS PRODUCT EVAL:JAI DOCUMENT (P f o ) PREPARED 81, Tin ENGINEER IS DEAEW MD VOCS EICT PRO,IX WFORMI
<br />- #14 - ITT PANULMATE FEMALE 0 & PANTILMATE PLUS ANCHORS, AS MANCITAMIRED BY ELCO CONSTRUCII(I PROCAICIS
<br />FOR A SITE SPECIFIC PROI � c WHERE THE SITE CONDITIONS DEVIATE FIROM THE F E O
<br />. 1/4'0 �AMAC WOLIN ANCHORTF AS MMUXACYUREG BY PIEWI 44C
<br />�b� CONTRACTOR To IN RESPONSITILZ FOR THE SELOCTIC04, PURCHASE AND TiSEACLATION TECL6CAAIG UFT SAFM of TIMIS PROI
<br />A-') TALIALLAd EMBEDMENT 'W EATHCON ANCHC05 INTO POURED CONCRETE SHALL OF 1 3/4'. 2* rOR ELCO, LITMILLMArE AND
<br />EMISIU Olt THIS PE O. PNVWXD PIE/SHE DOES WT DEENAIL ffloill INS CONCF11QhS I% jAT,fU ON [195 DoLLNNNj
<br />. T /1' iI ZAAW NN--.N ANCHORS
<br />,
<br />CONSIDELICTION SAFETY At SITE IS THE OOWFACrOR*S RESTIONSIETTLIT,
<br />(0- THIS ITTIODUCT EVALUATION DOCUMENT WILL OF CONSIDERED WVAL;D IF MODIFIED
<br />A 7) CAJLK 44 A SCLr 7.1 ANCHOR', SHALL a[ EMBEDOWD 7/6" INTO THE POURED CONCRETE. NO EMBEDMENT INTO
<br />SIOCCO SHAT, K PERMITTED 1/4' P-20 SCRIM LTSED SHALL RE 1 I/2' LONG WMWLN SHOULD STUCCO EXIST,
<br />W SITE SPECIFIC PROJECTS SHILL BE PREPARED In ' A F-Lo"ICIA RE(OESTEREE, ENGINEER OR ARCHTFU 'ARCH Sir H mcultr TNT
<br />ATAD I' VIfAAi FiW IF11, HL) �II MI WI OF HFAI iIIMITINTS OR Mi. THREADED WRII */n HEAD,
<br />FiNCONIFT, OF RUCCLEED (I 0 . ` MR THE .ikI,*CT ANTE WHO - W REST F,`IiII I-F
<br />DFIT WI III HUTS
<br />PROPER USE OF THE P ED ENGINEER OF RECCAID, ACTING AS A CELFTWED DiGIFTEEN TO IK
<br />P ED ENGINEER. SHALL SUSAKI TO 'In LITER ITHE SITE SPECIFIC OPAWPICS FOR RCIA17110
<br />AT) N 'A',E T-T PRI 5PFE, PREWt CIONECPM PAII PAVERS, ',TVCCD OR *000 BOAPIr, K FOU^ ON THE
<br />LXISINC WALL 09 I LOOP, A4C-111RI IIIWI TIF LOW. FNIOLA.i TO REACH ,HE NAN" SITR�'TURIE BEHIND SUCH PANELS
<br />(*) !"S PEA $W" INEAR I"L CATE Affo ONKI SLAG ME) JIGNADIEL M THE FIRO,L�Sbxill&
<br />A��HQRAGIE SHALL ENT AS WENTIOA& il IN A 1 1 MD IN A 2)
<br />CNIONCER OF RECORD EMT PREPARED IT
<br />I Lll�""i, "FTLII�l �,�" wEF L�_w
<br />I,,i ,I�
<br />11 NA,KJ� - ACITLANNIL LAW. �, W L�.TED - . FLEFICILI LLIALIFLZ LOCAT,,00 AT ITITTIP.
<br />I
<br />- 'Hi'ARS AS MML OULDEX INC
<br />TAPICEN ANC LAClL%fD ITT
<br />PANE. SHUTTER IN ACCORDANCE WITH SECTION 1709 iti! 01 FLORIDA RKDRG CODE ONE LABEL
<br />- �/:" :
<br />"Elu.
<br />/ ' . 7/R' CAL-11, Mif-HOORIS. A� A&MIXAC'. SIT OVINALT. INC
<br />SHALL K PLACED FOR ETTERY OPCNING LABELING TO COMPLY 11474 SECTION 17099.3 Or THE
<br />- -X� , ' - . -STRI lif ALL POINT SCPFTP. MIT AT SKOLAI CO
<br />1/4' S ` ,FT MI,1TI k5 D -D
<br />FLORIDA BUILDING CCEE
<br />I
<br />. P&Wi MATE EMALE JU AAAU PANCILMATE W.VS MCII,I)AS AS .Aj1UrACT.,JPEV Ely ELCO CONSTRI,iCII P1120iIIIIIIIIII08
<br />_ ;/:'VIV1
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<br />- �I' - 7AAW_ 140VIIIN MIEORS, AS MARUFACTyF?Er ITT DEWALT. %C __ A
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<br />-, V"VL`m EALFEILMINT ITT, T4W_.O,, MCI.-'m rLCO FAMELMATM AND ZXMAC simum mc"ORIWO THE ,\�GEAIN ,.!�i FLORIDA BUILDING CODE (Non High Viii-Ily HWU ark, a
<br />" Ek,1,A TNII lxI,A,t, Fit � I-* .. �, �� - IY .'.I-'.'
<br />92i 1;ALIL - & SOLD Sf! AhCT,iI S,,ALI BE EIII 719- ,NYC THE CONCRETE BLOCK DNIT No - O.xm,*,44
<br />S - - - I
<br />67' o t 1 i1il . ...E. STEEL STORM PNOU -
<br />1, If SEDLI IlL ,;r,RkVTzQ ,YA' 9 -�O �CRDNS LSEC SHALL IF 1 12' LONG MINIMUM S,4OULD 'i to EXIST. *
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