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SCMM= FOR U2 diss 74FAI 000"I - - t,N_ TAW 0.) a 77 <br />IR;i I I t F`II *%WWI Wi <br />SDffD%U RE�f ANNCNI SPAI V a, <br />gE . .*C, 20 WE GALVANIZED STE <br />, EL O <br />2 xAi SIANCINAt, "AIN "�� <br />WN, <br />I W tit TOLLOI <br />THIS - O" ...i <br />""'O", <br />, INAMYoN To <br />'Ont'L Nto,� , yr M - � - *_-� ioRil' - ----,-.> GLOBAL PROTECTION PROIDUM, LLC. q'/tA <br />1 "NN <br />! vl.c.c OBTAINED LISAC F.cw S� - . - " 11LIECO.ii ai <br />! �Mlm 904 WWNI SIMI WDICII . I I PIT 1 6,�� � / III sl E*W <br />I LAC.AACNCFllIiWI0AY46SnAFlhI,! r "'. , ooffxmw -_ DIANE, FIL M14 <br />tot... I ­ - AN, INWWWW­ "" AWI"Now (06-0"-,S.s <br />TAP "ak M-M? 20-176 <br />- -A __ AtI - - - ITI I I PWNWc NNA <br />L . <br />I II MAL,I�hIPAL/ItthlL L*-.GW� <br />WRY" A, `ULff14 - 0I I N, __ I. � <br />, <br />- soini I uml . I 19i mv.m or <br />. I <br />LIFE - SAFETY -STORM PANEL SYSTEM. <br />T <br />; <br />it <br />Yam <br />I <br />Ei <br />• a 0110VI4 <br />SCARE <br />it ate <br />AND APA461,A, I -.--- __ - Nc. <br />( <br />FAm maw !� 1. - STORK ANEL <br />FACTORS. FOR <br />(W. <br />BE <br />. <br />" <br />Ye <br />QML hMM' YALIQ I HANG I <br />I I <br />IN 6,1 Mimi EMBEDMENT OF TAPCON 44DOM AND PAINELMAIE FEMALE 0 Bit PANELAAI Puus� TATO CONcei <br />ACCORDANCE Iiii litl 7020 I EDITION) OF THE FLORI(M, ISUWBIG. COGE- BLOry SHALL Or 1 1/4 - <br />; <br />MIGN W-0 LOAM <br />WNAMLAI EMBEDMENT Of 1/4-IN X 7/i CAV-44 ANICINCI SKALL BE IS 7/0' 04TO CONCRI I <br />FOR A WNO SPEED AS PETOL"RED ity THE JURISDOC71,01,1 *KRE THESE SHILITIVIFS *VA K INST&U7,MD NO EMBEDMENT NATO AN', nh*H Amneli SMALL Or PER10i I <br />TOR A ONPMDCNALfrYrFACIOR KWAOAS USIAC ASCE 7-16 AND SHAU 401 EXrSi THE AbUINIUM SD <br />SMALL BE: LONO UODUGH(likii MY FINISH MATERLAII EXI TO <br />VESKAN PAIMISLITATC RA <br />/4' *70 ANECAM <br />IN R TO K <br />A Ai CONDITION, LALTIMAIT Di WIND LOAM �'*IURM04D PEP Al-E 7 - h 5 <br />SANNI !IF Vii, FtE <br />STORE, (A PRECAST LOINPICRE7E PANELS liff FOUND ON THE (XIS'"ING WAII <br />COMPARE Tili I MAX <br />PRIN (AS D) Di RATINOS DICATM ON SKETS JI5 & 26 ANCHOSKI RS BE LONG ENCOUN'th TO REACH THE MAIN S"RUCTLAW SENIND SLICH PANELS ANC4DRAE;r <br />I TO %ii OF AS <br />2). <br />1 IN ONI <br />P.F.D. AS TESTED WEEK 401 OVER STRESSED A 3311; TACRIASF <br />1 'p. AllOWASUE STRESS FOR WIND LOADS WAS bM USED <br />k EMI ANIALYSA FASTENERS SPACING 10 WOW HAS SEEN <br />Qt�-Cft%VMI W <br />WITH A,OS 2015 (C� ANCHORS SMALL BE INSIALLED POLLOWI ALL OF ?ME RECOmMENDATIONIS AND SPELWcAnii of THE ANCHOR'S <br />MAMN.WACTUi <br />�­TTNRV PAINI ADEOVACY FOR NAPAC ANT FATIGUE RESISTANCE 140S BEEN OWNED ON ACCORDANCE WITM <br />1626 a <br />'PER 'T'ithilli `MDNi c <br />IDIE-AaWE MENTIONED CODE AS ATION rilli LABORATORY, NO REPORT 1 2031. AS PROTOCOLS TA5i IT 17 SHALL BE THE :li OF THE CONTRINCIPOR TO VEJi THE SOL Of THE STRI, TUNI WHERE SINUTIFER <br />1 TAS 707 *40 7A <br />PROP" ANCHORAGE li SNLIFFER S,lAj LVALY BE ATTAC40 To CONCRETE. BLOCK <br />2 THIS S`CS-EM HAS <br />14SOE Ii -Nf JU Of A LAI Oft Un THIS APP,-CAFON IS VATIC WHEN INSTAILIAT-ON, IS INTENDED VC RE INEIRFORMED 12 THE INSTALLATION CONTRACTOR IS TO SIEAL/CAULX ALL 74kfMR COMPO <br />NT EWES WHICH W-Hi 44 CONTjWUDus <br />'Rom Ti T%S,DE <br />SIRUNCTURE, CONTACT WITH THE OuXDN4r 10 PREVENT WM/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS A" AROUND FILILL <br />,TMNcTH <br />3 %rRi !DIX INSIALLATNDIN 15 APPUCABI TO S94GLL AND DOUBLE "Liti VrYLE WINDOWS *N <br />rlil INSTANIATION PS RFOVI I!:- BE <br />i'CRIIIII FROM TANI li Or STRUCTURT 13 S-10" PANEL INSTALLATION SHALL COMPLY Ml'" Sli O.DWATED IN THIS DR,AWNC rtuS ANY FITALOTIC AND lo"ING <br />REGULATIONS PROVIDED BY THE JUNRISi WHEWE PERMIT IS APPLIED 10 <br />4 X"IS 2 <br />HISTALLATION LS REQUIRED TO <br />INERIORUlli FROM THE WSIDE OF SWC'TuRE 14 ATRIUM WINDOWS AND 00095. i I - 2 NAK STORM PANEL SySTrEM- IS pi ppg" <br />I All ALUMINUM CYTIOLSIONS IC BE ii 16 ALLON AND 'EMPUR (UNI 07NERimsE NOTI It IT) rMi'S PRODUCT EVALUATION DOCUMENT 11i PREPARED WT THIS ENGINEER IS GENEW AMC OM NEI PRENAIM <br />WORMA"ON FOR A WE SPECIFIC PROJili it WHERE THE SM CONDITIONS MAIXTE FROM THE F_F0 <br />h ALL 4LIWINUM S"O7 VE70I,t <br />IM-HI4 ALLtly <br />III CONKMAi TO Or RESSNONSTEN, FOP THL;Gn011i PW.I E SULHASE, *Nf <br />INSIALLATION 44C4UDNAlG LIFE SAFM OF <br />' <br />�TIU S"'i III N`ANE�S SMAii -i4 k'STRUCT11I JQAi S7ti ASIU A-653 G.Wki: 50 Ai CL&A,M VQi SU ITTHIS PATMIX �, BASED <br />7MBSI PROVII iltii DIM NOT DEVIATE rROU " CONDFITONS DFIALED ON <br />O-Fll&IN.IlON I 58 5 AN! (AFTER AW I % TANIS DQCQMUi COMIST"LINCTION SAftFY At SITE S THE COWILACTOPIS RtSpON,S,BiUi <br />A <br />)H TIS PROGLtCj EVALUION ATDOOLMENT Vi BE ITENS"REE MAUD r WOOF* <br />- , <br />,1 <br />EC1 WHICM Will <br />ii EN:ATS TO BE 4S7 <br />WHO WILL Or RESPONSIBLE FOR THE Pi <br />" OF THE P ED. ENOINEEFT UP I ACTIZNC AS A DELECAtili ENGINEER TO rK IN E D <br />ENGINEER. SMI <br />1) ANI O *At, SPAL'- BE AS FOLLOWS SUNNI 1" NIS <br />THE SITE SPECIFIC DRAWINGS FOR REVIEW <br />IN) 1Q_L&_DNpQ6ft-,_l _. <br />ATE AND Oli SEAL AND SNG!"TURE OF THE PROrIESVOW4 ENGINEER Of <br />1,4'0 TAPCON ANI AS NMMQOA <br />PREPARED .It <br />I ' <br />"-ffl ANCAORS. AS WAIVI'ACTURI BI DE)YhT 14C (MIN l'­N%X p..) It 70i PAI' MANLJI ACTURE," LAII HSAII - 114-0 PAMIE�NAATE FFUAT[ lCl <br />AT STORM PANEL A <br />AAC,AOQS. AS ,MNLAACIUREJ By ELCO CQNSTRINcri Psk,.DLK.-M ACCCADANCWITH SECtION 1709 9_� OF P,ORIDA ORTILD"i MALL. BE CODE ONE LABEL SPLACEDli FOR OPENNNG <br />fil" -3-!i-lo p .. <br />OUILOCK ci <br />Ni APMNI EMKIP04i OIF TAPCON ANCHORS *10 POLIF! <br />[: CONCRETE SKAI BE 1 3,14' AN,) 2' (OR P-NELmATE <br />T`EANI IT; A, PA4ELMATE PL-jq p <br />kti) ANINA" CARREDI, ". Or 1/4'- - 7/9' "V-NN PW_-QR <br />S' INTO CCINCRM NO EN#Br.VNAi III plan; <br />ANY�FINI WITNI SHALL Fit RE RMPTEC f R, <br />1/4 *-.V SS SIOCIVALK BO,,TS UNEO Siik <br />BE LITING CNCU(XSWTI= A" Fj%,SI,N MATERIAL I To IFIRGA&F 1/4- "At"HAIN, <br />W7r' AJFW."CAS .00 - " comnlial <br />k! <br />[ EXIS'ti A*jL OPF / �/ii \ <br />_,,P� �, �1 <br />AN by 0 <br />. ,�, <br />Iocekri%.I�p <br />- <br />FLOCR <br />TOLL 1" ,01K. ENOU(M TO "EACH IK MAIN STRIXTURt %,,si.t lUC,Ai PANELS 04CHONIAGE SNAi_ 4'l.l` <br />*1 <br />I '. <br />. t 1 <br />: : No. 44167 <br />24x <br />� <br />IQ Qr_l ,N� �CAICft 2 <br />IL <br />L. Tit * : E <br />= I <br />- 4' 0 TAKON ANCHORS AS WANLF ACTJRED liff I <br />* BVILL'itX. INC FlUORMA BUILDING CODE (High Velocity Nut 006 Zone) <br />BQft TILIM tA <br />CALK <br />- �b` /., r <br />IN ANCHX� WANLOFACE IURT) y OSWALC T INif5 f'­10(T pe,,I I . 20 SAGE GALVAN <br />- <br />i <br />#­ -I 0 S'A`4 <br />_' ,- � F INAMA or <br />�._-" IS :1­737i - I , \ '"'"'Nee' ,, <br />PROTECTION PROIDUCTS, LLC. <br />- ,�/ T Il " S. .11 VNI. --- - <br />" I LINECOm. , <br />, FILLIP visloo a picoctrlm com�A" <br />IL 1":1 <br />2 . ANA Napi ­ NA. CNA C..,._ 10 <br />- twoltz- "N' -AP, )ars-l­ PAT -i76 <br />pt V',/3NPW,,W/oN,t C.-Ducal's n. . - Wit NANNI - ! - aft-NAA <br />mt. <br />TAA17 -, It - <br />- I - <br />I I <br />wAw; STORM -ANI, sitoft ON THIS PRODUCT rALUATION DOCUMI M ED ) 445 MEN Vi III FOR COIAIIuAlW.E <br />S.W.J. BE DEiLR%WED 4 PER SECTfUlk 16Z0OF T-t ASONT MENIONI 04L, 82,1 <br />d I/4* !-,?a SS SIDEVI BOLTS USED <br />MOOSNDNCAIED ON Ski 25 AT 26. ENGAGE 3 <br />ORS INNIFY E <br />44&-fD TO AS.D DESIGN WOO LOADS Ii MULTIPLYING THEM WT Da IN ORDER TV 1)3) IN CASE TiME PRECAST <br />(AS <br />4F916D"M IN B I) Mi " 8. <br />?c, ',"IT" THAT COMPONENTS AMC) ANKHORS ON 71-15 <br />+ <br />ACCORDANCE <br />SECTION <br />I <br />5-203 IS To LINE JLrTACK TO INSURE <br />BEEN DESIGNED TO BE MISTALLED ON T-1 OUTSIDE Or THE OPENM ACCESSING 'It OPENING FINOM THE OR WOW FRAME 91AXIFIG5 <br />NE <br />OF <br />` <br />1100 'NSIAIL-I"' IS AP-LIEABLL TO SINGLE AMC DOUBLE HUNG AND I*Wlili SLOERS STtli IFNI WHEN <br />% <br />? <br />. uSi AT C,CAURES 5HALL HAVE 3 <br />T <br />ALL <br />ON <br />,ru� b;RI M, Of SIANWENS STEEL MIA OR 316 AISI SERIES ON CORTI RESISTANT COATtr rAPWAI STEEL AS PER DW It <br />U31F W/ 50 6*- YELL STRI &IND 9D Hit, -ENSILE S'-A'MGI- A SMALL COMPII Vi rL(Ali BLI+LDi CODE SEC" 2411-1-14 fd) SRC SPII PKPAI ey A F�apjco, 4mmmi cNCw_rR OR ARCOI1 <br />4 A-3Q7 GA10MIEU 3TEE-L. N ANSI 304 SERIES STNULESS STEEL WTI,. 36 - MINIMUM HI SMNOT'� BECOME 'P" 1=1:�'lI=.1-11tl ) TO THE PROACt AND <br />. <br />LATTER <br />;'A -,al= '.) ,,KS P III SAJI NM TAE G <br />_,JVREO BY IT W BLALENEX. *C (MIN f'­3192 V,,) RECORD THAT <br />/-_ A . I/41- r <br />b.PA,NIIi - I BE LOCATED ON A Ri VISi LOCATION <br />) LASELINO TO 004,11i WITH SECTION . 70 $1 OF THE FLORIDA <br />C <br />5 S.AALLAL a IS 7; <br />. <br />, IN CASE 1�7 PRtCA!0 STONE, PRECAST C0AI`.RM PAWLS, ON PAVERS Or TOWN: ON ',i <br />C <br />, 'ANCIfORIT S <br />AS, WFNIII IN kit) AND IN A2) <br />„ <br />z.Q_- A,w <br />? <br />ORS <br />.LMII FEMALE ITT AND PANIFLUATE P,vS ANC14ONIS AS MkNLXACI{,Rf!) BY I C-ONS-RuCTION - -1 IZED STEEL STOW PANEL <br />GLOBAL <br />� <br />Y. <br />of <br />7__­ <br />1000 E-Z HANG STORM <br />PA EL,_V INTO PQQREQ CONCRETE OR CONCRETE BLOCK <br />2 <br />_, - 11 I <br />..'r I ' .W- 40� 4 "A., =IZI . <br />I (Wit � --, . 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" j .li­4__7__4,1­ ��. <br />- , <br />- - . - <br />, <br />- <br />`WT - Mi I TRUNIT TAAsiica;B, IMF <br />�, Mt tA!n, <br />/ , � I ,/ , OK INC MA, gQ�A­j �,, Z -'en'"I" <br />W =�_j - CFAWNI AAAA%NB, I Pit � .W III '-C6) - - <br />I OT IHI!Z`� M, lj�� [ --� -A.- LA, CIIMPRAA� * Ir.t <br />I : WALL AND DIRECT MOUNTING [ME, � Wil" M, � <br />I WALL MOUNTING 261, - I SECTION 2' <br />1 1 � � FLOOR TO CEILING mot ING INM BUILD -OUT MOUN <br />. <br />0 i __ SCALE 3/0.1' <br />SCAX 31B.... SECTION 3* UCTION 4' <br />_T,_ ve"INI I ;l , �� him" SCALE 3/6­ SCALE 5/ai <br />,- 0 I Ml %=F <br />I T I M. ­111`1`7 ... 11 , - - �Lj .-.q Ii __ I AN goi - T!, <br />, r. . L �6,i <br />I <br />I ­ <br />, �! 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"'"""" <br />I " <br />, _�P, ­­ . , / 11LIECOitime � C-n <br />� <br />WAX: I/r - IT VIEW - �, 2WI , 1�;_.,` <br />/ W <br />,�- 4, . <br />- ai -_ NA . - In. aftli AN, <br />A I $L%J.,.:,.,Imllo.. <br />- , , 1 !T� , 1 - !-,IMW.or" <br />1 m2M.1.4", <br />I I <br />INSTALLATION DETAILS FOR SERIES 2000 AND <br />ElsntN <br />-ice <br />- <br />t <br />- <br />• I <br />9 <br />.A­.,.�-_. <br />. <br />�,.. <br />S <br />TING INST <br />SECTION I A 1, <br />- <br />N <br />1 <br />II <br />ANY <br />ur <br />s <br />PROTECTION <br />- <br />W <br />W <br />= <br />I -ffi 0 -6-0 <br />LANA -a <br />a) c:, 0 <br />0- <br />A a <br />0 _11­0 cn :!=! <br />2 - <br />C 0 = a) <br />LAW <br />0 CD_ C 0 <br />c 0 U_ - <br />= cu <br />cn 0 > <br />.- <br />. 0- <br />CIO <br />c- M 11002 CU 8- <br />l­­­ <br />(n i< <br />�� <br />0! <br />z _ <br />L <br />rtual Rev, . <br />III . ew <br />I with t, an <br />!b 2020 a Proved <br />ra Anne hrp .?,In 7th <br />�1�a <br />, <br />cam ted ;.Ssist' Inc. <br />Edition <br />� <br />I <br />I <br />cn .- <br />" <br />QD L, <br />t <br />i <br />= , <br />1. <br />M <br />W <br />(D a <br />= <br />(I <br />.2 <br />DETAILS FOR OPTION #2 FOR LIFE SAFETY <br />EXISTING -WOOD . STRUCTURES <br />_ <br />Al WOM � PEFIrMITILPt JU 'WOOD <br />r <br />,I! <br />, I 1 2- i <br />;�. <br />, <br />.�, <br />! <br />w FIFTY, I.) - <br />I <br />�, <br />A>! <br />l <br />�-- <br />1 <br />MN <br />WALLIiIQUNTINQ INSTALLATION <br />, <br />A <br />1V BASTA,uLlIDAYS ARE ONA I tALID POP WALDO,175 "'M A,S D M" LOADS ,.. % 5i; FLORMA BUILDING CODE (High VIi Nu,ri,ti Zone) <br />PANEL'S <br />PROTECTION PRODUCTS, <br />„_,�,.. <br />- <br />COMPONEN <br />FOR-S-ERIES 2000 A 1099 E-Z HANG STORM PANELS <br />(SCALE 1/2-1-1 - 2 59i* - 1. <br />- - - - - I5 <br />Wi __ - - 2 2W-7 , ­2 5QI'- IIL- <br />- , 25W (OFFECTIVE Ali - I ;i . -2 25c'-, "y:61 <br />I - - - - l,.v,o- - - 1 3�0' - I�00' I 11 r4 <br />I - I 3FQ . <br />� �., I I <br />. I , I , <br />I I 07il- 11 075* I <br />F- - _,.�-.I�� ,-T-A­­AAAAA­i , <br />, - .yp . 2 _lW _lr "I 'L <br />I "', I � /7+----\ / . 1\ 2�0' " . I � <br />­ - ­ X _.. � 13%, I 712 <br />� I I 2501' <br />� lk 2 6S7* "", / . 11 - <br />2.�i ,ii z : ,- " [DOE - ,� . <br />� " / SAII \ / ,� ft 't 11:1 j � I I 2 244- <br />.- " room 50 WIURN DETAIL Al ' <br />- I I 1� 11 <br />�-7 \ I &AT -_ - <br />I - I A ", , <br />_,", , _'_ <br />, <br />"" � �� ' <br />- Ii - - M,�`6' - - - 2 4 7 I ----J I'll 1�1_ <br />T <br />PANE - 2,70* - q <br />" (1) REVERSED -h- <br />-, , - <br />- I - , <br />NHI S <br />,10 � <br />. - /W . - <br />. . . <br />_7� 250 . ' <br />­ <br />14 7 1. "E.MED I . - 1 <br />IF .- . I . <br />.1 _50, <br />, <br />� I %, ; <br />� <br />. ISOMETRIC ylly giii 7 cact, 1 <br />FOUNDED CIDRNER0 ENDS OF PO4EL'S <br />END LW W <br />/ MEDITAI I d , "Su <br />, ; <br />i <br />. , , -1.=-, - - __.� i I­7-:�:7=":= I 11' <br />__�� TTI (Tm) - :;' ART.__= - <br />(�) 'JAN <br />!"X57(Mi ALUM, ANQ <br />- - 125' 6067-16 hum. ALLI I <br />! <br />I <br />I <br />, <br />i I <br />I . 77= TAN-, <br />I I <br />" <br />11 <br />z p; <br />I I 1 M5- (T yp <br />el .! -, L, -*�," CE '*` - <br />\y N&F%lp <br />��l%. I <br />I 11 . t N�� <br />I / . i <br />L__ I I : L_ _...� � AT . No, 44167 - I <br />11 <br />--:= I T : !- FLORIDA BUILDING CODE (1419h V"cffy Hur,ic-orns Zorit' <br />-3. 7W. . it, I ", fAl, <br />MAI <br />��-.--.- <br />, <br />" �t , 0/a/ai <br />ADM PROTECTION PRODUCTS, LM rA"T <br />C <br />,� " <br />(2) 3*WW21.) Ai ANGLE T STOP "a <br />PIALETI ­­ <br />- , <br />... � ... ; Z, � ";_ I IT, - <br />I I' LONG , %Mf FINAL. 1, 3"'. <br />I � ATAF . - PAQAf <br />Wnil 20-176 <br />II Alum Ai A= I 1-.�r_ - ,=-. P'. "' <br />:E:.z T- <br />_ioANIP---i__�Wt -_-----i, -. <br />-".I".pI ­ -ti <br />I <br />TS <br />.196' (TOTAL <br />; <br />1 �_ _ <br />, <br />' `R-as. '11�lil --� <br />STORY PANEL <br />TRACK <br />� REVERSED 'U" TRACK <br />Elf„` <br />- <br />I L i 2000' 1' <br />I,�, , , , <br />" <br />TRACK I UH, U,/pi.g (� <br />" <br />i <br />OF 7 -j L.- P,"A' "' 20 GAGE GALVANIZED ME Si PANEL I I�, <br />,II i ; __ -, I 11LIECOu., I Ali 3 $, <br />[�`*@A-]"5. IAP I,N�*"- <br />G <br />i A' -,.PLI'll API P IF. � lc <br />I LM-D-EIAJU--EQ-R..,QP.T <br />.QN,,-.#2,-LQi�L IH-S-AFElY 519_RM__EANfL5_Y$.TE_M <br />IN.TD $Tl_N0_F_!�I.I - QONCRf.TE--Q-R.,-.C-QL4-CRETE-31QC-K --- 5 RUCIURES <br />-EXL <br />. 1. TAKD <br />.9. TIRCI14 -0.0141i <br />a I iL r, O T <br />R <br />N Ai , <br />CT,,Rf_l� WN <br />L I <br />I., CONI . OR <br />CW,RLCTi[ <br />i PEOUINI i -10,ARI <br />F <br />i c A!! <br />in - 'C - - <br />t <br />. . <br />i <br />ji - Fi �l - <br />il - <br />Cl-T <br />Ii <br />. ; <br />- . 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SCMM= FOR U2 diss 74FAI 000"I - - t,N_ TAW 0.) a 77 <br />IR;i I I t F`II *%WWI Wi <br />SDffD%U RE�f ANNCNI SPAI V a, <br />gE . .*C, 20 WE GALVANIZED STE <br />, EL O <br />2 xAi SIANCINAt, "AIN "�� <br />WN, <br />I W tit TOLLOI <br />THIS - O" ...i <br />""'O", <br />, INAMYoN To <br />'Ont'L Nto,� , yr M - � - *_-� ioRil' - ----,-.> GLOBAL PROTECTION PROIDUM, LLC. q'/tA <br />1 "NN <br />! vl.c.c OBTAINED LISAC F.cw S� - . - " 11LIECO.ii ai <br />! �Mlm 904 WWNI SIMI WDICII . I I PIT 1 6,�� � / III sl E*W <br />I LAC.AACNCFllIiWI0AY46SnAFlhI,! r "'. , ooffxmw -_ DIANE, FIL M14 <br />tot... I ­ - AN, INWWWW­ "" AWI"Now (06-0"-,S.s <br />TAP "ak M-M? 20-176 <br />- -A __ AtI - - - ITI I I PWNWc NNA <br />L . <br />I II MAL,I�hIPAL/ItthlL L*-.GW� <br />WRY" A, `ULff14 - 0I I N, __ I. � <br />, <br />- soini I uml . I 19i mv.m or <br />. I <br />LIFE - SAFETY -STORM PANEL SYSTEM. <br />T <br />; <br />it <br />Yam <br />I <br />Ei <br />• a 0110VI4 <br />SCARE <br />it ate <br />AND APA461,A, I -.--- __ - Nc. <br />( <br />FAm maw !� 1. - STORK ANEL <br />FACTORS. FOR <br />(W. <br />BE <br />. <br />" <br />Ye <br />QML hMM' YALIQ I HANG I <br />I I <br />IN 6,1 Mimi EMBEDMENT OF TAPCON 44DOM AND PAINELMAIE FEMALE 0 Bit PANELAAI Puus� TATO CONcei <br />ACCORDANCE Iiii litl 7020 I EDITION) OF THE FLORI(M, ISUWBIG. COGE- BLOry SHALL Or 1 1/4 - <br />; <br />MIGN W-0 LOAM <br />WNAMLAI EMBEDMENT Of 1/4-IN X 7/i CAV-44 ANICINCI SKALL BE IS 7/0' 04TO CONCRI I <br />FOR A WNO SPEED AS PETOL"RED ity THE JURISDOC71,01,1 *KRE THESE SHILITIVIFS *VA K INST&U7,MD NO EMBEDMENT NATO AN', nh*H Amneli SMALL Or PER10i I <br />TOR A ONPMDCNALfrYrFACIOR KWAOAS USIAC ASCE 7-16 AND SHAU 401 EXrSi THE AbUINIUM SD <br />SMALL BE: LONO UODUGH(likii MY FINISH MATERLAII EXI TO <br />VESKAN PAIMISLITATC RA <br />/4' *70 ANECAM <br />IN R TO K <br />A Ai CONDITION, LALTIMAIT Di WIND LOAM �'*IURM04D PEP Al-E 7 - h 5 <br />SANNI !IF Vii, FtE <br />STORE, (A PRECAST LOINPICRE7E PANELS liff FOUND ON THE (XIS'"ING WAII <br />COMPARE Tili I MAX <br />PRIN (AS D) Di RATINOS DICATM ON SKETS JI5 & 26 ANCHOSKI RS BE LONG ENCOUN'th TO REACH THE MAIN S"RUCTLAW SENIND SLICH PANELS ANC4DRAE;r <br />I TO %ii OF AS <br />2). <br />1 IN ONI <br />P.F.D. AS TESTED WEEK 401 OVER STRESSED A 3311; TACRIASF <br />1 'p. AllOWASUE STRESS FOR WIND LOADS WAS bM USED <br />k EMI ANIALYSA FASTENERS SPACING 10 WOW HAS SEEN <br />Qt�-Cft%VMI W <br />WITH A,OS 2015 (C� ANCHORS SMALL BE INSIALLED POLLOWI ALL OF ?ME RECOmMENDATIONIS AND SPELWcAnii of THE ANCHOR'S <br />MAMN.WACTUi <br />�­TTNRV PAINI ADEOVACY FOR NAPAC ANT FATIGUE RESISTANCE 140S BEEN OWNED ON ACCORDANCE WITM <br />1626 a <br />'PER 'T'ithilli `MDNi c <br />IDIE-AaWE MENTIONED CODE AS ATION rilli LABORATORY, NO REPORT 1 2031. AS PROTOCOLS TA5i IT 17 SHALL BE THE :li OF THE CONTRINCIPOR TO VEJi THE SOL Of THE STRI, TUNI WHERE SINUTIFER <br />1 TAS 707 *40 7A <br />PROP" ANCHORAGE li SNLIFFER S,lAj LVALY BE ATTAC40 To CONCRETE. BLOCK <br />2 THIS S`CS-EM HAS <br />14SOE Ii -Nf JU Of A LAI Oft Un THIS APP,-CAFON IS VATIC WHEN INSTAILIAT-ON, IS INTENDED VC RE INEIRFORMED 12 THE INSTALLATION CONTRACTOR IS TO SIEAL/CAULX ALL 74kfMR COMPO <br />NT EWES WHICH W-Hi 44 CONTjWUDus <br />'Rom Ti T%S,DE <br />SIRUNCTURE, CONTACT WITH THE OuXDN4r 10 PREVENT WM/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS A" AROUND FILILL <br />,TMNcTH <br />3 %rRi !DIX INSIALLATNDIN 15 APPUCABI TO S94GLL AND DOUBLE "Liti VrYLE WINDOWS *N <br />rlil INSTANIATION PS RFOVI I!:- BE <br />i'CRIIIII FROM TANI li Or STRUCTURT 13 S-10" PANEL INSTALLATION SHALL COMPLY Ml'" Sli O.DWATED IN THIS DR,AWNC rtuS ANY FITALOTIC AND lo"ING <br />REGULATIONS PROVIDED BY THE JUNRISi WHEWE PERMIT IS APPLIED 10 <br />4 X"IS 2 <br />HISTALLATION LS REQUIRED TO <br />INERIORUlli FROM THE WSIDE OF SWC'TuRE 14 ATRIUM WINDOWS AND 00095. i I - 2 NAK STORM PANEL SySTrEM- IS pi ppg" <br />I All ALUMINUM CYTIOLSIONS IC BE ii 16 ALLON AND 'EMPUR (UNI 07NERimsE NOTI It IT) rMi'S PRODUCT EVALUATION DOCUMENT 11i PREPARED WT THIS ENGINEER IS GENEW AMC OM NEI PRENAIM <br />WORMA"ON FOR A WE SPECIFIC PROJili it WHERE THE SM CONDITIONS MAIXTE FROM THE F_F0 <br />h ALL 4LIWINUM S"O7 VE70I,t <br />IM-HI4 ALLtly <br />III CONKMAi TO Or RESSNONSTEN, FOP THL;Gn011i PW.I E SULHASE, *Nf <br />INSIALLATION 44C4UDNAlG LIFE SAFM OF <br />' <br />�TIU S"'i III N`ANE�S SMAii -i4 k'STRUCT11I JQAi S7ti ASIU A-653 G.Wki: 50 Ai CL&A,M VQi SU ITTHIS PATMIX �, BASED <br />7MBSI PROVII iltii DIM NOT DEVIATE rROU " CONDFITONS DFIALED ON <br />O-Fll&IN.IlON I 58 5 AN! (AFTER AW I % TANIS DQCQMUi COMIST"LINCTION SAftFY At SITE S THE COWILACTOPIS RtSpON,S,BiUi <br />A <br />)H TIS PROGLtCj EVALUION ATDOOLMENT Vi BE ITENS"REE MAUD r WOOF* <br />- , <br />,1 <br />EC1 WHICM Will <br />ii EN:ATS TO BE 4S7 <br />WHO WILL Or RESPONSIBLE FOR THE Pi <br />" OF THE P ED. ENOINEEFT UP I ACTIZNC AS A DELECAtili ENGINEER TO rK IN E D <br />ENGINEER. SMI <br />1) ANI O *At, SPAL'- BE AS FOLLOWS SUNNI 1" NIS <br />THE SITE SPECIFIC DRAWINGS FOR REVIEW <br />IN) 1Q_L&_DNpQ6ft-,_l _. <br />ATE AND Oli SEAL AND SNG!"TURE OF THE PROrIESVOW4 ENGINEER Of <br />1,4'0 TAPCON ANI AS NMMQOA <br />PREPARED .It <br />I ' <br />"-ffl ANCAORS. AS WAIVI'ACTURI BI DE)YhT 14C (MIN l'­N%X p..) It 70i PAI' MANLJI ACTURE," LAII HSAII - 114-0 PAMIE�NAATE FFUAT[ lCl <br />AT STORM PANEL A <br />AAC,AOQS. AS ,MNLAACIUREJ By ELCO CQNSTRINcri Psk,.DLK.-M ACCCADANCWITH SECtION 1709 9_� OF P,ORIDA ORTILD"i MALL. BE CODE ONE LABEL SPLACEDli FOR OPENNNG <br />fil" -3-!i-lo p .. <br />OUILOCK ci <br />Ni APMNI EMKIP04i OIF TAPCON ANCHORS *10 POLIF! <br />[: CONCRETE SKAI BE 1 3,14' AN,) 2' (OR P-NELmATE <br />T`EANI IT; A, PA4ELMATE PL-jq p <br />kti) ANINA" CARREDI, ". Or 1/4'- - 7/9' "V-NN PW_-QR <br />S' INTO CCINCRM NO EN#Br.VNAi III plan; <br />ANY�FINI WITNI SHALL Fit RE RMPTEC f R, <br />1/4 *-.V SS SIOCIVALK BO,,TS UNEO Siik <br />BE LITING CNCU(XSWTI= A" Fj%,SI,N MATERIAL I To IFIRGA&F 1/4- "At"HAIN, <br />W7r' AJFW."CAS .00 - " comnlial <br />k! <br />[ EXIS'ti A*jL OPF / �/ii \ <br />_,,P� �, �1 <br />AN by 0 <br />. ,�, <br />Iocekri%.I�p <br />- <br />FLOCR <br />TOLL 1" ,01K. ENOU(M TO "EACH IK MAIN STRIXTURt %,,si.t lUC,Ai PANELS 04CHONIAGE SNAi_ 4'l.l` <br />*1 <br />I '. <br />. t 1 <br />: : No. 44167 <br />24x <br />� <br />IQ Qr_l ,N� �CAICft 2 <br />IL <br />L. Tit * : E <br />= I <br />- 4' 0 TAKON ANCHORS AS WANLF ACTJRED liff I <br />* BVILL'itX. INC FlUORMA BUILDING CODE (High Velocity Nut 006 Zone) <br />BQft TILIM tA <br />CALK <br />- �b` /., r <br />IN ANCHX� WANLOFACE IURT) y OSWALC T INif5 f'­10(T pe,,I I . 20 SAGE GALVAN <br />- <br />i <br />#­ -I 0 S'A`4 <br />_' ,- � F INAMA or <br />�._-" IS :1­737i - I , \ '"'"'Nee' ,, <br />PROTECTION PROIDUCTS, LLC. <br />- ,�/ T Il " S. .11 VNI. --- - <br />" I LINECOm. , <br />, FILLIP visloo a picoctrlm com�A" <br />IL 1":1 <br />2 . ANA Napi ­ NA. CNA C..,._ 10 <br />- twoltz- "N' -AP, )ars-l­ PAT -i76 <br />pt V',/3NPW,,W/oN,t C.-Ducal's n. . - Wit NANNI - ! - aft-NAA <br />mt. <br />TAA17 -, It - <br />- I - <br />I I <br />wAw; STORM -ANI, sitoft ON THIS PRODUCT rALUATION DOCUMI M ED ) 445 MEN Vi III FOR COIAIIuAlW.E <br />S.W.J. BE DEiLR%WED 4 PER SECTfUlk 16Z0OF T-t ASONT MENIONI 04L, 82,1 <br />d I/4* !-,?a SS SIDEVI BOLTS USED <br />MOOSNDNCAIED ON Ski 25 AT 26. ENGAGE 3 <br />ORS INNIFY E <br />44&-fD TO AS.D DESIGN WOO LOADS Ii MULTIPLYING THEM WT Da IN ORDER TV 1)3) IN CASE TiME PRECAST <br />(AS <br />4F916D"M IN B I) Mi " 8. <br />?c, ',"IT" THAT COMPONENTS AMC) ANKHORS ON 71-15 <br />+ <br />ACCORDANCE <br />SECTION <br />I <br />5-203 IS To LINE JLrTACK TO INSURE <br />BEEN DESIGNED TO BE MISTALLED ON T-1 OUTSIDE Or THE OPENM ACCESSING 'It OPENING FINOM THE OR WOW FRAME 91AXIFIG5 <br />NE <br />OF <br />` <br />1100 'NSIAIL-I"' IS AP-LIEABLL TO SINGLE AMC DOUBLE HUNG AND I*Wlili SLOERS STtli IFNI WHEN <br />% <br />? <br />. uSi AT C,CAURES 5HALL HAVE 3 <br />T <br />ALL <br />ON <br />,ru� b;RI M, Of SIANWENS STEEL MIA OR 316 AISI SERIES ON CORTI RESISTANT COATtr rAPWAI STEEL AS PER DW It <br />U31F W/ 50 6*- YELL STRI &IND 9D Hit, -ENSILE S'-A'MGI- A SMALL COMPII Vi rL(Ali BLI+LDi CODE SEC" 2411-1-14 fd) SRC SPII PKPAI ey A F�apjco, 4mmmi cNCw_rR OR ARCOI1 <br />4 A-3Q7 GA10MIEU 3TEE-L. N ANSI 304 SERIES STNULESS STEEL WTI,. 36 - MINIMUM HI SMNOT'� BECOME 'P" 1=1:�'lI=.1-11tl ) TO THE PROACt AND <br />. <br />LATTER <br />;'A -,al= '.) ,,KS P III SAJI NM TAE G <br />_,JVREO BY IT W BLALENEX. *C (MIN f'­3192 V,,) RECORD THAT <br />/-_ A . I/41- r <br />b.PA,NIIi - I BE LOCATED ON A Ri VISi LOCATION <br />) LASELINO TO 004,11i WITH SECTION . 70 $1 OF THE FLORIDA <br />C <br />5 S.AALLAL a IS 7; <br />. <br />, IN CASE 1�7 PRtCA!0 STONE, PRECAST C0AI`.RM PAWLS, ON PAVERS Or TOWN: ON ',i <br />C <br />, 'ANCIfORIT S <br />AS, WFNIII IN kit) AND IN A2) <br />„ <br />z.Q_- A,w <br />? <br />ORS <br />.LMII FEMALE ITT AND PANIFLUATE P,vS ANC14ONIS AS MkNLXACI{,Rf!) BY I C-ONS-RuCTION - -1 IZED STEEL STOW PANEL <br />GLOBAL <br />� <br />Y. <br />of <br />7__­ <br />1000 E-Z HANG STORM <br />PA EL,_V INTO PQQREQ CONCRETE OR CONCRETE BLOCK <br />2 <br />_, - 11 I <br />..'r I ' .W- 40� 4 "A., =IZI . <br />I (Wit � --, . A. - =) 4 IFINNA ,`NW,` - <br />- - INCIP A) -1 III - ANT IN " .. <br />TWX � PA-, <br />' - _,�) W==FNF . <br />. .1 I I � ,!!,�� 1-0 --- I. - ot e4n ") A __ 0 . ;W = <br />.11 .11 - cll� a It ACNA01TI TONI % I <br />- , - tll,;� 0 - 144 ra-f APIPNP -',. ­L__­ �� \ � i 11 Mllrj <br />i r � ------ (�) . 1 I <br />AINNIM , , - 5 1 IQ I , I �� - I <br />I .. . 41 I <br />, - - em- <br />,I, <br />� - I : --7--T'-- <br />=P`i 6 q <br />. . I , IN&W . � 11 I N. <br />I I , - i <br />I <br />- <br />11 , . I - I � =_1-1=0. : 1 0"I"i \ . I III <br />�i <br />__ ­­_ I I ._� <br />� \ 1 � , 4 NATI : I , - .1 % L , I - - <br />. - <br />iiijo 0 � � I <br />� . <br />t <br />, ; : - <br />I <br />_1�1 rWALM:i, ! I <br />i � <br />I I k .. <br />� I f K, :�_FlIb, A. I I <br />� �-�D 4 � fvw� 4 .It ./ TV - A <br />I,- I - NO . 11, , .. , � I <br />1 51 : I :r;`� <br />c", . - � -----I- ­V-1 / <br />i==�_,__�.__'7 <br />: .. 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" j .li­4__7__4,1­ ��. <br />- , <br />- - . - <br />, <br />- <br />`WT - Mi I TRUNIT TAAsiica;B, IMF <br />�, Mt tA!n, <br />/ , � I ,/ , OK INC MA, gQ�A­j �,, Z -'en'"I" <br />W =�_j - CFAWNI AAAA%NB, I Pit � .W III '-C6) - - <br />I OT IHI!Z`� M, lj�� [ --� -A.- LA, CIIMPRAA� * Ir.t <br />I : WALL AND DIRECT MOUNTING [ME, � Wil" M, � <br />I WALL MOUNTING 261, - I SECTION 2' <br />1 1 � � FLOOR TO CEILING mot ING INM BUILD -OUT MOUN <br />. <br />0 i __ SCALE 3/0.1' <br />SCAX 31B.... SECTION 3* UCTION 4' <br />_T,_ ve"INI I ;l , �� him" SCALE 3/6­ SCALE 5/ai <br />,- 0 I Ml %=F <br />I T I M. ­111`1`7 ... 11 , - - �Lj .-.q Ii __ I AN goi - T!, <br />, r. . L �6,i <br />I <br />I ­ <br />, �! 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"'"""" <br />I " <br />, _�P, ­­ . , / 11LIECOitime � C-n <br />� <br />WAX: I/r - IT VIEW - �, 2WI , 1�;_.,` <br />/ W <br />,�- 4, . <br />- ai -_ NA . - In. aftli AN, <br />A I $L%J.,.:,.,Imllo.. <br />- , , 1 !T� , 1 - !-,IMW.or" <br />1 m2M.1.4", <br />I I <br />INSTALLATION DETAILS FOR SERIES 2000 AND <br />ElsntN <br />-ice <br />- <br />t <br />- <br />• I <br />9 <br />.A­.,.�-_. <br />. <br />�,.. <br />S <br />TING INST <br />SECTION I A 1, <br />- <br />N <br />1 <br />II <br />ANY <br />ur <br />s <br />PROTECTION <br />- <br />W <br />W <br />= <br />I -ffi 0 -6-0 <br />LANA -a <br />a) c:, 0 <br />0- <br />A a <br />0 _11­0 cn :!=! <br />2 - <br />C 0 = a) <br />LAW <br />0 CD_ C 0 <br />c 0 U_ - <br />= cu <br />cn 0 > <br />.- <br />. 0- <br />CIO <br />c- M 11002 CU 8- <br />l­­­ <br />(n i< <br />�� <br />0! <br />z _ <br />L <br />rtual Rev, . <br />III . ew <br />I with t, an <br />!b 2020 a Proved <br />ra Anne hrp .?,In 7th <br />�1�a <br />, <br />cam ted ;.Ssist' Inc. <br />Edition <br />� <br />I <br />I <br />cn .- <br />" <br />QD L, <br />t <br />i <br />= , <br />1. <br />M <br />W <br />(D a <br />= <br />(I <br />.2 <br />TS <br />.196' (TOTAL <br />; <br />1 �_ _ <br />, <br />' `R-as. 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SCMM= FOR U2 diss 74FAI 000"I - - t,N_ TAW 0.) a 77 <br />IR;i I I t F`II *%WWI Wi <br />SDffD%U RE�f ANNCNI SPAI V a, <br />gE . .*C, 20 WE GALVANIZED STE <br />, EL O <br />2 xAi SIANCINAt, "AIN "�� <br />WN, <br />I W tit TOLLOI <br />THIS - O" ...i <br />""'O", <br />, INAMYoN To <br />'Ont'L Nto,� , yr M - � - *_-� ioRil' - ----,-.> GLOBAL PROTECTION PROIDUM, LLC. q'/tA <br />1 "NN <br />! vl.c.c OBTAINED LISAC F.cw S� - . - " 11LIECO.ii ai <br />! �Mlm 904 WWNI SIMI WDICII . I I PIT 1 6,�� � / III sl E*W <br />I LAC.AACNCFllIiWI0AY46SnAFlhI,! r "'. , ooffxmw -_ DIANE, FIL M14 <br />tot... I ­ - AN, INWWWW­ "" AWI"Now (06-0"-,S.s <br />TAP "ak M-M? 20-176 <br />- -A __ AtI - - - ITI I I PWNWc NNA <br />L . <br />I II MAL,I�hIPAL/ItthlL L*-.GW� <br />WRY" A, `ULff14 - 0I I N, __ I. � <br />, <br />- soini I uml . I 19i mv.m or <br />. I <br />LIFE - SAFETY -STORM PANEL SYSTEM. <br />T <br />; <br />it <br />Yam <br />I <br />Ei <br />• a 0110VI4 <br />SCARE <br />it ate <br />AND APA461,A, I -.--- __ - Nc. <br />( <br />FAm maw !� 1. - STORK ANEL <br />FACTORS. FOR <br />(W. <br />BE <br />. <br />" <br />Ye <br />QML hMM' YALIQ I HANG I <br />I I <br />IN 6,1 Mimi EMBEDMENT OF TAPCON 44DOM AND PAINELMAIE FEMALE 0 Bit PANELAAI Puus� TATO CONcei <br />ACCORDANCE Iiii litl 7020 I EDITION) OF THE FLORI(M, ISUWBIG. COGE- BLOry SHALL Or 1 1/4 - <br />; <br />MIGN W-0 LOAM <br />WNAMLAI EMBEDMENT Of 1/4-IN X 7/i CAV-44 ANICINCI SKALL BE IS 7/0' 04TO CONCRI I <br />FOR A WNO SPEED AS PETOL"RED ity THE JURISDOC71,01,1 *KRE THESE SHILITIVIFS *VA K INST&U7,MD NO EMBEDMENT NATO AN', nh*H Amneli SMALL Or PER10i I <br />TOR A ONPMDCNALfrYrFACIOR KWAOAS USIAC ASCE 7-16 AND SHAU 401 EXrSi THE AbUINIUM SD <br />SMALL BE: LONO UODUGH(likii MY FINISH MATERLAII EXI TO <br />VESKAN PAIMISLITATC RA <br />/4' *70 ANECAM <br />IN R TO K <br />A Ai CONDITION, LALTIMAIT Di WIND LOAM �'*IURM04D PEP Al-E 7 - h 5 <br />SANNI !IF Vii, FtE <br />STORE, (A PRECAST LOINPICRE7E PANELS liff FOUND ON THE (XIS'"ING WAII <br />COMPARE Tili I MAX <br />PRIN (AS D) Di RATINOS DICATM ON SKETS JI5 & 26 ANCHOSKI RS BE LONG ENCOUN'th TO REACH THE MAIN S"RUCTLAW SENIND SLICH PANELS ANC4DRAE;r <br />I TO %ii OF AS <br />2). <br />1 IN ONI <br />P.F.D. AS TESTED WEEK 401 OVER STRESSED A 3311; TACRIASF <br />1 'p. AllOWASUE STRESS FOR WIND LOADS WAS bM USED <br />k EMI ANIALYSA FASTENERS SPACING 10 WOW HAS SEEN <br />Qt�-Cft%VMI W <br />WITH A,OS 2015 (C� ANCHORS SMALL BE INSIALLED POLLOWI ALL OF ?ME RECOmMENDATIONIS AND SPELWcAnii of THE ANCHOR'S <br />MAMN.WACTUi <br />�­TTNRV PAINI ADEOVACY FOR NAPAC ANT FATIGUE RESISTANCE 140S BEEN OWNED ON ACCORDANCE WITM <br />1626 a <br />'PER 'T'ithilli `MDNi c <br />IDIE-AaWE MENTIONED CODE AS ATION rilli LABORATORY, NO REPORT 1 2031. AS PROTOCOLS TA5i IT 17 SHALL BE THE :li OF THE CONTRINCIPOR TO VEJi THE SOL Of THE STRI, TUNI WHERE SINUTIFER <br />1 TAS 707 *40 7A <br />PROP" ANCHORAGE li SNLIFFER S,lAj LVALY BE ATTAC40 To CONCRETE. BLOCK <br />2 THIS S`CS-EM HAS <br />14SOE Ii -Nf JU Of A LAI Oft Un THIS APP,-CAFON IS VATIC WHEN INSTAILIAT-ON, IS INTENDED VC RE INEIRFORMED 12 THE INSTALLATION CONTRACTOR IS TO SIEAL/CAULX ALL 74kfMR COMPO <br />NT EWES WHICH W-Hi 44 CONTjWUDus <br />'Rom Ti T%S,DE <br />SIRUNCTURE, CONTACT WITH THE OuXDN4r 10 PREVENT WM/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS A" AROUND FILILL <br />,TMNcTH <br />3 %rRi !DIX INSIALLATNDIN 15 APPUCABI TO S94GLL AND DOUBLE "Liti VrYLE WINDOWS *N <br />rlil INSTANIATION PS RFOVI I!:- BE <br />i'CRIIIII FROM TANI li Or STRUCTURT 13 S-10" PANEL INSTALLATION SHALL COMPLY Ml'" Sli O.DWATED IN THIS DR,AWNC rtuS ANY FITALOTIC AND lo"ING <br />REGULATIONS PROVIDED BY THE JUNRISi WHEWE PERMIT IS APPLIED 10 <br />4 X"IS 2 <br />HISTALLATION LS REQUIRED TO <br />INERIORUlli FROM THE WSIDE OF SWC'TuRE 14 ATRIUM WINDOWS AND 00095. i I - 2 NAK STORM PANEL SySTrEM- IS pi ppg" <br />I All ALUMINUM CYTIOLSIONS IC BE ii 16 ALLON AND 'EMPUR (UNI 07NERimsE NOTI It IT) rMi'S PRODUCT EVALUATION DOCUMENT 11i PREPARED WT THIS ENGINEER IS GENEW AMC OM NEI PRENAIM <br />WORMA"ON FOR A WE SPECIFIC PROJili it WHERE THE SM CONDITIONS MAIXTE FROM THE F_F0 <br />h ALL 4LIWINUM S"O7 VE70I,t <br />IM-HI4 ALLtly <br />III CONKMAi TO Or RESSNONSTEN, FOP THL;Gn011i PW.I E SULHASE, *Nf <br />INSIALLATION 44C4UDNAlG LIFE SAFM OF <br />' <br />�TIU S"'i III N`ANE�S SMAii -i4 k'STRUCT11I JQAi S7ti ASIU A-653 G.Wki: 50 Ai CL&A,M VQi SU ITTHIS PATMIX �, BASED <br />7MBSI PROVII iltii DIM NOT DEVIATE rROU " CONDFITONS DFIALED ON <br />O-Fll&IN.IlON I 58 5 AN! (AFTER AW I % TANIS DQCQMUi COMIST"LINCTION SAftFY At SITE S THE COWILACTOPIS RtSpON,S,BiUi <br />A <br />)H TIS PROGLtCj EVALUION ATDOOLMENT Vi BE ITENS"REE MAUD r WOOF* <br />- , <br />,1 <br />EC1 WHICM Will <br />ii EN:ATS TO BE 4S7 <br />WHO WILL Or RESPONSIBLE FOR THE Pi <br />" OF THE P ED. ENOINEEFT UP I ACTIZNC AS A DELECAtili ENGINEER TO rK IN E D <br />ENGINEER. SMI <br />1) ANI O *At, SPAL'- BE AS FOLLOWS SUNNI 1" NIS <br />THE SITE SPECIFIC DRAWINGS FOR REVIEW <br />IN) 1Q_L&_DNpQ6ft-,_l _. <br />ATE AND Oli SEAL AND SNG!"TURE OF THE PROrIESVOW4 ENGINEER Of <br />1,4'0 TAPCON ANI AS NMMQOA <br />PREPARED .It <br />I ' <br />"-ffl ANCAORS. AS WAIVI'ACTURI BI DE)YhT 14C (MIN l'­N%X p..) It 70i PAI' MANLJI ACTURE," LAII HSAII - 114-0 PAMIE�NAATE FFUAT[ lCl <br />AT STORM PANEL A <br />AAC,AOQS. AS ,MNLAACIUREJ By ELCO CQNSTRINcri Psk,.DLK.-M ACCCADANCWITH SECtION 1709 9_� OF P,ORIDA ORTILD"i MALL. BE CODE ONE LABEL SPLACEDli FOR OPENNNG <br />fil" -3-!i-lo p .. <br />OUILOCK ci <br />Ni APMNI EMKIP04i OIF TAPCON ANCHORS *10 POLIF! <br />[: CONCRETE SKAI BE 1 3,14' AN,) 2' (OR P-NELmATE <br />T`EANI IT; A, PA4ELMATE PL-jq p <br />kti) ANINA" CARREDI, ". Or 1/4'- - 7/9' "V-NN PW_-QR <br />S' INTO CCINCRM NO EN#Br.VNAi III plan; <br />ANY�FINI WITNI SHALL Fit RE RMPTEC f R, <br />1/4 *-.V SS SIOCIVALK BO,,TS UNEO Siik <br />BE LITING CNCU(XSWTI= A" Fj%,SI,N MATERIAL I To IFIRGA&F 1/4- "At"HAIN, <br />W7r' AJFW."CAS .00 - " comnlial <br />k! <br />[ EXIS'ti A*jL OPF / �/ii \ <br />_,,P� �, �1 <br />AN by 0 <br />. ,�, <br />Iocekri%.I�p <br />- <br />FLOCR <br />TOLL 1" ,01K. ENOU(M TO "EACH IK MAIN STRIXTURt %,,si.t lUC,Ai PANELS 04CHONIAGE SNAi_ 4'l.l` <br />*1 <br />I '. <br />. t 1 <br />: : No. 44167 <br />24x <br />� <br />IQ Qr_l ,N� �CAICft 2 <br />IL <br />L. Tit * : E <br />= I <br />- 4' 0 TAKON ANCHORS AS WANLF ACTJRED liff I <br />* BVILL'itX. INC FlUORMA BUILDING CODE (High Velocity Nut 006 Zone) <br />BQft TILIM tA <br />CALK <br />- �b` /., r <br />IN ANCHX� WANLOFACE IURT) y OSWALC T INif5 f'­10(T pe,,I I . 20 SAGE GALVAN <br />- <br />i <br />#­ -I 0 S'A`4 <br />_' ,- � F INAMA or <br />�._-" IS :1­737i - I , \ '"'"'Nee' ,, <br />PROTECTION PROIDUCTS, LLC. <br />- ,�/ T Il " S. .11 VNI. --- - <br />" I LINECOm. , <br />, FILLIP visloo a picoctrlm com�A" <br />IL 1":1 <br />2 . ANA Napi ­ NA. CNA C..,._ 10 <br />- twoltz- "N' -AP, )ars-l­ PAT -i76 <br />pt V',/3NPW,,W/oN,t C.-Ducal's n. . - Wit NANNI - ! - aft-NAA <br />mt. <br />TAA17 -, It - <br />- I - <br />I I <br />wAw; STORM -ANI, sitoft ON THIS PRODUCT rALUATION DOCUMI M ED ) 445 MEN Vi III FOR COIAIIuAlW.E <br />S.W.J. BE DEiLR%WED 4 PER SECTfUlk 16Z0OF T-t ASONT MENIONI 04L, 82,1 <br />d I/4* !-,?a SS SIDEVI BOLTS USED <br />MOOSNDNCAIED ON Ski 25 AT 26. ENGAGE 3 <br />ORS INNIFY E <br />44&-fD TO AS.D DESIGN WOO LOADS Ii MULTIPLYING THEM WT Da IN ORDER TV 1)3) IN CASE TiME PRECAST <br />(AS <br />4F916D"M IN B I) Mi " 8. <br />?c, ',"IT" THAT COMPONENTS AMC) ANKHORS ON 71-15 <br />+ <br />ACCORDANCE <br />SECTION <br />I <br />5-203 IS To LINE JLrTACK TO INSURE <br />BEEN DESIGNED TO BE MISTALLED ON T-1 OUTSIDE Or THE OPENM ACCESSING 'It OPENING FINOM THE OR WOW FRAME 91AXIFIG5 <br />NE <br />OF <br />` <br />1100 'NSIAIL-I"' IS AP-LIEABLL TO SINGLE AMC DOUBLE HUNG AND I*Wlili SLOERS STtli IFNI WHEN <br />% <br />? <br />. uSi AT C,CAURES 5HALL HAVE 3 <br />T <br />ALL <br />ON <br />,ru� b;RI M, Of SIANWENS STEEL MIA OR 316 AISI SERIES ON CORTI RESISTANT COATtr rAPWAI STEEL AS PER DW It <br />U31F W/ 50 6*- YELL STRI &IND 9D Hit, -ENSILE S'-A'MGI- A SMALL COMPII Vi rL(Ali BLI+LDi CODE SEC" 2411-1-14 fd) SRC SPII PKPAI ey A F�apjco, 4mmmi cNCw_rR OR ARCOI1 <br />4 A-3Q7 GA10MIEU 3TEE-L. N ANSI 304 SERIES STNULESS STEEL WTI,. 36 - MINIMUM HI SMNOT'� BECOME 'P" 1=1:�'lI=.1-11tl ) TO THE PROACt AND <br />. <br />LATTER <br />;'A -,al= '.) ,,KS P III SAJI NM TAE G <br />_,JVREO BY IT W BLALENEX. *C (MIN f'­3192 V,,) RECORD THAT <br />/-_ A . I/41- r <br />b.PA,NIIi - I BE LOCATED ON A Ri VISi LOCATION <br />) LASELINO TO 004,11i WITH SECTION . 70 $1 OF THE FLORIDA <br />C <br />5 S.AALLAL a IS 7; <br />. <br />, IN CASE 1�7 PRtCA!0 STONE, PRECAST C0AI`.RM PAWLS, ON PAVERS Or TOWN: ON ',i <br />C <br />, 'ANCIfORIT S <br />AS, WFNIII IN kit) AND IN A2) <br />„ <br />z.Q_- A,w <br />? <br />ORS <br />.LMII FEMALE ITT AND PANIFLUATE P,vS ANC14ONIS AS MkNLXACI{,Rf!) BY I C-ONS-RuCTION - -1 IZED STEEL STOW PANEL <br />GLOBAL <br />� <br />Y. <br />of <br />7__­ <br />1000 E-Z HANG STORM <br />PA EL,_V INTO PQQREQ CONCRETE OR CONCRETE BLOCK <br />2 <br />_, - 11 I <br />..'r I ' .W- 40� 4 "A., =IZI . <br />I (Wit � --, . 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I , to- <br />i <br />-IiIIIIIIIIIIIIIIi " I - � <br />1/16%101* PAI&EAAFT1 Plus W/ 1;: - , !'- PASELMATE III W/ <br />A ww ". 3/W WIND wo W&II .A/32 , ,JT oksHick <br />0 IT I/- - 0 C! Wyoi <br />POLRED LIPANCREM POLIM1, CONCRE <br />Dif CONCRETE BLOOK OR CONICRETT OCnDCX <br />KoiAK <br />D <br />WALL MOUNTING MULLABON WALL MO&IIIII <br />SECIM <br />-MOULA& EANU fflua <br />eMi <br />SCALE 3/8i oo,,,,,"li,o.#tn4,,, <br />319'. ,_ <br />61t!ii <br />AI . p <br />1 str si 'a a PC --np u*::.0Ars �,_ . *$CNN rot - I , . N/ % <br />TWO. Amauan I I# �--'�CEI,i -, <br />! SPAC,WC FOR AIST NONS ,NM NOW I .- <br />I FANNIE BULDNI AN, 'INK"i WN-0.41, <br />3 I <br />I I MANA, �MD` VACANPI <br />44167 *. 1= CODE (IIIIIp Votocity I cam Zone) <br />M =­!Cli ANT .CCAXD CA 1.09 C. *0WAW­ �!� �!) - ) - FLORIDA WELDING <br />- *: . SCMM= FOR U2 diss 74FAI 000"I - - t,N_ TAW 0.) a 77 <br />IR;i I I t F`II *%WWI Wi <br />SDffD%U RE�f ANNCNI SPAI V a, <br />gE . .*C, 20 WE GALVANIZED STE <br />, EL O <br />2 xAi SIANCINAt, "AIN "�� <br />WN, <br />I W tit TOLLOI <br />THIS - O" ...i <br />""'O", <br />, INAMYoN To <br />'Ont'L Nto,� , yr M - � - *_-� ioRil' - ----,-.> GLOBAL PROTECTION PROIDUM, LLC. q'/tA <br />1 "NN <br />! vl.c.c OBTAINED LISAC F.cw S� - . - " 11LIECO.ii ai <br />! �Mlm 904 WWNI SIMI WDICII . I I PIT 1 6,�� � / III sl E*W <br />I LAC.AACNCFllIiWI0AY46SnAFlhI,! r "'. , ooffxmw -_ DIANE, FIL M14 <br />tot... I ­ - AN, INWWWW­ "" AWI"Now (06-0"-,S.s <br />TAP "ak M-M? 20-176 <br />- -A __ AtI - - - ITI I I PWNWc NNA <br />L . <br />I II MAL,I�hIPAL/ItthlL L*-.GW� <br />WRY" A, `ULff14 - 0I I N, __ I. � <br />, <br />- soini I uml . I 19i mv.m or <br />. I <br />LIFE - SAFETY -STORM PANEL SYSTEM. <br />T <br />; <br />it <br />Yam <br />I <br />Ei <br />• a 0110VI4 <br />SCARE <br />it ate <br />AND APA461,A, I -.--- __ - Nc. <br />( <br />FAm maw !� 1. - STORK ANEL <br />FACTORS. FOR <br />(W. <br />BE <br />. <br />" <br />Ye <br />QML hMM' YALIQ I HANG I <br />I I <br />IN 6,1 Mimi EMBEDMENT OF TAPCON 44DOM AND PAINELMAIE FEMALE 0 Bit PANELAAI Puus� TATO CONcei <br />ACCORDANCE Iiii litl 7020 I EDITION) OF THE FLORI(M, ISUWBIG. COGE- BLOry SHALL Or 1 1/4 - <br />; <br />MIGN W-0 LOAM <br />WNAMLAI EMBEDMENT Of 1/4-IN X 7/i CAV-44 ANICINCI SKALL BE IS 7/0' 04TO CONCRI I <br />FOR A WNO SPEED AS PETOL"RED ity THE JURISDOC71,01,1 *KRE THESE SHILITIVIFS *VA K INST&U7,MD NO EMBEDMENT NATO AN', nh*H Amneli SMALL Or PER10i I <br />TOR A ONPMDCNALfrYrFACIOR KWAOAS USIAC ASCE 7-16 AND SHAU 401 EXrSi THE AbUINIUM SD <br />SMALL BE: LONO UODUGH(likii MY FINISH MATERLAII EXI TO <br />VESKAN PAIMISLITATC RA <br />/4' *70 ANECAM <br />IN R TO K <br />A Ai CONDITION, LALTIMAIT Di WIND LOAM �'*IURM04D PEP Al-E 7 - h 5 <br />SANNI !IF Vii, FtE <br />STORE, (A PRECAST LOINPICRE7E PANELS liff FOUND ON THE (XIS'"ING WAII <br />COMPARE Tili I MAX <br />PRIN (AS D) Di RATINOS DICATM ON SKETS JI5 & 26 ANCHOSKI RS BE LONG ENCOUN'th TO REACH THE MAIN S"RUCTLAW SENIND SLICH PANELS ANC4DRAE;r <br />I TO %ii OF AS <br />2). <br />1 IN ONI <br />P.F.D. AS TESTED WEEK 401 OVER STRESSED A 3311; TACRIASF <br />1 'p. AllOWASUE STRESS FOR WIND LOADS WAS bM USED <br />k EMI ANIALYSA FASTENERS SPACING 10 WOW HAS SEEN <br />Qt�-Cft%VMI W <br />WITH A,OS 2015 (C� ANCHORS SMALL BE INSIALLED POLLOWI ALL OF ?ME RECOmMENDATIONIS AND SPELWcAnii of THE ANCHOR'S <br />MAMN.WACTUi <br />�­TTNRV PAINI ADEOVACY FOR NAPAC ANT FATIGUE RESISTANCE 140S BEEN OWNED ON ACCORDANCE WITM <br />1626 a <br />'PER 'T'ithilli `MDNi c <br />IDIE-AaWE MENTIONED CODE AS ATION rilli LABORATORY, NO REPORT 1 2031. AS PROTOCOLS TA5i IT 17 SHALL BE THE :li OF THE CONTRINCIPOR TO VEJi THE SOL Of THE STRI, TUNI WHERE SINUTIFER <br />1 TAS 707 *40 7A <br />PROP" ANCHORAGE li SNLIFFER S,lAj LVALY BE ATTAC40 To CONCRETE. BLOCK <br />2 THIS S`CS-EM HAS <br />14SOE Ii -Nf JU Of A LAI Oft Un THIS APP,-CAFON IS VATIC WHEN INSTAILIAT-ON, IS INTENDED VC RE INEIRFORMED 12 THE INSTALLATION CONTRACTOR IS TO SIEAL/CAULX ALL 74kfMR COMPO <br />NT EWES WHICH W-Hi 44 CONTjWUDus <br />'Rom Ti T%S,DE <br />SIRUNCTURE, CONTACT WITH THE OuXDN4r 10 PREVENT WM/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS A" AROUND FILILL <br />,TMNcTH <br />3 %rRi !DIX INSIALLATNDIN 15 APPUCABI TO S94GLL AND DOUBLE "Liti VrYLE WINDOWS *N <br />rlil INSTANIATION PS RFOVI I!:- BE <br />i'CRIIIII FROM TANI li Or STRUCTURT 13 S-10" PANEL INSTALLATION SHALL COMPLY Ml'" Sli O.DWATED IN THIS DR,AWNC rtuS ANY FITALOTIC AND lo"ING <br />REGULATIONS PROVIDED BY THE JUNRISi WHEWE PERMIT IS APPLIED 10 <br />4 X"IS 2 <br />HISTALLATION LS REQUIRED TO <br />INERIORUlli FROM THE WSIDE OF SWC'TuRE 14 ATRIUM WINDOWS AND 00095. i I - 2 NAK STORM PANEL SySTrEM- IS pi ppg" <br />I All ALUMINUM CYTIOLSIONS IC BE ii 16 ALLON AND 'EMPUR (UNI 07NERimsE NOTI It IT) rMi'S PRODUCT EVALUATION DOCUMENT 11i PREPARED WT THIS ENGINEER IS GENEW AMC OM NEI PRENAIM <br />WORMA"ON FOR A WE SPECIFIC PROJili it WHERE THE SM CONDITIONS MAIXTE FROM THE F_F0 <br />h ALL 4LIWINUM S"O7 VE70I,t <br />IM-HI4 ALLtly <br />III CONKMAi TO Or RESSNONSTEN, FOP THL;Gn011i PW.I E SULHASE, *Nf <br />INSIALLATION 44C4UDNAlG LIFE SAFM OF <br />' <br />�TIU S"'i III N`ANE�S SMAii -i4 k'STRUCT11I JQAi S7ti ASIU A-653 G.Wki: 50 Ai CL&A,M VQi SU ITTHIS PATMIX �, BASED <br />7MBSI PROVII iltii DIM NOT DEVIATE rROU " CONDFITONS DFIALED ON <br />O-Fll&IN.IlON I 58 5 AN! (AFTER AW I % TANIS DQCQMUi COMIST"LINCTION SAftFY At SITE S THE COWILACTOPIS RtSpON,S,BiUi <br />A <br />)H TIS PROGLtCj EVALUION ATDOOLMENT Vi BE ITENS"REE MAUD r WOOF* <br />- , <br />,1 <br />EC1 WHICM Will <br />ii EN:ATS TO BE 4S7 <br />WHO WILL Or RESPONSIBLE FOR THE Pi <br />" OF THE P ED. ENOINEEFT UP I ACTIZNC AS A DELECAtili ENGINEER TO rK IN E D <br />ENGINEER. SMI <br />1) ANI O *At, SPAL'- BE AS FOLLOWS SUNNI 1" NIS <br />THE SITE SPECIFIC DRAWINGS FOR REVIEW <br />IN) 1Q_L&_DNpQ6ft-,_l _. <br />ATE AND Oli SEAL AND SNG!"TURE OF THE PROrIESVOW4 ENGINEER Of <br />1,4'0 TAPCON ANI AS NMMQOA <br />PREPARED .It <br />I ' <br />"-ffl ANCAORS. AS WAIVI'ACTURI BI DE)YhT 14C (MIN l'­N%X p..) It 70i PAI' MANLJI ACTURE," LAII HSAII - 114-0 PAMIE�NAATE FFUAT[ lCl <br />AT STORM PANEL A <br />AAC,AOQS. AS ,MNLAACIUREJ By ELCO CQNSTRINcri Psk,.DLK.-M ACCCADANCWITH SECtION 1709 9_� OF P,ORIDA ORTILD"i MALL. BE CODE ONE LABEL SPLACEDli FOR OPENNNG <br />fil" -3-!i-lo p .. <br />OUILOCK ci <br />Ni APMNI EMKIP04i OIF TAPCON ANCHORS *10 POLIF! <br />[: CONCRETE SKAI BE 1 3,14' AN,) 2' (OR P-NELmATE <br />T`EANI IT; A, PA4ELMATE PL-jq p <br />kti) ANINA" CARREDI, ". Or 1/4'- - 7/9' "V-NN PW_-QR <br />S' INTO CCINCRM NO EN#Br.VNAi III plan; <br />ANY�FINI WITNI SHALL Fit RE RMPTEC f R, <br />1/4 *-.V SS SIOCIVALK BO,,TS UNEO Siik <br />BE LITING CNCU(XSWTI= A" Fj%,SI,N MATERIAL I To IFIRGA&F 1/4- "At"HAIN, <br />W7r' AJFW."CAS .00 - " comnlial <br />k! <br />[ EXIS'ti A*jL OPF / �/ii \ <br />_,,P� �, �1 <br />AN by 0 <br />. ,�, <br />Iocekri%.I�p <br />- <br />FLOCR <br />TOLL 1" ,01K. ENOU(M TO "EACH IK MAIN STRIXTURt %,,si.t lUC,Ai PANELS 04CHONIAGE SNAi_ 4'l.l` <br />*1 <br />I '. <br />. t 1 <br />: : No. 44167 <br />24x <br />� <br />IQ Qr_l ,N� �CAICft 2 <br />IL <br />L. Tit * : E <br />= I <br />- 4' 0 TAKON ANCHORS AS WANLF ACTJRED liff I <br />* BVILL'itX. INC FlUORMA BUILDING CODE (High Velocity Nut 006 Zone) <br />BQft TILIM tA <br />CALK <br />- �b` /., r <br />IN ANCHX� WANLOFACE IURT) y OSWALC T INif5 f'­10(T pe,,I I . 20 SAGE GALVAN <br />- <br />i <br />#­ -I 0 S'A`4 <br />_' ,- � F INAMA or <br />�._-" IS :1­737i - I , \ '"'"'Nee' ,, <br />PROTECTION PROIDUCTS, LLC. <br />- ,�/ T Il " S. .11 VNI. --- - <br />" I LINECOm. , <br />, FILLIP visloo a picoctrlm com�A" <br />IL 1":1 <br />2 . ANA Napi ­ NA. CNA C..,._ 10 <br />- twoltz- "N' -AP, )ars-l­ PAT -i76 <br />pt V',/3NPW,,W/oN,t C.-Ducal's n. . - Wit NANNI - ! - aft-NAA <br />mt. <br />TAA17 -, It - <br />- I - <br />I I <br />wAw; STORM -ANI, sitoft ON THIS PRODUCT rALUATION DOCUMI M ED ) 445 MEN Vi III FOR COIAIIuAlW.E <br />S.W.J. BE DEiLR%WED 4 PER SECTfUlk 16Z0OF T-t ASONT MENIONI 04L, 82,1 <br />d I/4* !-,?a SS SIDEVI BOLTS USED <br />MOOSNDNCAIED ON Ski 25 AT 26. ENGAGE 3 <br />ORS INNIFY E <br />44&-fD TO AS.D DESIGN WOO LOADS Ii MULTIPLYING THEM WT Da IN ORDER TV 1)3) IN CASE TiME PRECAST <br />(AS <br />4F916D"M IN B I) Mi " 8. <br />?c, ',"IT" THAT COMPONENTS AMC) ANKHORS ON 71-15 <br />+ <br />ACCORDANCE <br />SECTION <br />I <br />5-203 IS To LINE JLrTACK TO INSURE <br />BEEN DESIGNED TO BE MISTALLED ON T-1 OUTSIDE Or THE OPENM ACCESSING 'It OPENING FINOM THE OR WOW FRAME 91AXIFIG5 <br />NE <br />OF <br />` <br />1100 'NSIAIL-I"' IS AP-LIEABLL TO SINGLE AMC DOUBLE HUNG AND I*Wlili SLOERS STtli IFNI WHEN <br />% <br />? <br />. uSi AT C,CAURES 5HALL HAVE 3 <br />T <br />ALL <br />ON <br />,ru� b;RI M, Of SIANWENS STEEL MIA OR 316 AISI SERIES ON CORTI RESISTANT COATtr rAPWAI STEEL AS PER DW It <br />U31F W/ 50 6*- YELL STRI &IND 9D Hit, -ENSILE S'-A'MGI- A SMALL COMPII Vi rL(Ali BLI+LDi CODE SEC" 2411-1-14 fd) SRC SPII PKPAI ey A F�apjco, 4mmmi cNCw_rR OR ARCOI1 <br />4 A-3Q7 GA10MIEU 3TEE-L. N ANSI 304 SERIES STNULESS STEEL WTI,. 36 - MINIMUM HI SMNOT'� BECOME 'P" 1=1:�'lI=.1-11tl ) TO THE PROACt AND <br />. <br />LATTER <br />;'A -,al= '.) ,,KS P III SAJI NM TAE G <br />_,JVREO BY IT W BLALENEX. *C (MIN f'­3192 V,,) RECORD THAT <br />/-_ A . I/41- r <br />b.PA,NIIi - I BE LOCATED ON A Ri VISi LOCATION <br />) LASELINO TO 004,11i WITH SECTION . 70 $1 OF THE FLORIDA <br />C <br />5 S.AALLAL a IS 7; <br />. <br />, IN CASE 1�7 PRtCA!0 STONE, PRECAST C0AI`.RM PAWLS, ON PAVERS Or TOWN: ON ',i <br />C <br />, 'ANCIfORIT S <br />AS, WFNIII IN kit) AND IN A2) <br />„ <br />z.Q_- A,w <br />? <br />ORS <br />.LMII FEMALE ITT AND PANIFLUATE P,vS ANC14ONIS AS MkNLXACI{,Rf!) BY I C-ONS-RuCTION - -1 IZED STEEL STOW PANEL <br />GLOBAL <br />� <br />Y. <br />of <br />7__­ <br />1000 E-Z HANG STORM <br />PA EL,_V INTO PQQREQ CONCRETE OR CONCRETE BLOCK <br />2 <br />_, - 11 I <br />..'r I ' .W- 40� 4 "A., =IZI . <br />I (Wit � --, . 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SCMM= FOR U2 diss 74FAI 000"I - - t,N_ TAW 0.) a 77 <br />IR;i I I t F`II *%WWI Wi <br />SDffD%U RE�f ANNCNI SPAI V a, <br />gE . .*C, 20 WE GALVANIZED STE <br />, EL O <br />2 xAi SIANCINAt, "AIN "�� <br />WN, <br />I W tit TOLLOI <br />THIS - O" ...i <br />""'O", <br />, INAMYoN To <br />'Ont'L Nto,� , yr M - � - *_-� ioRil' - ----,-.> GLOBAL PROTECTION PROIDUM, LLC. q'/tA <br />1 "NN <br />! vl.c.c OBTAINED LISAC F.cw S� - . - " 11LIECO.ii ai <br />! �Mlm 904 WWNI SIMI WDICII . I I PIT 1 6,�� � / III sl E*W <br />I LAC.AACNCFllIiWI0AY46SnAFlhI,! r "'. , ooffxmw -_ DIANE, FIL M14 <br />tot... I ­ - AN, INWWWW­ "" AWI"Now (06-0"-,S.s <br />TAP "ak M-M? 20-176 <br />- -A __ AtI - - - ITI I I PWNWc NNA <br />L . <br />I II MAL,I�hIPAL/ItthlL L*-.GW� <br />WRY" A, `ULff14 - 0I I N, __ I. � <br />, <br />- soini I uml . I 19i mv.m or <br />. I <br />LIFE - SAFETY -STORM PANEL SYSTEM. <br />T <br />; <br />it <br />Yam <br />I <br />Ei <br />• a 0110VI4 <br />SCARE <br />it ate <br />AND APA461,A, I -.--- __ - Nc. <br />( <br />FAm maw !� 1. - STORK ANEL <br />FACTORS. FOR <br />(W. <br />BE <br />. <br />" <br />Ye <br />QML hMM' YALIQ I HANG I <br />I I <br />IN 6,1 Mimi EMBEDMENT OF TAPCON 44DOM AND PAINELMAIE FEMALE 0 Bit PANELAAI Puus� TATO CONcei <br />ACCORDANCE Iiii litl 7020 I EDITION) OF THE FLORI(M, ISUWBIG. COGE- BLOry SHALL Or 1 1/4 - <br />; <br />MIGN W-0 LOAM <br />WNAMLAI EMBEDMENT Of 1/4-IN X 7/i CAV-44 ANICINCI SKALL BE IS 7/0' 04TO CONCRI I <br />FOR A WNO SPEED AS PETOL"RED ity THE JURISDOC71,01,1 *KRE THESE SHILITIVIFS *VA K INST&U7,MD NO EMBEDMENT NATO AN', nh*H Amneli SMALL Or PER10i I <br />TOR A ONPMDCNALfrYrFACIOR KWAOAS USIAC ASCE 7-16 AND SHAU 401 EXrSi THE AbUINIUM SD <br />SMALL BE: LONO UODUGH(likii MY FINISH MATERLAII EXI TO <br />VESKAN PAIMISLITATC RA <br />/4' *70 ANECAM <br />IN R TO K <br />A Ai CONDITION, LALTIMAIT Di WIND LOAM �'*IURM04D PEP Al-E 7 - h 5 <br />SANNI !IF Vii, FtE <br />STORE, (A PRECAST LOINPICRE7E PANELS liff FOUND ON THE (XIS'"ING WAII <br />COMPARE Tili I MAX <br />PRIN (AS D) Di RATINOS DICATM ON SKETS JI5 & 26 ANCHOSKI RS BE LONG ENCOUN'th TO REACH THE MAIN S"RUCTLAW SENIND SLICH PANELS ANC4DRAE;r <br />I TO %ii OF AS <br />2). <br />1 IN ONI <br />P.F.D. AS TESTED WEEK 401 OVER STRESSED A 3311; TACRIASF <br />1 'p. AllOWASUE STRESS FOR WIND LOADS WAS bM USED <br />k EMI ANIALYSA FASTENERS SPACING 10 WOW HAS SEEN <br />Qt�-Cft%VMI W <br />WITH A,OS 2015 (C� ANCHORS SMALL BE INSIALLED POLLOWI ALL OF ?ME RECOmMENDATIONIS AND SPELWcAnii of THE ANCHOR'S <br />MAMN.WACTUi <br />�­TTNRV PAINI ADEOVACY FOR NAPAC ANT FATIGUE RESISTANCE 140S BEEN OWNED ON ACCORDANCE WITM <br />1626 a <br />'PER 'T'ithilli `MDNi c <br />IDIE-AaWE MENTIONED CODE AS ATION rilli LABORATORY, NO REPORT 1 2031. AS PROTOCOLS TA5i IT 17 SHALL BE THE :li OF THE CONTRINCIPOR TO VEJi THE SOL Of THE STRI, TUNI WHERE SINUTIFER <br />1 TAS 707 *40 7A <br />PROP" ANCHORAGE li SNLIFFER S,lAj LVALY BE ATTAC40 To CONCRETE. BLOCK <br />2 THIS S`CS-EM HAS <br />14SOE Ii -Nf JU Of A LAI Oft Un THIS APP,-CAFON IS VATIC WHEN INSTAILIAT-ON, IS INTENDED VC RE INEIRFORMED 12 THE INSTALLATION CONTRACTOR IS TO SIEAL/CAULX ALL 74kfMR COMPO <br />NT EWES WHICH W-Hi 44 CONTjWUDus <br />'Rom Ti T%S,DE <br />SIRUNCTURE, CONTACT WITH THE OuXDN4r 10 PREVENT WM/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS A" AROUND FILILL <br />,TMNcTH <br />3 %rRi !DIX INSIALLATNDIN 15 APPUCABI TO S94GLL AND DOUBLE "Liti VrYLE WINDOWS *N <br />rlil INSTANIATION PS RFOVI I!:- BE <br />i'CRIIIII FROM TANI li Or STRUCTURT 13 S-10" PANEL INSTALLATION SHALL COMPLY Ml'" Sli O.DWATED IN THIS DR,AWNC rtuS ANY FITALOTIC AND lo"ING <br />REGULATIONS PROVIDED BY THE JUNRISi WHEWE PERMIT IS APPLIED 10 <br />4 X"IS 2 <br />HISTALLATION LS REQUIRED TO <br />INERIORUlli FROM THE WSIDE OF SWC'TuRE 14 ATRIUM WINDOWS AND 00095. i I - 2 NAK STORM PANEL SySTrEM- IS pi ppg" <br />I All ALUMINUM CYTIOLSIONS IC BE ii 16 ALLON AND 'EMPUR (UNI 07NERimsE NOTI It IT) rMi'S PRODUCT EVALUATION DOCUMENT 11i PREPARED WT THIS ENGINEER IS GENEW AMC OM NEI PRENAIM <br />WORMA"ON FOR A WE SPECIFIC PROJili it WHERE THE SM CONDITIONS MAIXTE FROM THE F_F0 <br />h ALL 4LIWINUM S"O7 VE70I,t <br />IM-HI4 ALLtly <br />III CONKMAi TO Or RESSNONSTEN, FOP THL;Gn011i PW.I E SULHASE, *Nf <br />INSIALLATION 44C4UDNAlG LIFE SAFM OF <br />' <br />�TIU S"'i III N`ANE�S SMAii -i4 k'STRUCT11I JQAi S7ti ASIU A-653 G.Wki: 50 Ai CL&A,M VQi SU ITTHIS PATMIX �, BASED <br />7MBSI PROVII iltii DIM NOT DEVIATE rROU " CONDFITONS DFIALED ON <br />O-Fll&IN.IlON I 58 5 AN! (AFTER AW I % TANIS DQCQMUi COMIST"LINCTION SAftFY At SITE S THE COWILACTOPIS RtSpON,S,BiUi <br />A <br />)H TIS PROGLtCj EVALUION ATDOOLMENT Vi BE ITENS"REE MAUD r WOOF* <br />- , <br />,1 <br />EC1 WHICM Will <br />ii EN:ATS TO BE 4S7 <br />WHO WILL Or RESPONSIBLE FOR THE Pi <br />" OF THE P ED. ENOINEEFT UP I ACTIZNC AS A DELECAtili ENGINEER TO rK IN E D <br />ENGINEER. SMI <br />1) ANI O *At, SPAL'- BE AS FOLLOWS SUNNI 1" NIS <br />THE SITE SPECIFIC DRAWINGS FOR REVIEW <br />IN) 1Q_L&_DNpQ6ft-,_l _. <br />ATE AND Oli SEAL AND SNG!"TURE OF THE PROrIESVOW4 ENGINEER Of <br />1,4'0 TAPCON ANI AS NMMQOA <br />PREPARED .It <br />I ' <br />"-ffl ANCAORS. AS WAIVI'ACTURI BI DE)YhT 14C (MIN l'­N%X p..) It 70i PAI' MANLJI ACTURE," LAII HSAII - 114-0 PAMIE�NAATE FFUAT[ lCl <br />AT STORM PANEL A <br />AAC,AOQS. AS ,MNLAACIUREJ By ELCO CQNSTRINcri Psk,.DLK.-M ACCCADANCWITH SECtION 1709 9_� OF P,ORIDA ORTILD"i MALL. BE CODE ONE LABEL SPLACEDli FOR OPENNNG <br />fil" -3-!i-lo p .. <br />OUILOCK ci <br />Ni APMNI EMKIP04i OIF TAPCON ANCHORS *10 POLIF! <br />[: CONCRETE SKAI BE 1 3,14' AN,) 2' (OR P-NELmATE <br />T`EANI IT; A, PA4ELMATE PL-jq p <br />kti) ANINA" CARREDI, ". Or 1/4'- - 7/9' "V-NN PW_-QR <br />S' INTO CCINCRM NO EN#Br.VNAi III plan; <br />ANY�FINI WITNI SHALL Fit RE RMPTEC f R, <br />1/4 *-.V SS SIOCIVALK BO,,TS UNEO Siik <br />BE LITING CNCU(XSWTI= A" Fj%,SI,N MATERIAL I To IFIRGA&F 1/4- "At"HAIN, <br />W7r' AJFW."CAS .00 - " comnlial <br />k! <br />[ EXIS'ti A*jL OPF / �/ii \ <br />_,,P� �, �1 <br />AN by 0 <br />. ,�, <br />Iocekri%.I�p <br />- <br />FLOCR <br />TOLL 1" ,01K. ENOU(M TO "EACH IK MAIN STRIXTURt %,,si.t lUC,Ai PANELS 04CHONIAGE SNAi_ 4'l.l` <br />*1 <br />I '. <br />. t 1 <br />: : No. 44167 <br />24x <br />� <br />IQ Qr_l ,N� �CAICft 2 <br />IL <br />L. Tit * : E <br />= I <br />- 4' 0 TAKON ANCHORS AS WANLF ACTJRED liff I <br />* BVILL'itX. INC FlUORMA BUILDING CODE (High Velocity Nut 006 Zone) <br />BQft TILIM tA <br />CALK <br />- �b` /., r <br />IN ANCHX� WANLOFACE IURT) y OSWALC T INif5 f'­10(T pe,,I I . 20 SAGE GALVAN <br />- <br />i <br />#­ -I 0 S'A`4 <br />_' ,- � F INAMA or <br />�._-" IS :1­737i - I , \ '"'"'Nee' ,, <br />PROTECTION PROIDUCTS, LLC. <br />- ,�/ T Il " S. .11 VNI. --- - <br />" I LINECOm. , <br />, FILLIP visloo a picoctrlm com�A" <br />IL 1":1 <br />2 . ANA Napi ­ NA. CNA C..,._ 10 <br />- twoltz- "N' -AP, )ars-l­ PAT -i76 <br />pt V',/3NPW,,W/oN,t C.-Ducal's n. . - Wit NANNI - ! - aft-NAA <br />mt. <br />TAA17 -, It - <br />- I - <br />I I <br />wAw; STORM -ANI, sitoft ON THIS PRODUCT rALUATION DOCUMI M ED ) 445 MEN Vi III FOR COIAIIuAlW.E <br />S.W.J. BE DEiLR%WED 4 PER SECTfUlk 16Z0OF T-t ASONT MENIONI 04L, 82,1 <br />d I/4* !-,?a SS SIDEVI BOLTS USED <br />MOOSNDNCAIED ON Ski 25 AT 26. ENGAGE 3 <br />ORS INNIFY E <br />44&-fD TO AS.D DESIGN WOO LOADS Ii MULTIPLYING THEM WT Da IN ORDER TV 1)3) IN CASE TiME PRECAST <br />(AS <br />4F916D"M IN B I) Mi " 8. <br />?c, ',"IT" THAT COMPONENTS AMC) ANKHORS ON 71-15 <br />+ <br />ACCORDANCE <br />SECTION <br />I <br />5-203 IS To LINE JLrTACK TO INSURE <br />BEEN DESIGNED TO BE MISTALLED ON T-1 OUTSIDE Or THE OPENM ACCESSING 'It OPENING FINOM THE OR WOW FRAME 91AXIFIG5 <br />NE <br />OF <br />` <br />1100 'NSIAIL-I"' IS AP-LIEABLL TO SINGLE AMC DOUBLE HUNG AND I*Wlili SLOERS STtli IFNI WHEN <br />% <br />? <br />. uSi AT C,CAURES 5HALL HAVE 3 <br />T <br />ALL <br />ON <br />,ru� b;RI M, Of SIANWENS STEEL MIA OR 316 AISI SERIES ON CORTI RESISTANT COATtr rAPWAI STEEL AS PER DW It <br />U31F W/ 50 6*- YELL STRI &IND 9D Hit, -ENSILE S'-A'MGI- A SMALL COMPII Vi rL(Ali BLI+LDi CODE SEC" 2411-1-14 fd) SRC SPII PKPAI ey A F�apjco, 4mmmi cNCw_rR OR ARCOI1 <br />4 A-3Q7 GA10MIEU 3TEE-L. N ANSI 304 SERIES STNULESS STEEL WTI,. 36 - MINIMUM HI SMNOT'� BECOME 'P" 1=1:�'lI=.1-11tl ) TO THE PROACt AND <br />. <br />LATTER <br />;'A -,al= '.) ,,KS P III SAJI NM TAE G <br />_,JVREO BY IT W BLALENEX. *C (MIN f'­3192 V,,) RECORD THAT <br />/-_ A . I/41- r <br />b.PA,NIIi - I BE LOCATED ON A Ri VISi LOCATION <br />) LASELINO TO 004,11i WITH SECTION . 70 $1 OF THE FLORIDA <br />C <br />5 S.AALLAL a IS 7; <br />. <br />, IN CASE 1�7 PRtCA!0 STONE, PRECAST C0AI`.RM PAWLS, ON PAVERS Or TOWN: ON ',i <br />C <br />, 'ANCIfORIT S <br />AS, WFNIII IN kit) AND IN A2) <br />„ <br />z.Q_- A,w <br />? <br />ORS <br />.LMII FEMALE ITT AND PANIFLUATE P,vS ANC14ONIS AS MkNLXACI{,Rf!) BY I C-ONS-RuCTION - -1 IZED STEEL STOW PANEL <br />GLOBAL <br />� <br />Y. <br />of <br />7__­ <br />1000 E-Z HANG STORM <br />PA EL,_V INTO PQQREQ CONCRETE OR CONCRETE BLOCK <br />2 <br />_, - 11 I <br />..'r I ' .W- 40� 4 "A., =IZI . <br />I (Wit � --, . 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SCMM= FOR U2 diss 74FAI 000"I - - t,N_ TAW 0.) a 77 <br />IR;i I I t F`II *%WWI Wi <br />SDffD%U RE�f ANNCNI SPAI V a, <br />gE . .*C, 20 WE GALVANIZED STE <br />, EL O <br />2 xAi SIANCINAt, "AIN "�� <br />WN, <br />I W tit TOLLOI <br />THIS - O" ...i <br />""'O", <br />, INAMYoN To <br />'Ont'L Nto,� , yr M - � - *_-� ioRil' - ----,-.> GLOBAL PROTECTION PROIDUM, LLC. q'/tA <br />1 "NN <br />! vl.c.c OBTAINED LISAC F.cw S� - . - " 11LIECO.ii ai <br />! �Mlm 904 WWNI SIMI WDICII . I I PIT 1 6,�� � / III sl E*W <br />I LAC.AACNCFllIiWI0AY46SnAFlhI,! r "'. , ooffxmw -_ DIANE, FIL M14 <br />tot... I ­ - AN, INWWWW­ "" AWI"Now (06-0"-,S.s <br />TAP "ak M-M? 20-176 <br />- -A __ AtI - - - ITI I I PWNWc NNA <br />L . <br />I II MAL,I�hIPAL/ItthlL L*-.GW� <br />WRY" A, `ULff14 - 0I I N, __ I. � <br />, <br />- soini I uml . I 19i mv.m or <br />. I <br />LIFE - SAFETY -STORM PANEL SYSTEM. <br />T <br />; <br />it <br />Yam <br />I <br />Ei <br />• a 0110VI4 <br />SCARE <br />it ate <br />AND APA461,A, I -.--- __ - Nc. <br />( <br />FAm maw !� 1. - STORK ANEL <br />FACTORS. FOR <br />(W. <br />BE <br />. <br />" <br />Ye <br />QML hMM' YALIQ I HANG I <br />I I <br />IN 6,1 Mimi EMBEDMENT OF TAPCON 44DOM AND PAINELMAIE FEMALE 0 Bit PANELAAI Puus� TATO CONcei <br />ACCORDANCE Iiii litl 7020 I EDITION) OF THE FLORI(M, ISUWBIG. COGE- BLOry SHALL Or 1 1/4 - <br />; <br />MIGN W-0 LOAM <br />WNAMLAI EMBEDMENT Of 1/4-IN X 7/i CAV-44 ANICINCI SKALL BE IS 7/0' 04TO CONCRI I <br />FOR A WNO SPEED AS PETOL"RED ity THE JURISDOC71,01,1 *KRE THESE SHILITIVIFS *VA K INST&U7,MD NO EMBEDMENT NATO AN', nh*H Amneli SMALL Or PER10i I <br />TOR A ONPMDCNALfrYrFACIOR KWAOAS USIAC ASCE 7-16 AND SHAU 401 EXrSi THE AbUINIUM SD <br />SMALL BE: LONO UODUGH(likii MY FINISH MATERLAII EXI TO <br />VESKAN PAIMISLITATC RA <br />/4' *70 ANECAM <br />IN R TO K <br />A Ai CONDITION, LALTIMAIT Di WIND LOAM �'*IURM04D PEP Al-E 7 - h 5 <br />SANNI !IF Vii, FtE <br />STORE, (A PRECAST LOINPICRE7E PANELS liff FOUND ON THE (XIS'"ING WAII <br />COMPARE Tili I MAX <br />PRIN (AS D) Di RATINOS DICATM ON SKETS JI5 & 26 ANCHOSKI RS BE LONG ENCOUN'th TO REACH THE MAIN S"RUCTLAW SENIND SLICH PANELS ANC4DRAE;r <br />I TO %ii OF AS <br />2). <br />1 IN ONI <br />P.F.D. AS TESTED WEEK 401 OVER STRESSED A 3311; TACRIASF <br />1 'p. AllOWASUE STRESS FOR WIND LOADS WAS bM USED <br />k EMI ANIALYSA FASTENERS SPACING 10 WOW HAS SEEN <br />Qt�-Cft%VMI W <br />WITH A,OS 2015 (C� ANCHORS SMALL BE INSIALLED POLLOWI ALL OF ?ME RECOmMENDATIONIS AND SPELWcAnii of THE ANCHOR'S <br />MAMN.WACTUi <br />�­TTNRV PAINI ADEOVACY FOR NAPAC ANT FATIGUE RESISTANCE 140S BEEN OWNED ON ACCORDANCE WITM <br />1626 a <br />'PER 'T'ithilli `MDNi c <br />IDIE-AaWE MENTIONED CODE AS ATION rilli LABORATORY, NO REPORT 1 2031. AS PROTOCOLS TA5i IT 17 SHALL BE THE :li OF THE CONTRINCIPOR TO VEJi THE SOL Of THE STRI, TUNI WHERE SINUTIFER <br />1 TAS 707 *40 7A <br />PROP" ANCHORAGE li SNLIFFER S,lAj LVALY BE ATTAC40 To CONCRETE. BLOCK <br />2 THIS S`CS-EM HAS <br />14SOE Ii -Nf JU Of A LAI Oft Un THIS APP,-CAFON IS VATIC WHEN INSTAILIAT-ON, IS INTENDED VC RE INEIRFORMED 12 THE INSTALLATION CONTRACTOR IS TO SIEAL/CAULX ALL 74kfMR COMPO <br />NT EWES WHICH W-Hi 44 CONTjWUDus <br />'Rom Ti T%S,DE <br />SIRUNCTURE, CONTACT WITH THE OuXDN4r 10 PREVENT WM/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS A" AROUND FILILL <br />,TMNcTH <br />3 %rRi !DIX INSIALLATNDIN 15 APPUCABI TO S94GLL AND DOUBLE "Liti VrYLE WINDOWS *N <br />rlil INSTANIATION PS RFOVI I!:- BE <br />i'CRIIIII FROM TANI li Or STRUCTURT 13 S-10" PANEL INSTALLATION SHALL COMPLY Ml'" Sli O.DWATED IN THIS DR,AWNC rtuS ANY FITALOTIC AND lo"ING <br />REGULATIONS PROVIDED BY THE JUNRISi WHEWE PERMIT IS APPLIED 10 <br />4 X"IS 2 <br />HISTALLATION LS REQUIRED TO <br />INERIORUlli FROM THE WSIDE OF SWC'TuRE 14 ATRIUM WINDOWS AND 00095. i I - 2 NAK STORM PANEL SySTrEM- IS pi ppg" <br />I All ALUMINUM CYTIOLSIONS IC BE ii 16 ALLON AND 'EMPUR (UNI 07NERimsE NOTI It IT) rMi'S PRODUCT EVALUATION DOCUMENT 11i PREPARED WT THIS ENGINEER IS GENEW AMC OM NEI PRENAIM <br />WORMA"ON FOR A WE SPECIFIC PROJili it WHERE THE SM CONDITIONS MAIXTE FROM THE F_F0 <br />h ALL 4LIWINUM S"O7 VE70I,t <br />IM-HI4 ALLtly <br />III CONKMAi TO Or RESSNONSTEN, FOP THL;Gn011i PW.I E SULHASE, *Nf <br />INSIALLATION 44C4UDNAlG LIFE SAFM OF <br />' <br />�TIU S"'i III N`ANE�S SMAii -i4 k'STRUCT11I JQAi S7ti ASIU A-653 G.Wki: 50 Ai CL&A,M VQi SU ITTHIS PATMIX �, BASED <br />7MBSI PROVII iltii DIM NOT DEVIATE rROU " CONDFITONS DFIALED ON <br />O-Fll&IN.IlON I 58 5 AN! (AFTER AW I % TANIS DQCQMUi COMIST"LINCTION SAftFY At SITE S THE COWILACTOPIS RtSpON,S,BiUi <br />A <br />)H TIS PROGLtCj EVALUION ATDOOLMENT Vi BE ITENS"REE MAUD r WOOF* <br />- , <br />,1 <br />EC1 WHICM Will <br />ii EN:ATS TO BE 4S7 <br />WHO WILL Or RESPONSIBLE FOR THE Pi <br />" OF THE P ED. ENOINEEFT UP I ACTIZNC AS A DELECAtili ENGINEER TO rK IN E D <br />ENGINEER. SMI <br />1) ANI O *At, SPAL'- BE AS FOLLOWS SUNNI 1" NIS <br />THE SITE SPECIFIC DRAWINGS FOR REVIEW <br />IN) 1Q_L&_DNpQ6ft-,_l _. <br />ATE AND Oli SEAL AND SNG!"TURE OF THE PROrIESVOW4 ENGINEER Of <br />1,4'0 TAPCON ANI AS NMMQOA <br />PREPARED .It <br />I ' <br />"-ffl ANCAORS. AS WAIVI'ACTURI BI DE)YhT 14C (MIN l'­N%X p..) It 70i PAI' MANLJI ACTURE," LAII HSAII - 114-0 PAMIE�NAATE FFUAT[ lCl <br />AT STORM PANEL A <br />AAC,AOQS. AS ,MNLAACIUREJ By ELCO CQNSTRINcri Psk,.DLK.-M ACCCADANCWITH SECtION 1709 9_� OF P,ORIDA ORTILD"i MALL. BE CODE ONE LABEL SPLACEDli FOR OPENNNG <br />fil" -3-!i-lo p .. <br />OUILOCK ci <br />Ni APMNI EMKIP04i OIF TAPCON ANCHORS *10 POLIF! <br />[: CONCRETE SKAI BE 1 3,14' AN,) 2' (OR P-NELmATE <br />T`EANI IT; A, PA4ELMATE PL-jq p <br />kti) ANINA" CARREDI, ". Or 1/4'- - 7/9' "V-NN PW_-QR <br />S' INTO CCINCRM NO EN#Br.VNAi III plan; <br />ANY�FINI WITNI SHALL Fit RE RMPTEC f R, <br />1/4 *-.V SS SIOCIVALK BO,,TS UNEO Siik <br />BE LITING CNCU(XSWTI= A" Fj%,SI,N MATERIAL I To IFIRGA&F 1/4- "At"HAIN, <br />W7r' AJFW."CAS .00 - " comnlial <br />k! <br />[ EXIS'ti A*jL OPF / �/ii \ <br />_,,P� �, �1 <br />AN by 0 <br />. ,�, <br />Iocekri%.I�p <br />- <br />FLOCR <br />TOLL 1" ,01K. ENOU(M TO "EACH IK MAIN STRIXTURt %,,si.t lUC,Ai PANELS 04CHONIAGE SNAi_ 4'l.l` <br />*1 <br />I '. <br />. t 1 <br />: : No. 44167 <br />24x <br />� <br />IQ Qr_l ,N� �CAICft 2 <br />IL <br />L. Tit * : E <br />= I <br />- 4' 0 TAKON ANCHORS AS WANLF ACTJRED liff I <br />* BVILL'itX. INC FlUORMA BUILDING CODE (High Velocity Nut 006 Zone) <br />BQft TILIM tA <br />CALK <br />- �b` /., r <br />IN ANCHX� WANLOFACE IURT) y OSWALC T INif5 f'­10(T pe,,I I . 20 SAGE GALVAN <br />- <br />i <br />#­ -I 0 S'A`4 <br />_' ,- � F INAMA or <br />�._-" IS :1­737i - I , \ '"'"'Nee' ,, <br />PROTECTION PROIDUCTS, LLC. <br />- ,�/ T Il " S. .11 VNI. --- - <br />" I LINECOm. , <br />, FILLIP visloo a picoctrlm com�A" <br />IL 1":1 <br />2 . ANA Napi ­ NA. CNA C..,._ 10 <br />- twoltz- "N' -AP, )ars-l­ PAT -i76 <br />pt V',/3NPW,,W/oN,t C.-Ducal's n. . - Wit NANNI - ! - aft-NAA <br />mt. <br />TAA17 -, It - <br />- I - <br />I I <br />wAw; STORM -ANI, sitoft ON THIS PRODUCT rALUATION DOCUMI M ED ) 445 MEN Vi III FOR COIAIIuAlW.E <br />S.W.J. BE DEiLR%WED 4 PER SECTfUlk 16Z0OF T-t ASONT MENIONI 04L, 82,1 <br />d I/4* !-,?a SS SIDEVI BOLTS USED <br />MOOSNDNCAIED ON Ski 25 AT 26. ENGAGE 3 <br />ORS INNIFY E <br />44&-fD TO AS.D DESIGN WOO LOADS Ii MULTIPLYING THEM WT Da IN ORDER TV 1)3) IN CASE TiME PRECAST <br />(AS <br />4F916D"M IN B I) Mi " 8. <br />?c, ',"IT" THAT COMPONENTS AMC) ANKHORS ON 71-15 <br />+ <br />ACCORDANCE <br />SECTION <br />I <br />5-203 IS To LINE JLrTACK TO INSURE <br />BEEN DESIGNED TO BE MISTALLED ON T-1 OUTSIDE Or THE OPENM ACCESSING 'It OPENING FINOM THE OR WOW FRAME 91AXIFIG5 <br />NE <br />OF <br />` <br />1100 'NSIAIL-I"' IS AP-LIEABLL TO SINGLE AMC DOUBLE HUNG AND I*Wlili SLOERS STtli IFNI WHEN <br />% <br />? <br />. uSi AT C,CAURES 5HALL HAVE 3 <br />T <br />ALL <br />ON <br />,ru� b;RI M, Of SIANWENS STEEL MIA OR 316 AISI SERIES ON CORTI RESISTANT COATtr rAPWAI STEEL AS PER DW It <br />U31F W/ 50 6*- YELL STRI &IND 9D Hit, -ENSILE S'-A'MGI- A SMALL COMPII Vi rL(Ali BLI+LDi CODE SEC" 2411-1-14 fd) SRC SPII PKPAI ey A F�apjco, 4mmmi cNCw_rR OR ARCOI1 <br />4 A-3Q7 GA10MIEU 3TEE-L. N ANSI 304 SERIES STNULESS STEEL WTI,. 36 - MINIMUM HI SMNOT'� BECOME 'P" 1=1:�'lI=.1-11tl ) TO THE PROACt AND <br />. <br />LATTER <br />;'A -,al= '.) ,,KS P III SAJI NM TAE G <br />_,JVREO BY IT W BLALENEX. *C (MIN f'­3192 V,,) RECORD THAT <br />/-_ A . I/41- r <br />b.PA,NIIi - I BE LOCATED ON A Ri VISi LOCATION <br />) LASELINO TO 004,11i WITH SECTION . 70 $1 OF THE FLORIDA <br />C <br />5 S.AALLAL a IS 7; <br />. <br />, IN CASE 1�7 PRtCA!0 STONE, PRECAST C0AI`.RM PAWLS, ON PAVERS Or TOWN: ON ',i <br />C <br />, 'ANCIfORIT S <br />AS, WFNIII IN kit) AND IN A2) <br />„ <br />z.Q_- A,w <br />? <br />ORS <br />.LMII FEMALE ITT AND PANIFLUATE P,vS ANC14ONIS AS MkNLXACI{,Rf!) BY I C-ONS-RuCTION - -1 IZED STEEL STOW PANEL <br />GLOBAL <br />� <br />Y. <br />of <br />7__­ <br />1000 E-Z HANG STORM <br />PA EL,_V INTO PQQREQ CONCRETE OR CONCRETE BLOCK <br />2 <br />_, - 11 I <br />..'r I ' .W- 40� 4 "A., =IZI . <br />I (Wit � --, . 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"'"""" <br />I " <br />, _�P, ­­ . , / 11LIECOitime � C-n <br />� <br />WAX: I/r - IT VIEW - �, 2WI , 1�;_.,` <br />/ W <br />,�- 4, . <br />- ai -_ NA . - In. aftli AN, <br />A I $L%J.,.:,.,Imllo.. <br />- , , 1 !T� , 1 - !-,IMW.or" <br />1 m2M.1.4", <br />I I <br />INSTALLATION DETAILS FOR SERIES 2000 AND <br />ElsntN <br />-ice <br />- <br />t <br />- <br />• I <br />9 <br />.A­.,.�-_. <br />. <br />�,.. <br />S <br />TING INST <br />SECTION I A 1, <br />- <br />N <br />1 <br />II <br />ANY <br />ur <br />s <br />PROTECTION <br />- <br />W <br />W <br />= <br />I -ffi 0 -6-0 <br />LANA -a <br />a) c:, 0 <br />0- <br />A a <br />0 _11­0 cn :!=! <br />2 - <br />C 0 = a) <br />LAW <br />0 CD_ C 0 <br />c 0 U_ - <br />= cu <br />cn 0 > <br />.- <br />. 0- <br />CIO <br />c- M 11002 CU 8- <br />l­­­ <br />(n i< <br />�� <br />0! <br />z _ <br />L <br />rtual Rev, . <br />III . ew <br />I with t, an <br />!b 2020 a Proved <br />ra Anne hrp .?,In 7th <br />�1�a <br />, <br />cam ted ;.Ssist' Inc. <br />Edition <br />� <br />I <br />I <br />cn .- <br />" <br />QD L, <br />t <br />i <br />= , <br />1. <br />M <br />W <br />(D a <br />= <br />(I <br />.2 <br />t ./24" 4'/2*1,i11- III cAt ./o ct"'. 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SET Alc-�q S(-L,'�_ ; cW ­17, .t hk,n <br />THEIR <br />f <br />r <br />CODE (Hlqn VqTloChy Hu,ricone Za <br />rn^c <br />ITT <br />! <br />k,�-,.E/�q .A.A'a , 0004, � q <br />I <br />i INSTALLATION DETAILS FOR OPTION 42 <br />i � -M- <br />I INTO EXIS <br />ING POUREQ CONCRETE OR CONCRETE BLQQK STRUCTURES <br />I I 1* TAII kili IIA' IAPI 416CHORS <br />POURED COACPrTt Pculi CONCRIm <br />OR CONCRETE li OR CONCRETE ai <br />REOURED ... nouw" .1 <br />f-cI-L_ -.1 <br />� L `� I li <br />--- - <br />I— ED - : I <br />I <br />- I <br />I - q i . I <br />L . I I roil <br />f - ! k cz <br />11 I ANN NIANIANI V . <br />: __PN . -1 � <br />, ;; i- Xz=r. - - <br />Pit - - � : Wili -16 � jil, 1 4v�,o FM <br />: � 0 i 91, <br />ul_� I fa-l.".." . <br />� 8 <br />I i A' : I <br />100I <br />� I f % I ITT . R <br />i I I <br />_j <br />: I I - .. ." ,�, . � : ll� "" ". � <br />I <br />: f <br />: <br />! <br />I . <br />'tI <br />. I , to- <br />i <br />-IiIIIIIIIIIIIIIIi " I - � <br />1/16%101* PAI&EAAFT1 Plus W/ 1;: - , !'- PASELMATE III W/ <br />A ww ". 3/W WIND wo W&II .A/32 , ,JT oksHick <br />0 IT I/- - 0 C! Wyoi <br />POLRED LIPANCREM POLIM1, CONCRE <br />Dif CONCRETE BLOOK OR CONICRETT OCnDCX <br />KoiAK <br />D <br />WALL MOUNTING MULLABON WALL MO&IIIII <br />SECIM <br />-MOULA& EANU fflua <br />eMi <br />SCALE 3/8i oo,,,,,"li,o.#tn4,,, <br />319'. ,_ <br />61t!ii <br />AI . p <br />1 str si 'a a PC --np u*::.0Ars �,_ . *$CNN rot - I , . N/ % <br />TWO. Amauan I I# �--'�CEI,i -, <br />! SPAC,WC FOR AIST NONS ,NM NOW I .- <br />I FANNIE BULDNI AN, 'INK"i WN-0.41, <br />3 I <br />I I MANA, �MD` VACANPI <br />44167 *. 1= CODE (IIIIIp Votocity I cam Zone) <br />M =­!Cli ANT .CCAXD CA 1.09 C. *0WAW­ �!� �!) - ) - FLORIDA WELDING <br />- *: . SCMM= FOR U2 diss 74FAI 000"I - - t,N_ TAW 0.) a 77 <br />IR;i I I t F`II *%WWI Wi <br />SDffD%U RE�f ANNCNI SPAI V a, <br />gE . .*C, 20 WE GALVANIZED STE <br />, EL O <br />2 xAi SIANCINAt, "AIN "�� <br />WN, <br />I W tit TOLLOI <br />THIS - O" ...i <br />""'O", <br />, INAMYoN To <br />'Ont'L Nto,� , yr M - � - *_-� ioRil' - ----,-.> GLOBAL PROTECTION PROIDUM, LLC. q'/tA <br />1 "NN <br />! vl.c.c OBTAINED LISAC F.cw S� - . - " 11LIECO.ii ai <br />! �Mlm 904 WWNI SIMI WDICII . I I PIT 1 6,�� � / III sl E*W <br />I LAC.AACNCFllIiWI0AY46SnAFlhI,! r "'. , ooffxmw -_ DIANE, FIL M14 <br />tot... I ­ - AN, INWWWW­ "" AWI"Now (06-0"-,S.s <br />TAP "ak M-M? 20-176 <br />- -A __ AtI - - - ITI I I PWNWc NNA <br />L . <br />I II MAL,I�hIPAL/ItthlL L*-.GW� <br />WRY" A, `ULff14 - 0I I N, __ I. � <br />, <br />- soini I uml . I 19i mv.m or <br />. I <br />LIFE - SAFETY -STORM PANEL SYSTEM. <br />T <br />; <br />it <br />Yam <br />I <br />Ei <br />• a 0110VI4 <br />SCARE <br />it ate <br />AND APA461,A, I -.--- __ - Nc. <br />( <br />FAm maw !� 1. - STORK ANEL <br />FACTORS. FOR <br />(W. <br />BE <br />. <br />" <br />Ye <br />QML hMM' YALIQ I HANG I <br />I I <br />IN 6,1 Mimi EMBEDMENT OF TAPCON 44DOM AND PAINELMAIE FEMALE 0 Bit PANELAAI Puus� TATO CONcei <br />ACCORDANCE Iiii litl 7020 I EDITION) OF THE FLORI(M, ISUWBIG. COGE- BLOry SHALL Or 1 1/4 - <br />; <br />MIGN W-0 LOAM <br />WNAMLAI EMBEDMENT Of 1/4-IN X 7/i CAV-44 ANICINCI SKALL BE IS 7/0' 04TO CONCRI I <br />FOR A WNO SPEED AS PETOL"RED ity THE JURISDOC71,01,1 *KRE THESE SHILITIVIFS *VA K INST&U7,MD NO EMBEDMENT NATO AN', nh*H Amneli SMALL Or PER10i I <br />TOR A ONPMDCNALfrYrFACIOR KWAOAS USIAC ASCE 7-16 AND SHAU 401 EXrSi THE AbUINIUM SD <br />SMALL BE: LONO UODUGH(likii MY FINISH MATERLAII EXI TO <br />VESKAN PAIMISLITATC RA <br />/4' *70 ANECAM <br />IN R TO K <br />A Ai CONDITION, LALTIMAIT Di WIND LOAM �'*IURM04D PEP Al-E 7 - h 5 <br />SANNI !IF Vii, FtE <br />STORE, (A PRECAST LOINPICRE7E PANELS liff FOUND ON THE (XIS'"ING WAII <br />COMPARE Tili I MAX <br />PRIN (AS D) Di RATINOS DICATM ON SKETS JI5 & 26 ANCHOSKI RS BE LONG ENCOUN'th TO REACH THE MAIN S"RUCTLAW SENIND SLICH PANELS ANC4DRAE;r <br />I TO %ii OF AS <br />2). <br />1 IN ONI <br />P.F.D. AS TESTED WEEK 401 OVER STRESSED A 3311; TACRIASF <br />1 'p. AllOWASUE STRESS FOR WIND LOADS WAS bM USED <br />k EMI ANIALYSA FASTENERS SPACING 10 WOW HAS SEEN <br />Qt�-Cft%VMI W <br />WITH A,OS 2015 (C� ANCHORS SMALL BE INSIALLED POLLOWI ALL OF ?ME RECOmMENDATIONIS AND SPELWcAnii of THE ANCHOR'S <br />MAMN.WACTUi <br />�­TTNRV PAINI ADEOVACY FOR NAPAC ANT FATIGUE RESISTANCE 140S BEEN OWNED ON ACCORDANCE WITM <br />1626 a <br />'PER 'T'ithilli `MDNi c <br />IDIE-AaWE MENTIONED CODE AS ATION rilli LABORATORY, NO REPORT 1 2031. AS PROTOCOLS TA5i IT 17 SHALL BE THE :li OF THE CONTRINCIPOR TO VEJi THE SOL Of THE STRI, TUNI WHERE SINUTIFER <br />1 TAS 707 *40 7A <br />PROP" ANCHORAGE li SNLIFFER S,lAj LVALY BE ATTAC40 To CONCRETE. BLOCK <br />2 THIS S`CS-EM HAS <br />14SOE Ii -Nf JU Of A LAI Oft Un THIS APP,-CAFON IS VATIC WHEN INSTAILIAT-ON, IS INTENDED VC RE INEIRFORMED 12 THE INSTALLATION CONTRACTOR IS TO SIEAL/CAULX ALL 74kfMR COMPO <br />NT EWES WHICH W-Hi 44 CONTjWUDus <br />'Rom Ti T%S,DE <br />SIRUNCTURE, CONTACT WITH THE OuXDN4r 10 PREVENT WM/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS A" AROUND FILILL <br />,TMNcTH <br />3 %rRi !DIX INSIALLATNDIN 15 APPUCABI TO S94GLL AND DOUBLE "Liti VrYLE WINDOWS *N <br />rlil INSTANIATION PS RFOVI I!:- BE <br />i'CRIIIII FROM TANI li Or STRUCTURT 13 S-10" PANEL INSTALLATION SHALL COMPLY Ml'" Sli O.DWATED IN THIS DR,AWNC rtuS ANY FITALOTIC AND lo"ING <br />REGULATIONS PROVIDED BY THE JUNRISi WHEWE PERMIT IS APPLIED 10 <br />4 X"IS 2 <br />HISTALLATION LS REQUIRED TO <br />INERIORUlli FROM THE WSIDE OF SWC'TuRE 14 ATRIUM WINDOWS AND 00095. i I - 2 NAK STORM PANEL SySTrEM- IS pi ppg" <br />I All ALUMINUM CYTIOLSIONS IC BE ii 16 ALLON AND 'EMPUR (UNI 07NERimsE NOTI It IT) rMi'S PRODUCT EVALUATION DOCUMENT 11i PREPARED WT THIS ENGINEER IS GENEW AMC OM NEI PRENAIM <br />WORMA"ON FOR A WE SPECIFIC PROJili it WHERE THE SM CONDITIONS MAIXTE FROM THE F_F0 <br />h ALL 4LIWINUM S"O7 VE70I,t <br />IM-HI4 ALLtly <br />III CONKMAi TO Or RESSNONSTEN, FOP THL;Gn011i PW.I E SULHASE, *Nf <br />INSIALLATION 44C4UDNAlG LIFE SAFM OF <br />' <br />�TIU S"'i III N`ANE�S SMAii -i4 k'STRUCT11I JQAi S7ti ASIU A-653 G.Wki: 50 Ai CL&A,M VQi SU ITTHIS PATMIX �, BASED <br />7MBSI PROVII iltii DIM NOT DEVIATE rROU " CONDFITONS DFIALED ON <br />O-Fll&IN.IlON I 58 5 AN! (AFTER AW I % TANIS DQCQMUi COMIST"LINCTION SAftFY At SITE S THE COWILACTOPIS RtSpON,S,BiUi <br />A <br />)H TIS PROGLtCj EVALUION ATDOOLMENT Vi BE ITENS"REE MAUD r WOOF* <br />- , <br />,1 <br />EC1 WHICM Will <br />ii EN:ATS TO BE 4S7 <br />WHO WILL Or RESPONSIBLE FOR THE Pi <br />" OF THE P ED. ENOINEEFT UP I ACTIZNC AS A DELECAtili ENGINEER TO rK IN E D <br />ENGINEER. SMI <br />1) ANI O *At, SPAL'- BE AS FOLLOWS SUNNI 1" NIS <br />THE SITE SPECIFIC DRAWINGS FOR REVIEW <br />IN) 1Q_L&_DNpQ6ft-,_l _. <br />ATE AND Oli SEAL AND SNG!"TURE OF THE PROrIESVOW4 ENGINEER Of <br />1,4'0 TAPCON ANI AS NMMQOA <br />PREPARED .It <br />I ' <br />"-ffl ANCAORS. AS WAIVI'ACTURI BI DE)YhT 14C (MIN l'­N%X p..) It 70i PAI' MANLJI ACTURE," LAII HSAII - 114-0 PAMIE�NAATE FFUAT[ lCl <br />AT STORM PANEL A <br />AAC,AOQS. AS ,MNLAACIUREJ By ELCO CQNSTRINcri Psk,.DLK.-M ACCCADANCWITH SECtION 1709 9_� OF P,ORIDA ORTILD"i MALL. BE CODE ONE LABEL SPLACEDli FOR OPENNNG <br />fil" -3-!i-lo p .. <br />OUILOCK ci <br />Ni APMNI EMKIP04i OIF TAPCON ANCHORS *10 POLIF! <br />[: CONCRETE SKAI BE 1 3,14' AN,) 2' (OR P-NELmATE <br />T`EANI IT; A, PA4ELMATE PL-jq p <br />kti) ANINA" CARREDI, ". Or 1/4'- - 7/9' "V-NN PW_-QR <br />S' INTO CCINCRM NO EN#Br.VNAi III plan; <br />ANY�FINI WITNI SHALL Fit RE RMPTEC f R, <br />1/4 *-.V SS SIOCIVALK BO,,TS UNEO Siik <br />BE LITING CNCU(XSWTI= A" Fj%,SI,N MATERIAL I To IFIRGA&F 1/4- "At"HAIN, <br />W7r' AJFW."CAS .00 - " comnlial <br />k! <br />[ EXIS'ti A*jL OPF / �/ii \ <br />_,,P� �, �1 <br />AN by 0 <br />. ,�, <br />Iocekri%.I�p <br />- <br />FLOCR <br />TOLL 1" ,01K. ENOU(M TO "EACH IK MAIN STRIXTURt %,,si.t lUC,Ai PANELS 04CHONIAGE SNAi_ 4'l.l` <br />*1 <br />I '. <br />. t 1 <br />: : No. 44167 <br />24x <br />� <br />IQ Qr_l ,N� �CAICft 2 <br />IL <br />L. Tit * : E <br />= I <br />- 4' 0 TAKON ANCHORS AS WANLF ACTJRED liff I <br />* BVILL'itX. INC FlUORMA BUILDING CODE (High Velocity Nut 006 Zone) <br />BQft TILIM tA <br />CALK <br />- �b` /., r <br />IN ANCHX� WANLOFACE IURT) y OSWALC T INif5 f'­10(T pe,,I I . 20 SAGE GALVAN <br />- <br />i <br />#­ -I 0 S'A`4 <br />_' ,- � F INAMA or <br />�._-" IS :1­737i - I , \ '"'"'Nee' ,, <br />PROTECTION PROIDUCTS, LLC. <br />- ,�/ T Il " S. .11 VNI. --- - <br />" I LINECOm. , <br />, FILLIP visloo a picoctrlm com�A" <br />IL 1":1 <br />2 . ANA Napi ­ NA. CNA C..,._ 10 <br />- twoltz- "N' -AP, )ars-l­ PAT -i76 <br />pt V',/3NPW,,W/oN,t C.-Ducal's n. . - Wit NANNI - ! - aft-NAA <br />mt. <br />TAA17 -, It - <br />- I - <br />I I <br />wAw; STORM -ANI, sitoft ON THIS PRODUCT rALUATION DOCUMI M ED ) 445 MEN Vi III FOR COIAIIuAlW.E <br />S.W.J. BE DEiLR%WED 4 PER SECTfUlk 16Z0OF T-t ASONT MENIONI 04L, 82,1 <br />d I/4* !-,?a SS SIDEVI BOLTS USED <br />MOOSNDNCAIED ON Ski 25 AT 26. ENGAGE 3 <br />ORS INNIFY E <br />44&-fD TO AS.D DESIGN WOO LOADS Ii MULTIPLYING THEM WT Da IN ORDER TV 1)3) IN CASE TiME PRECAST <br />(AS <br />4F916D"M IN B I) Mi " 8. <br />?c, ',"IT" THAT COMPONENTS AMC) ANKHORS ON 71-15 <br />+ <br />ACCORDANCE <br />SECTION <br />I <br />5-203 IS To LINE JLrTACK TO INSURE <br />BEEN DESIGNED TO BE MISTALLED ON T-1 OUTSIDE Or THE OPENM ACCESSING 'It OPENING FINOM THE OR WOW FRAME 91AXIFIG5 <br />NE <br />OF <br />` <br />1100 'NSIAIL-I"' IS AP-LIEABLL TO SINGLE AMC DOUBLE HUNG AND I*Wlili SLOERS STtli IFNI WHEN <br />% <br />? <br />. uSi AT C,CAURES 5HALL HAVE 3 <br />T <br />ALL <br />ON <br />,ru� b;RI M, Of SIANWENS STEEL MIA OR 316 AISI SERIES ON CORTI RESISTANT COATtr rAPWAI STEEL AS PER DW It <br />U31F W/ 50 6*- YELL STRI &IND 9D Hit, -ENSILE S'-A'MGI- A SMALL COMPII Vi rL(Ali BLI+LDi CODE SEC" 2411-1-14 fd) SRC SPII PKPAI ey A F�apjco, 4mmmi cNCw_rR OR ARCOI1 <br />4 A-3Q7 GA10MIEU 3TEE-L. N ANSI 304 SERIES STNULESS STEEL WTI,. 36 - MINIMUM HI SMNOT'� BECOME 'P" 1=1:�'lI=.1-11tl ) TO THE PROACt AND <br />. <br />LATTER <br />;'A -,al= '.) ,,KS P III SAJI NM TAE G <br />_,JVREO BY IT W BLALENEX. *C (MIN f'­3192 V,,) RECORD THAT <br />/-_ A . I/41- r <br />b.PA,NIIi - I BE LOCATED ON A Ri VISi LOCATION <br />) LASELINO TO 004,11i WITH SECTION . 70 $1 OF THE FLORIDA <br />C <br />5 S.AALLAL a IS 7; <br />. <br />, IN CASE 1�7 PRtCA!0 STONE, PRECAST C0AI`.RM PAWLS, ON PAVERS Or TOWN: ON ',i <br />C <br />, 'ANCIfORIT S <br />AS, WFNIII IN kit) AND IN A2) <br />„ <br />z.Q_- A,w <br />? <br />ORS <br />.LMII FEMALE ITT AND PANIFLUATE P,vS ANC14ONIS AS MkNLXACI{,Rf!) BY I C-ONS-RuCTION - -1 IZED STEEL STOW PANEL <br />GLOBAL <br />� <br />Y. <br />of <br />7__­ <br />1000 E-Z HANG STORM <br />PA EL,_V INTO PQQREQ CONCRETE OR CONCRETE BLOCK <br />2 <br />_, - 11 I <br />..'r I ' .W- 40� 4 "A., =IZI . <br />I (Wit � --, . 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" j .li­4__7__4,1­ ��. <br />- , <br />- - . - <br />, <br />- <br />`WT - Mi I TRUNIT TAAsiica;B, IMF <br />�, Mt tA!n, <br />/ , � I ,/ , OK INC MA, gQ�A­j �,, Z -'en'"I" <br />W =�_j - CFAWNI AAAA%NB, I Pit � .W III '-C6) - - <br />I OT IHI!Z`� M, lj�� [ --� -A.- LA, CIIMPRAA� * Ir.t <br />I : WALL AND DIRECT MOUNTING [ME, � Wil" M, � <br />I WALL MOUNTING 261, - I SECTION 2' <br />1 1 � � FLOOR TO CEILING mot ING INM BUILD -OUT MOUN <br />. <br />0 i __ SCALE 3/0.1' <br />SCAX 31B.... SECTION 3* UCTION 4' <br />_T,_ ve"INI I ;l , �� him" SCALE 3/6­ SCALE 5/ai <br />,- 0 I Ml %=F <br />I T I M. ­111`1`7 ... 11 , - - �Lj .-.q Ii __ I AN goi - T!, <br />, r. . L �6,i <br />I <br />I ­ <br />, �! 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"'"""" <br />I " <br />, _�P, ­­ . , / 11LIECOitime � C-n <br />� <br />WAX: I/r - IT VIEW - �, 2WI , 1�;_.,` <br />/ W <br />,�- 4, . <br />- ai -_ NA . - In. aftli AN, <br />A I $L%J.,.:,.,Imllo.. <br />- , , 1 !T� , 1 - !-,IMW.or" <br />1 m2M.1.4", <br />I I <br />INSTALLATION DETAILS FOR SERIES 2000 AND <br />ElsntN <br />-ice <br />- <br />t <br />- <br />• I <br />9 <br />.A­.,.�-_. <br />. <br />�,.. <br />S <br />TING INST <br />SECTION I A 1, <br />- <br />N <br />1 <br />II <br />ANY <br />ur <br />s <br />PROTECTION <br />- <br />W <br />W <br />= <br />I -ffi 0 -6-0 <br />LANA -a <br />a) c:, 0 <br />0- <br />A a <br />0 _11­0 cn :!=! <br />2 - <br />C 0 = a) <br />LAW <br />0 CD_ C 0 <br />c 0 U_ - <br />= cu <br />cn 0 > <br />.- <br />. 0- <br />CIO <br />c- M 11002 CU 8- <br />l­­­ <br />(n i< <br />�� <br />0! <br />z _ <br />L <br />rtual Rev, . <br />III . ew <br />I with t, an <br />!b 2020 a Proved <br />ra Anne hrp .?,In 7th <br />�1�a <br />, <br />cam ted ;.Ssist' Inc. <br />Edition <br />� <br />I <br />I <br />cn .- <br />" <br />QD L, <br />t <br />i <br />= , <br />1. <br />M <br />W <br />(D a <br />= <br />(I <br />.2 <br />LIFE - SAFETY -STORM PANEL SYSTEM. <br />T <br />; <br />it <br />Yam <br />I <br />Ei <br />• a 0110VI4 <br />SCARE <br />it ate <br />AND APA461,A, I -.--- __ - Nc. <br />( <br />FAm maw !� 1. - STORK ANEL <br />FACTORS. FOR <br />(W. <br />BE <br />. <br />" <br />Ye <br />QML hMM' YALIQ I HANG I <br />I I <br />IN 6,1 Mimi EMBEDMENT OF TAPCON 44DOM AND PAINELMAIE FEMALE 0 Bit PANELAAI Puus� TATO CONcei <br />ACCORDANCE Iiii litl 7020 I EDITION) OF THE FLORI(M, ISUWBIG. COGE- BLOry SHALL Or 1 1/4 - <br />; <br />MIGN W-0 LOAM <br />WNAMLAI EMBEDMENT Of 1/4-IN X 7/i CAV-44 ANICINCI SKALL BE IS 7/0' 04TO CONCRI I <br />FOR A WNO SPEED AS PETOL"RED ity THE JURISDOC71,01,1 *KRE THESE SHILITIVIFS *VA K INST&U7,MD NO EMBEDMENT NATO AN', nh*H Amneli SMALL Or PER10i I <br />TOR A ONPMDCNALfrYrFACIOR KWAOAS USIAC ASCE 7-16 AND SHAU 401 EXrSi THE AbUINIUM SD <br />SMALL BE: LONO UODUGH(likii MY FINISH MATERLAII EXI TO <br />VESKAN PAIMISLITATC RA <br />/4' *70 ANECAM <br />IN R TO K <br />A Ai CONDITION, LALTIMAIT Di WIND LOAM �'*IURM04D PEP Al-E 7 - h 5 <br />SANNI !IF Vii, FtE <br />STORE, (A PRECAST LOINPICRE7E PANELS liff FOUND ON THE (XIS'"ING WAII <br />COMPARE Tili I MAX <br />PRIN (AS D) Di RATINOS DICATM ON SKETS JI5 & 26 ANCHOSKI RS BE LONG ENCOUN'th TO REACH THE MAIN S"RUCTLAW SENIND SLICH PANELS ANC4DRAE;r <br />I TO %ii OF AS <br />2). <br />1 IN ONI <br />P.F.D. AS TESTED WEEK 401 OVER STRESSED A 3311; TACRIASF <br />1 'p. AllOWASUE STRESS FOR WIND LOADS WAS bM USED <br />k EMI ANIALYSA FASTENERS SPACING 10 WOW HAS SEEN <br />Qt�-Cft%VMI W <br />WITH A,OS 2015 (C� ANCHORS SMALL BE INSIALLED POLLOWI ALL OF ?ME RECOmMENDATIONIS AND SPELWcAnii of THE ANCHOR'S <br />MAMN.WACTUi <br />�­TTNRV PAINI ADEOVACY FOR NAPAC ANT FATIGUE RESISTANCE 140S BEEN OWNED ON ACCORDANCE WITM <br />1626 a <br />'PER 'T'ithilli `MDNi c <br />IDIE-AaWE MENTIONED CODE AS ATION rilli LABORATORY, NO REPORT 1 2031. AS PROTOCOLS TA5i IT 17 SHALL BE THE :li OF THE CONTRINCIPOR TO VEJi THE SOL Of THE STRI, TUNI WHERE SINUTIFER <br />1 TAS 707 *40 7A <br />PROP" ANCHORAGE li SNLIFFER S,lAj LVALY BE ATTAC40 To CONCRETE. BLOCK <br />2 THIS S`CS-EM HAS <br />14SOE Ii -Nf JU Of A LAI Oft Un THIS APP,-CAFON IS VATIC WHEN INSTAILIAT-ON, IS INTENDED VC RE INEIRFORMED 12 THE INSTALLATION CONTRACTOR IS TO SIEAL/CAULX ALL 74kfMR COMPO <br />NT EWES WHICH W-Hi 44 CONTjWUDus <br />'Rom Ti T%S,DE <br />SIRUNCTURE, CONTACT WITH THE OuXDN4r 10 PREVENT WM/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS A" AROUND FILILL <br />,TMNcTH <br />3 %rRi !DIX INSIALLATNDIN 15 APPUCABI TO S94GLL AND DOUBLE "Liti VrYLE WINDOWS *N <br />rlil INSTANIATION PS RFOVI I!:- BE <br />i'CRIIIII FROM TANI li Or STRUCTURT 13 S-10" PANEL INSTALLATION SHALL COMPLY Ml'" Sli O.DWATED IN THIS DR,AWNC rtuS ANY FITALOTIC AND lo"ING <br />REGULATIONS PROVIDED BY THE JUNRISi WHEWE PERMIT IS APPLIED 10 <br />4 X"IS 2 <br />HISTALLATION LS REQUIRED TO <br />INERIORUlli FROM THE WSIDE OF SWC'TuRE 14 ATRIUM WINDOWS AND 00095. i I - 2 NAK STORM PANEL SySTrEM- IS pi ppg" <br />I All ALUMINUM CYTIOLSIONS IC BE ii 16 ALLON AND 'EMPUR (UNI 07NERimsE NOTI It IT) rMi'S PRODUCT EVALUATION DOCUMENT 11i PREPARED WT THIS ENGINEER IS GENEW AMC OM NEI PRENAIM <br />WORMA"ON FOR A WE SPECIFIC PROJili it WHERE THE SM CONDITIONS MAIXTE FROM THE F_F0 <br />h ALL 4LIWINUM S"O7 VE70I,t <br />IM-HI4 ALLtly <br />III CONKMAi TO Or RESSNONSTEN, FOP THL;Gn011i PW.I E SULHASE, *Nf <br />INSIALLATION 44C4UDNAlG LIFE SAFM OF <br />' <br />�TIU S"'i III N`ANE�S SMAii -i4 k'STRUCT11I JQAi S7ti ASIU A-653 G.Wki: 50 Ai CL&A,M VQi SU ITTHIS PATMIX �, BASED <br />7MBSI PROVII iltii DIM NOT DEVIATE rROU " CONDFITONS DFIALED ON <br />O-Fll&IN.IlON I 58 5 AN! (AFTER AW I % TANIS DQCQMUi COMIST"LINCTION SAftFY At SITE S THE COWILACTOPIS RtSpON,S,BiUi <br />A <br />)H TIS PROGLtCj EVALUION ATDOOLMENT Vi BE ITENS"REE MAUD r WOOF* <br />- , <br />,1 <br />EC1 WHICM Will <br />ii EN:ATS TO BE 4S7 <br />WHO WILL Or RESPONSIBLE FOR THE Pi <br />" OF THE P ED. ENOINEEFT UP I ACTIZNC AS A DELECAtili ENGINEER TO rK IN E D <br />ENGINEER. SMI <br />1) ANI O *At, SPAL'- BE AS FOLLOWS SUNNI 1" NIS <br />THE SITE SPECIFIC DRAWINGS FOR REVIEW <br />IN) 1Q_L&_DNpQ6ft-,_l _. <br />ATE AND Oli SEAL AND SNG!"TURE OF THE PROrIESVOW4 ENGINEER Of <br />1,4'0 TAPCON ANI AS NMMQOA <br />PREPARED .It <br />I ' <br />"-ffl ANCAORS. AS WAIVI'ACTURI BI DE)YhT 14C (MIN l'­N%X p..) It 70i PAI' MANLJI ACTURE," LAII HSAII - 114-0 PAMIE�NAATE FFUAT[ lCl <br />AT STORM PANEL A <br />AAC,AOQS. AS ,MNLAACIUREJ By ELCO CQNSTRINcri Psk,.DLK.-M ACCCADANCWITH SECtION 1709 9_� OF P,ORIDA ORTILD"i MALL. BE CODE ONE LABEL SPLACEDli FOR OPENNNG <br />fil" -3-!i-lo p .. <br />OUILOCK ci <br />Ni APMNI EMKIP04i OIF TAPCON ANCHORS *10 POLIF! <br />[: CONCRETE SKAI BE 1 3,14' AN,) 2' (OR P-NELmATE <br />T`EANI IT; A, PA4ELMATE PL-jq p <br />kti) ANINA" CARREDI, ". Or 1/4'- - 7/9' "V-NN PW_-QR <br />S' INTO CCINCRM NO EN#Br.VNAi III plan; <br />ANY�FINI WITNI SHALL Fit RE RMPTEC f R, <br />1/4 *-.V SS SIOCIVALK BO,,TS UNEO Siik <br />BE LITING CNCU(XSWTI= A" Fj%,SI,N MATERIAL I To IFIRGA&F 1/4- "At"HAIN, <br />W7r' AJFW."CAS .00 - " comnlial <br />k! <br />[ EXIS'ti A*jL OPF / �/ii \ <br />_,,P� �, �1 <br />AN by 0 <br />. ,�, <br />Iocekri%.I�p <br />- <br />FLOCR <br />TOLL 1" ,01K. ENOU(M TO "EACH IK MAIN STRIXTURt %,,si.t lUC,Ai PANELS 04CHONIAGE SNAi_ 4'l.l` <br />*1 <br />I '. <br />. t 1 <br />: : No. 44167 <br />24x <br />� <br />IQ Qr_l ,N� �CAICft 2 <br />IL <br />L. Tit * : E <br />= I <br />- 4' 0 TAKON ANCHORS AS WANLF ACTJRED liff I <br />* BVILL'itX. INC FlUORMA BUILDING CODE (High Velocity Nut 006 Zone) <br />BQft TILIM tA <br />CALK <br />- �b` /., r <br />IN ANCHX� WANLOFACE IURT) y OSWALC T INif5 f'­10(T pe,,I I . 20 SAGE GALVAN <br />- <br />i <br />#­ -I 0 S'A`4 <br />_' ,- � F INAMA or <br />�._-" IS :1­737i - I , \ '"'"'Nee' ,, <br />PROTECTION PROIDUCTS, LLC. <br />- ,�/ T Il " S. .11 VNI. --- - <br />" I LINECOm. , <br />, FILLIP visloo a picoctrlm com�A" <br />IL 1":1 <br />2 . ANA Napi ­ NA. CNA C..,._ 10 <br />- twoltz- "N' -AP, )ars-l­ PAT -i76 <br />pt V',/3NPW,,W/oN,t C.-Ducal's n. . - Wit NANNI - ! - aft-NAA <br />mt. <br />TAA17 -, It - <br />- I - <br />I I <br />wAw; STORM -ANI, sitoft ON THIS PRODUCT rALUATION DOCUMI M ED ) 445 MEN Vi III FOR COIAIIuAlW.E <br />S.W.J. BE DEiLR%WED 4 PER SECTfUlk 16Z0OF T-t ASONT MENIONI 04L, 82,1 <br />d I/4* !-,?a SS SIDEVI BOLTS USED <br />MOOSNDNCAIED ON Ski 25 AT 26. ENGAGE 3 <br />ORS INNIFY E <br />44&-fD TO AS.D DESIGN WOO LOADS Ii MULTIPLYING THEM WT Da IN ORDER TV 1)3) IN CASE TiME PRECAST <br />(AS <br />4F916D"M IN B I) Mi " 8. <br />?c, ',"IT" THAT COMPONENTS AMC) ANKHORS ON 71-15 <br />+ <br />ACCORDANCE <br />SECTION <br />I <br />5-203 IS To LINE JLrTACK TO INSURE <br />BEEN DESIGNED TO BE MISTALLED ON T-1 OUTSIDE Or THE OPENM ACCESSING 'It OPENING FINOM THE OR WOW FRAME 91AXIFIG5 <br />NE <br />OF <br />` <br />1100 'NSIAIL-I"' IS AP-LIEABLL TO SINGLE AMC DOUBLE HUNG AND I*Wlili SLOERS STtli IFNI WHEN <br />% <br />? <br />. uSi AT C,CAURES 5HALL HAVE 3 <br />T <br />ALL <br />ON <br />,ru� b;RI M, Of SIANWENS STEEL MIA OR 316 AISI SERIES ON CORTI RESISTANT COATtr rAPWAI STEEL AS PER DW It <br />U31F W/ 50 6*- YELL STRI &IND 9D Hit, -ENSILE S'-A'MGI- A SMALL COMPII Vi rL(Ali BLI+LDi CODE SEC" 2411-1-14 fd) SRC SPII PKPAI ey A F�apjco, 4mmmi cNCw_rR OR ARCOI1 <br />4 A-3Q7 GA10MIEU 3TEE-L. N ANSI 304 SERIES STNULESS STEEL WTI,. 36 - MINIMUM HI SMNOT'� BECOME 'P" 1=1:�'lI=.1-11tl ) TO THE PROACt AND <br />. <br />LATTER <br />;'A -,al= '.) ,,KS P III SAJI NM TAE G <br />_,JVREO BY IT W BLALENEX. *C (MIN f'­3192 V,,) RECORD THAT <br />/-_ A . I/41- r <br />b.PA,NIIi - I BE LOCATED ON A Ri VISi LOCATION <br />) LASELINO TO 004,11i WITH SECTION . 70 $1 OF THE FLORIDA <br />C <br />5 S.AALLAL a IS 7; <br />. <br />, IN CASE 1�7 PRtCA!0 STONE, PRECAST C0AI`.RM PAWLS, ON PAVERS Or TOWN: ON ',i <br />C <br />, 'ANCIfORIT S <br />AS, WFNIII IN kit) AND IN A2) <br />„ <br />z.Q_- A,w <br />? <br />ORS <br />.LMII FEMALE ITT AND PANIFLUATE P,vS ANC14ONIS AS MkNLXACI{,Rf!) BY I C-ONS-RuCTION - -1 IZED STEEL STOW PANEL <br />GLOBAL <br />� <br />Y. <br />of <br />7__­ <br />1000 E-Z HANG STORM <br />PA EL,_V INTO PQQREQ CONCRETE OR CONCRETE BLOCK <br />2 <br />_, - 11 I <br />..'r I ' .W- 40� 4 "A., =IZI . <br />I (Wit � --, . 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" j .li­4__7__4,1­ ��. <br />- , <br />- - . - <br />, <br />- <br />`WT - Mi I TRUNIT TAAsiica;B, IMF <br />�, Mt tA!n, <br />/ , � I ,/ , OK INC MA, gQ�A­j �,, Z -'en'"I" <br />W =�_j - CFAWNI AAAA%NB, I Pit � .W III '-C6) - - <br />I OT IHI!Z`� M, lj�� [ --� -A.- LA, CIIMPRAA� * Ir.t <br />I : WALL AND DIRECT MOUNTING [ME, � Wil" M, � <br />I WALL MOUNTING 261, - I SECTION 2' <br />1 1 � � FLOOR TO CEILING mot ING INM BUILD -OUT MOUN <br />. <br />0 i __ SCALE 3/0.1' <br />SCAX 31B.... SECTION 3* UCTION 4' <br />_T,_ ve"INI I ;l , �� him" SCALE 3/6­ SCALE 5/ai <br />,- 0 I Ml %=F <br />I T I M. ­111`1`7 ... 11 , - - �Lj .-.q Ii __ I AN goi - T!, <br />, r. . L �6,i <br />I <br />I ­ <br />, �! 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"'"""" <br />I " <br />, _�P, ­­ . , / 11LIECOitime � C-n <br />� <br />WAX: I/r - IT VIEW - �, 2WI , 1�;_.,` <br />/ W <br />,�- 4, . <br />- ai -_ NA . - In. aftli AN, <br />A I $L%J.,.:,.,Imllo.. <br />- , , 1 !T� , 1 - !-,IMW.or" <br />1 m2M.1.4", <br />I I <br />INSTALLATION DETAILS FOR SERIES 2000 AND <br />ElsntN <br />-ice <br />- <br />t <br />- <br />• I <br />9 <br />.A­.,.�-_. <br />. <br />�,.. <br />S <br />TING INST <br />SECTION I A 1, <br />- <br />N <br />1 <br />II <br />ANY <br />ur <br />s <br />PROTECTION <br />- <br />W <br />W <br />= <br />I -ffi 0 -6-0 <br />LANA -a <br />a) c:, 0 <br />0- <br />A a <br />0 _11­0 cn :!=! <br />2 - <br />C 0 = a) <br />LAW <br />0 CD_ C 0 <br />c 0 U_ - <br />= cu <br />cn 0 > <br />.- <br />. 0- <br />CIO <br />c- M 11002 CU 8- <br />l­­­ <br />(n i< <br />�� <br />0! <br />z _ <br />L <br />rtual Rev, . <br />III . ew <br />I with t, an <br />!b 2020 a Proved <br />ra Anne hrp .?,In 7th <br />�1�a <br />, <br />cam ted ;.Ssist' Inc. <br />Edition <br />� <br />I <br />I <br />cn .- <br />" <br />QD L, <br />t <br />i <br />= , <br />1. <br />M <br />W <br />(D a <br />= <br />(I <br />.2 <br />wAw; STORM -ANI, sitoft ON THIS PRODUCT rALUATION DOCUMI M ED ) 445 MEN Vi III FOR COIAIIuAlW.E <br />S.W.J. BE DEiLR%WED 4 PER SECTfUlk 16Z0OF T-t ASONT MENIONI 04L, 82,1 <br />d I/4* !-,?a SS SIDEVI BOLTS USED <br />MOOSNDNCAIED ON Ski 25 AT 26. ENGAGE 3 <br />ORS INNIFY E <br />44&-fD TO AS.D DESIGN WOO LOADS Ii MULTIPLYING THEM WT Da IN ORDER TV 1)3) IN CASE TiME PRECAST <br />(AS <br />4F916D"M IN B I) Mi " 8. <br />?c, ',"IT" THAT COMPONENTS AMC) ANKHORS ON 71-15 <br />+ <br />ACCORDANCE <br />SECTION <br />I <br />5-203 IS To LINE JLrTACK TO INSURE <br />BEEN DESIGNED TO BE MISTALLED ON T-1 OUTSIDE Or THE OPENM ACCESSING 'It OPENING FINOM THE OR WOW FRAME 91AXIFIG5 <br />NE <br />OF <br />` <br />1100 'NSIAIL-I"' IS AP-LIEABLL TO SINGLE AMC DOUBLE HUNG AND I*Wlili SLOERS STtli IFNI WHEN <br />% <br />? <br />. uSi AT C,CAURES 5HALL HAVE 3 <br />T <br />ALL <br />ON <br />,ru� b;RI M, Of SIANWENS STEEL MIA OR 316 AISI SERIES ON CORTI RESISTANT COATtr rAPWAI STEEL AS PER DW It <br />U31F W/ 50 6*- YELL STRI &IND 9D Hit, -ENSILE S'-A'MGI- A SMALL COMPII Vi rL(Ali BLI+LDi CODE SEC" 2411-1-14 fd) SRC SPII PKPAI ey A F�apjco, 4mmmi cNCw_rR OR ARCOI1 <br />4 A-3Q7 GA10MIEU 3TEE-L. N ANSI 304 SERIES STNULESS STEEL WTI,. 36 - MINIMUM HI SMNOT'� BECOME 'P" 1=1:�'lI=.1-11tl ) TO THE PROACt AND <br />. <br />LATTER <br />;'A -,al= '.) ,,KS P III SAJI NM TAE G <br />_,JVREO BY IT W BLALENEX. *C (MIN f'­3192 V,,) RECORD THAT <br />/-_ A . I/41- r <br />b.PA,NIIi - I BE LOCATED ON A Ri VISi LOCATION <br />) LASELINO TO 004,11i WITH SECTION . 70 $1 OF THE FLORIDA <br />C <br />5 S.AALLAL a IS 7; <br />. <br />, IN CASE 1�7 PRtCA!0 STONE, PRECAST C0AI`.RM PAWLS, ON PAVERS Or TOWN: ON ',i <br />C <br />, 'ANCIfORIT S <br />AS, WFNIII IN kit) AND IN A2) <br />„ <br />z.Q_- A,w <br />? <br />ORS <br />.LMII FEMALE ITT AND PANIFLUATE P,vS ANC14ONIS AS MkNLXACI{,Rf!) BY I C-ONS-RuCTION - -1 IZED STEEL STOW PANEL <br />GLOBAL <br />� <br />Y. <br />of <br />7__­ <br />1000 E-Z HANG STORM <br />PA EL,_V INTO PQQREQ CONCRETE OR CONCRETE BLOCK <br />2 <br />_, - 11 I <br />..'r I ' .W- 40� 4 "A., =IZI . <br />I (Wit � --, . 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