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I <br />IT <br />- - <br />MAXIMUM A.S.D. DESIGN PRMURE R&MG (ji.s.f.) AND <br />CORRESPONDING MAXIMUM PANEL LENGTH -L- SCHEDULE MAXIMUM A.S.D. DESOL-MIMURE RATING (p.a.f.) AND QDBRIESENRIN2 MAXIMUM ANCHO <br />FOR SERIES 100012000 E-Z HANG MRM eMEL M MM SPACING SCHEDULE EQR 913TA=IQN5 INTO COMM & UNCRETE &= Mk=R A - 7ANCE <br />E_ <br />I3vAAQ_9NLY_fQ&_FTWLL_;&1_A" "I, �Na-&----'&.ILM.ta-lL-ThRU-4�,-.%M��W� 4fttL �fg& ?&jL_9&1&XEQNL&'L,PM�5E0M _jL_'1iJ%L_C.j��Z4 L -1 <br />MAXIMUM A.S.D. I I ___ ___ APPLICABLE TO MAXIMUM ZKORS SPACING MR E. 0, � 3 112* 0 __7 APPLIQUIVE TO - <br />DE=NP0j;" ,O. DESIGI i ___-, I <br />1_�;a SECTIONS SECTIONS 0 & <br />P.____ I CALK_m PANOLmAtE rCmAUr 0 1 P��_. I MAXIMUM PANU <br />ANYGO"Noco, -L. <br />� NO . 1 LENGTH ih) <br />1�, 21. 3. RAT] !TO ceeCeEnt TO CONCRETr'70 CONCRETE 10 CONCRETE i IP - <br />.660. -75,3 1 TO- OR IESS 1 2 %/IS- ' BOLTED - (,_.J.) i OEM � To CONCRETE ' BLOCK TO CONCRETE I'D �Z�ggro I i <br />2-W .'3'*wW' ZaRL- <br />I I � i <br />I 12" N/A 1 IZ_ N/A 12' 1 MIA . <br />j 12* NIA ! I' & 2, (TOR) 1 <br />I <br />. <br />.65M, -75.3 70' OR LM z 7/8. <br />1. 4 . 1 v (BOTTOM <br />1 i DOLTED - I & ew I F I —, ____�_ IF ,—I w _ 4 . <br />- BOLTED W/ 1/e_g0W-' &S- U.SL & WINIGAVT AT OVERLAP & AM OF PANEL LENGTH � i - SERIES 2000 + <br />WA$LfR- - __ C _ , __ i 1 12- 1 a- 6" - (so 0 ' <br />- I 11. 1. " '. '. I i <br />— - -,- __ __ Smg 10 ++ <br />_.__ __ <br />N/A H/A N/A NIA N/A N/A 12 112- It' 2. (BOTTOM) 1 <br />�66.0, -753 ----.I— — ----,-- __ __ � 70" OR LESS <br />I <br />- 7" N/A � 6 1/2' N�A 4 1/2* N/A 4 /71 1 OP) I <br />____� <br />_ _ __ ___�_ _ _21A _�:� <br />� �2, 1 N/A I 12- N/A I 9 llzr- N/A . 9 1/2' N/A 1 3' (BOTTOM) i <br />i <br />— <br />1 12, ,2, N/A ! 1:2E:[ N/A i <br />N/A I I 4' (TOP) <br />I , <br />- _ <br />. <br />1 I - <br />I 12- 1 6- ,2' 1 9 1/2- 12- it' � 12' 1 ,I' i e (BOTTOM) <br />I I i I <br />I i , . i_____j <br />III UIAM TO 56-0 P�fL 'SO' DESIGN PRES--LAIC RATING 1-1-0 <br />r- I <br />f <br />ISM SHEET 26 FOR ANCHORS -E III SPACING MR INSTALLATIONS INIC WOOD + REQUIRES *-, DISTANCE BETWEEN SOM4 OF PANEL I <br />FRAME awtom I _J,/11 <br />y <br />w'N,NIUM ANCHOR SPACINGS AND MRII EDGE DISTANCE AM WDICATEID M TPIS AND (2) TO BE; I/2' --- I M.II <br />S,CwLr- FOR CC. LESS THAN Not AM ON SthCOLUE REDUCE ANCHOR SPACR40 <br />By MULTIKrMG SPACING SHOWN ON SCHEDULE W THE FGUAWM FACTORS FOP <br />THIS OPERATION 10 BE POSSIBLE, REDUCED SJ�AOAC OWAVWCD US" FACTOR SRA" <br />NOT ILE LEM THAN MINIMUM SPACING R40CATED FOR EACH ANCHOR TYPE A, 1_4� <br />LEGEND, <br />_!t= I <br />T/e. /4-!, I/es I/eA ++ REQUIRES V.. DIVANcE OETWEE. BOTTOM Of PANE, <br />_ <br />ANOMA ITYPE L- _ _L ____ <br />TAPoW__ =. -Aw - ONJI-PI I Mo 0 TO BE: J/w f3lir <br />PILLS <br />kk <br />.- ot,,. AN:Nom vNe" (h) .-.-.- i___._____i_ --I MOI,. <br />- <br />- ___ 2,0 <br />-,--!- <br />vxnvAP_ 11C.- (FT 3 1 A 3 <br />­ -;7;I- - -3 11�__ __T___ <br />3 <br />AMIK CA off _M%*M FACM <br />I - - - <br />­_____!fK___ __.�!_ __ - — <br />, I/I­ - - - ALI <br />_ ___ ______ __ <br />'. .00 - IM A) <br />- _+ — --- <br />,/2I . - ". I - . 'A <br />""EIIIJOINIE"'00". <br />,,,%",'�� 11 -.T.!4 I /�, -, <br />- <br />I , <br />,,,, <br />g ,, <br />e!� �, ., .. �Ip �. <br />,ENSe '% . I� <br />�,--,�r <br />S '. I 1, FLORIDA BUILDING CODE (High Velocity Hui cone Zons), <br />I-, le - ____ - -_ <br />f- :,, No, - t2m %mm W_ I 20 WE GALVANIZED STEEL STORM PANEL FF <br />= * * 1 DRAWN <br />*1 ----j IN <br />z . - � - ----------\ �___ - <br />� (_C <br />`� <br />' <br />LT <br />S ,a,. S E 0 :t:? �,-----'�-_7_--, / -_ E C —0 07/mv-110 <br />- T - , <br />, _�P' _7�_ � .t4- ­ - __ GLOBAL PROTECTION PRODUCTS, LLC. -IF. <br />Al rl—LT <br />, I <br />F11 <br />�;, 0".. <br />R01IN" <br />�� , #fq, 4800 S­ 5, STRECT <br />" , <br />... ,W, TILLITTIES"Im a INOWEIRea COMPANY . e- x. <br />"I'll <br />,!Ikn� -, <br />�# ,,I, <br />'�XIL' 11 el --.-. ___­ Awatd: (APP$00-75ft PAX EL"ftS,Hvv' 20-176 <br />t4 <br />11, _11 PEA I-O&A-I4. <br />, <br />, I o"'t <br />-1.1170111-l" - cl-Ow's DNHAKI NA, <br />�i�� <br />SEAL/vowm/wn <br />- wk.nut A. O,Ut t PX <br />L.- - wa ft I 'IV <br />� TRIM ts Or 25 <br />11 <br />I I <br />__ --- ------- <br />COMPONENTS FOR REGQL -Z.-HANG STORM PANEL SYSTEMS <br />� -AR, LIFE SAFErt 8c E <br />(SCALE 1/2-11 <br />- , L' - - ­ ­ - ___ - - - 15. 1 n- CTUTAL WIDTH) - � ­­- ' ­­ L - - - -'--- - <br />, - - 2-181-- 1 - <br />I -----. -.--,---. __ , ­12,50C` (EFFECTIVE WIDTH)- - I----- __ .- ____ I= ­19ji" 1 . )/e#­2W/II' <br />f- - i-4.11:: - .750- LISS sw RATIO <br />C�- <br />- - It I/.- vYRT, ----- __ - 1 37" TO ANGLE 0 6 1/4' <br />� I - - ., m, 1 <br />! ), <br />,,­i_-I_35O' - - 1-aw - TlSo' - 300" TERI- � .cm- . -- , OR a 12 ill- mc <br />, -; T I :- ,3r* - � I'S00, I I I 1 . L �10 I r I: (MAY BE RE'ERSEP) <br />I r ' � I I � _' <br />- I - - , , - =7- lae <br />it- <br />'F <br />, I , I ___­ <br />I (fi I t;T , 4', ­�_ - <br />.�i�� <br />I - <br />' <br />�2 1 , , � ,f �, O=e /r/i7 I �T �] 1,3,75- IL <br />'� <br />I HEMMED GILLIAN, THICK <br />- 67 <br />-MALL ZOD STE '1� `�� . - .0 <br />�� <br />Be ,e 4� jfj� <br />I <br />EDGE 2.000- : _w 4 � <br />AS'N A833 NkI. <br />� 1.015, <br />_ ,�__: I <br />GRADE aO WNIMUM 14fr-. ;�` i 2,125' 1 . <br />I <br />1 <br />___ <br />C-50 GALV. Er __� I <br />­ DETAIL A I � .084' -1 ,,,. 1 -125' I <br />. - -ITYP ) i,,P,) <br />I- <br />I <br />L , .._ n - � - - - - - - - - I - - - - - - I - - - - _j t I L -11 I <br />I S - __ - <br />. . . . . . - ,-3w - DETAIL - - 1000*­ I <br />- <br />i <br />PANELS SHAU BE INSTALLED ALWAYS - '- L 2,Da7­ - - <br />I <br />MIA LEM To RIGHT W/ 1/2* CEO <br />AT 00 AT LEFT SIDE OF PANEL (�) !W-ffAm (�) WE' TRACK (�) ANQU-MMUM <br />I <br />� -1- <br />,�, , � <br />TYPI TOP O)CIE 0,024" (Mm') <br />� OF PANEC <br />ILI' 'I'll- <br />PANEL's ONG, Lp 'I ,,,� . I ". <br />GALWHIZED STEEL <br />I` ", ., ,5. ___�7_277 1 <br />W/ Hrumm M&F > ',I - I I , - PANEL 1, , /-'I- <br />ILI, B­ <br />-.,., <br />'fle'' <br />< - �� , i / III <br />, � I _�� - , <br />- / L �_ � z <br />�_ - - - __ �x 113', ozfo, I -I', - ,� I <br />/,, � ,,, . - - - ., <br />, ­__�� - I I � <br />I'll - , , I - � �.� w _r � <br />� ��111 1 <br />I"" 1. - - Z�_-_L__­��r,�- ­--- I I 11 . v-,�," .- <br />h __ it , <br />-6 250 .N --__;-_�_:�� ...�� 0.375 I <br />//" .1 �, I 1 I <br />I .07 ') I <br />I <br />I <br />H&Mk , - , - - - T .02703' <br />- 2591-- - ZI L - � ' ' �: <br />'.� ,��, - <br />I I ' L I ,��� - j I' . PANEL ' ' -(C& OR <br />;Lvo, - - �- -- 14�1� 1�� <br />1 <br />I , jC770 1 <br />7 ISOMETRIC MMAWALA .13r, -1671 " 11, I <br />T ", <br />4tbl, ROUNC15D CORMIER 0 ENDS OF PANEL'S I - AGA, 466, I , , I (, - <br />- 4 L I - ,� -1 <br />END LIP W/ HEMMED EDGE 'ILI 01`52s� zi: <br />- 2 37a' -1 - I <br />� I EFTT�S) 37v 1 <br />_. BOTTOM, <br />� <br />I <br />EDGE OF PANEL P"AUA-1 <br />2 Boo' I - I v T . <br />it <br />,.7-O' 1 (067- -0 750 (�) K F-Y HOLE WASHER <br />I rIT,-) (�) KEY HOLE AT PANEL - '-- - <br />ILD". 3105-H154 ALUM ALLOY <br />I <br />I <br />I - I I . SEE Slim It I <br />LIL___ - lt2e �Dqj. - 7SO' - 'a 1, 3' UNF- IF StIm. <br />I , I - (�� ­ - 125' ___ MY VAUD F. = ,sv.r <br />L WOOD STRUCTURES <br />SLEEA 2 ils i <br />ILI, <br />1 <br />1,2so- : T`PA) <br />1 4 <br />z I I <br />- � I � <br />� I , �Jli 7, - MAX. ffsm I ' `w- 7 <br />I <br />- <br />It I I I T - I B, L- ' I - - j -2.000* - 10pu, ' I"' <br />, - - 2.000 <br />1 <br />L, <br />1 <br />1 - - ­ 2.54B' L L - ­Ila . � I '125, <br />- 1.050`0 1 1 - 011134 1 <br />1 1 1 '750" .250, - <br />-U- I L <br />'b" 0 <br />0 <br />1 <br />I <br />(�) UY, HEADER @) HEADER 1 i I MR) <br />- ----- - I' MIN TO S' M.- - - ____ <br />(R SLEEM 1". MAX, 2 am'--- - - j <br />1 <br />LEHQM-* @ ANGLE - <br />(B J' �K (�� PANEL HANGER <br />- 6061-75 AUOY &U.001", ... 4 <br />.374' - 3.000" _iIPAC.- N�"r;�� N. N4 ", (I 1/4' WIDE) <br />� ;-, '200, ,�,�� -­_.../,?,% <br />L_ V I - 44 1, <br />� _ r2W -275. .082,-1 L- C, ,�QENse'%59 � (USE ONLY FOR E-Z ONG STORM PANEL <br />L _U _11�1_ 1811, � i __ ___ _ __� � <br />I I : .A70' � MINr /, 41, _*1, . I" 1. SYSTEM) 6053-T6 ALUM. ALLOY <br />- ` - I ___ I - -1 -1 / - I -. s <br />, ---- Z 2S ; - v, - '- ; <br />LE, It J <br />I � tF�-� �_ �, -, __.­ . 8�). - - *__t_-*--­ - . * 2 city Nor cons Zone) <br />2.ow-, I d��) 0 2. _� : No� 44167 t2teo Tumm I"C. FLORIDA BUILDING CODE _(Non HfIifi� Veto r.p <br />� <br />,,, " � 0 M,4- - k 24 GAGE GALVANIZED STEEL STORM PANEL <br />IiDER. , 1-.-------? 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I I <br />,� I <br />I I— I f I I I I - 1 <br />, <br />0 <br />, <br />11 4 1 1 <br />i I i <br />I <br />I I I I I � I I i . 1 <br />� <br />! ! ! 1 <br />1 <br />. ! I I I a I <br />I t - <br />1 . I 1 1 1 1 1 1 I <br />: I t <br />i <br />I <br />D.M.J�MD <br />! I I I i <br />I I � k , i <br />I I : 1 1 1 <br />I i I <br />I � �[ <br />I , I. . - i <br />- _i , , 1 i - - - <br />1 ! 1 1 <br />1 i I 1 <br />- - - . <br />: � i I - I <br />L . I . I <br />. . I I 1 1 I <br />1 1 w . 1 ! ! I <br />I ; I I ! . <br />� - - - - - - <br />!�� 1; I - - � I <br />1 <br />__ <br />@ .r(R <br />5 I <br />,0i <br />� � -I-, -1 � al , i � 0 <br />21 <br />1b. I I & <br />-- - "" <br />= <br />4�i 0 <br />� o �, <br />- I I 0 w 1 <br />: � <br />- MAX <br />___ _____ .3 � <br />! I <br />,F <br />� <br />1* <br />1/4, 3/4, 4/5, 5/5 & 6/5 1 "" <br />1*1W16, <br />� � 2/4 <br />2W/S. 3W/7 & 4W/7 <br />� - - __-_ -­___.ANCHIm (SEE SCHCOULE ON SHEETS 9. 10 &IT)- - - - -- <br />REGULAR STORM <br />PANEL <br />J) ELEVATION <br />2.687* <br />NITS. <br />I /02- GAP <br />- <br />- <br />(Lotc OATCAP -1 WIFILAILE VAUCT, <br />I I I __ - __ <br />I <br />IFL. <br />I..-..,- <br />-1-01 <br />I TOP <br />sarTOM <br />- - <br />DIRECT ! 1. <br />MOUNT I HEADER <br />I <br />I I.SIX1,51 <br />-U. AT�Uc <br />HEAbCR ANGLE <br />IF" <br />TRACE <br />lor"w. i ,!o IT= <br />ANGLE <br />9 = - *AM <br />I I.MUNES <br />- <br />- I DIRECT ,WONT <br />11. 1 32. <br />_ <br />32, W. <br />55" <br />50, I so* _ <br />4 <br />w 1 32- <br />-3;r - N. <br />__ <br />- <br />42' <br />- <br />w 3 '. <br />. 1 <br />- <br />3 'I- TRACK <br />I <br />55' I 32' <br />32- 42- <br />W <br />1 <br />w 1 Sa. <br />. <br />. . . . I <br />@1PUjI T Ifivv�zziff­ <br />*'I SIDE a;�M <br />- - <br />50' 1 32 <br />I 32" 39, <br />. . <br />56' , <br />56' !I sa, <br />I BUILD4UT 'I" T,A'5­­­ <br />_v_iv__Q_02zm_ <br />--;F- I 32- <br />I <br />1 ,tr 1 w- <br />I - <br />L_E�� <br />wi. CAP 7_�_, f- /- - Is <br />- '*I � I TO) <br />- __ __ �_11 N,T,S, <br />"'A'S' <br />OIL) L+; t"MIU61 ALLOWABLE PANEL LENGTH FOR A CNEN POSITIVE A.SIL DESIGN LOAD <br />L­ W ALLOWA13LE PANEL LENGTH FOR A OVEN NEGATIVE A,1540. DESIGN LOAD. <br />Ti) PROCEDURE TO DETERMINE MAXIMUM PANEL MNOTH, <br />GIVEN A POSITIVE A.SZ, OEM- LOAD, DETERMINE I"Al PANEL LENGTH *L-' FROM S('>0U[mJLL. <br />GMEN A NEGATNE A,S.D DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH 'L-* FROM SCHEDULE. <br />FINAL MAXIMUM ALLOWABLE PANEL IDIOM 13 EQUAL TO PIT MINIMUM DETERMINED PANEL L04M <br />BETWEEN 'L+' AND %-� <br />0) SEE SCNEOLIUE BELOW FDA MIN. PANEL LENGTH FOR POROSITY CIAILNUCATICITL <br />t INSIFALIATIORS INTO MCOLD AAE UUM TO I, 95 P.1 MAX A.&M DESIGN PRESSURE jATt- <br />. 4", It & It FOR ", &sm. DESIGN LOADS It MAX PANEL LEADY'", 10, I <br />ir <br />, <br />. IS== <br />� I, <br />lot" .,�c <br />I I SPACER Q IS USED, <br />q. <br />,0 kN %. 11 FLORIDA BUILDING CODE (Mort High Vattv <br />� . I,31;k . RUIrritarte Zen <br />. . <br />* <br />. " � <br />* .1 0,44167 -. -_ <br />! <br />Om TILIECO, INC. <br />.Lfy <br />24 GAGE GALVANIZED STEEL STORM PANEL <br />"' <br />I GRAIN 11' <br />. * : E <br />" <br />1. -TATE [I- �= �__-_- �`­­- <br />�. , --- ----' <br />�_\ <br />� IILIECO..c, I <br />Z � <br />GLOBAL PROTEan ON PRODUCTS, LLC. <br />(17,127/2,0,81, <br />LATE <br />� � '� : - �;� <br />-,,��z <br />- <br />. p1j)tk �.,*_ - _ <br />S. � 0 'Aj �;I� <br />I <br />TAoIT TICIFTING & �� C-ANY <br />- ttr� . -,- n ... <br />IM elf, 51 STAR- <br />GAME IT. AMH, <br />20-175 <br />i ., , - <br />� - 0, <br />� ;�� _�Q I,< I -1 ____ ____ <br />- - MIN -I,*, - a CIA* -1-1-1 <br />_� <br />INKNE, (ANAIM-7:HIL 'AX B.�__.T., <br />______ I - - � <br />� - <br />,-,---,-,--- - --.-------- __._'______r_--i <br />1Q_L`i:t51INg._v"Q._1mm1 spLCE&_w&ET__1�,_m_Q.U_"_ <br />I(C) I <br />I STORM PANEL iif� ON THIS PRODUCT EVALLIATION DOCUMENT CPF_ .) IV& KEN VERIFIED FOR COMPLIANCE N .ACCORDANCE - 1/4-11 TAPCON ANCHORS, AS MANUFACTURED BY IT W SwLOEX, INC, <br />G)IORM <br />I <br />P �-D AT I <br />WITH THE 2020 (7II EDITION) Of THE FLORIDA BUILDING CODE, THIS , PINE, SHALJL NOT BE INSTA ` H" - 0 14- 1 0 PANELMATE FEMALE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BIT ELCO CONSTRUCTION MOUCIS. <br />VELOCITY NURAKANE ZONES TMNAAN_GAQE / SAIDWARD COUNTIES) - 1/4-0 LAG SCREWS PER NOS_ <br />DESIGN MND LOADS StIALL Be DENLRMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CC"� FOR A SkSic WINE - 7/16 .. , 5/b . WOOD BUSHING. As DISTRIBUTED BY ALI, POINT 1CREW. BOLT & vtColry CO. <br />SPEED AS PEOUtRED BY THE 4VRTSDKTnLN AMERE SDORM PANEL WILL BE iNSTALLEL, AND FOR A DIRISCHONALFFY FACTOR I <br />XD-O.SS, V54NG, ASCE I-V6 AND SHALI, NO EXCEED THE MAXIMUM (tA-,5,O,) DESIGN PRESSURE RATINGS LNEICA,EO ON S-ECTS C 1) mINNI THRE&CD PENETRATION INTO WOOD OF TAFCON ANqHGP5 SHP�Ll BE I 1/2' AND 2* FOR ELCO PAhELMATE PLUS <br />3, 10 THOU 12 4 17. 18 AND PAINELMALf FEMALE M <br />94 ORDER IQ VFALRY T4. AETWE CONIDITION, ULDNAME DrSTGN WIND LOADS DETERMINED PER tLSCE 7-16 SMALL BE FIRST <br />AIDUCED 10 XSO. DESIGN PROMPE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE 'PiM W/ MAX (AS D) C Zjl MINIMUM THREADED PENETRATION OF LAG SCREW, INTO I WOOD FRAME UNIT $HALL 5-1 1 1/f No THREADED <br />DESLON PRESSURE PAIINGS ; I 2 A, 17� Is, TION INTO SEUCCC SH41 AS CONSIDERED AS PART Or THE ACQUIRED THREADED PENETRATION <br />IN PAPER TO VERfFY THAT AMC DR5 ON THM RED AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN AUO*ABLE <br />SIAM EDE, WIFE) LOADS WAS MT USED IN ILE04 ANAL-111S. FAISTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C-1) uINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALI BE AS INUCATED IN, ,THIS DRAWING <br />ACCOR 4NCT WITH N.ITS. 2018 <br />STORM PANI'S ADEQUACY FOR IMPACT AND WIND RMSTANCE HAS BEE14 VM'IED IN ACCORDANCE WITH SECTION 160.1.2 OF CA) MR41MUM PENETRAION OF WOOD PUSHING SHAkL BE 5/6' 1/4' #-2Q SCREWS USED SHAQ BE I I/?' LONf MINIMUM <br />tHE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FI-O*IDA REPORTS; 1WI401-01 AND #0219.02-cg� A� - - - - - ___ <br />PER SSIO 42-0 III ASIM C 330-02 STANeANDS, MO AMERICAN TIESTING LIAR SODTM FLORIDA REPORT 111-�301­0 AS PER <br />T�I.S­201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATION', PERFORMED IN ACCORDANCE W/ SECTION, 160t OF YHE C.5) IN CASE THAI PRECAST STONE. rIP PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON 14C EXIVRe <br />"I 9"t OA BLAI-DI-C CODE WALI_ ANCHORS Sl� BE LONG ENOUGH To REACH THE MAIN STRUCTURE BEHO40 SUCH PANELS <br />ANCHORAGE SHALL BE AS MENTIONED IN C 1), C 2) A, CA) <br />2 At. AL MI 1) EXTPUSIONS 10 BE 605,5-T6 ALLOY' ANID FEMPER (UNLESS OT41 ISE NOTED) SEE SHEET. 2 <br />� U N M RW (01) ANCHORS SHALt BE INSTALLED FOLL,OWING, ALt Of THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'5 MmUrArTifto <br />�, ALL, ALUMINUM SHEET METAL, USED AT CLOSURES 5AALL HAVE 3,[05-H14 ALLOY, 6 PANELS MAY A" BE WSTALLEC HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I IHRGLIGM 6 (SHELTS 4 <br />I <br />It ALL STEEL 5ffFV METAL PANELS S'AALL NAVE STRUCTURAL QUALITY Ma, A',TU A-653 GRACE 60 WNIMUW, G-80 G%LvANIZED 1HRODOH 5) FKCEPT THAT HEAC,ENSIQ &a SHARI P40T BE USCG� <br />STEEL GESIGNAUKIN W/FY- 92 2 J,m (AFTER POLLED) 9 TV 101AU BE THE RE PON5,5VITY 01 THE CONTRACTOR TO VERIFY THE SOUNDNESS or THE STRUC'URE WHERE SHEFFER IS TO BE <br />5 , R ANC�ORW I ONLY BE ATTACHED TO CONKRETE� L CK <br />ALL SEREWwS 70 BE STAINLESS BIER 304 OR 516 AJSi SERIES OR CORROSION RESISTANT rOATEr CWBON STEEL AS PER VIN A 0 INSURES RE .E. THIS SHUTTER SIALL SI 0- OR WOW FRAME <br />.Z.,��,-Ick I PRO <br />500;8 W1 50 4ei YIELD STRLMCTH AND SO k*; TENSILE STRENGTH AND 5HAAL COMPLY W1 FLORIDA BUILDING COLE SECTION <br />211 3 14 EACH,, REGULAR S70RM PANr, WJT�! LENGTHS OAR 90'. AS PER SECTIONS 1, 2. 4, 5� 6 AND ALTURNAINIVE'S IN, 3W & 4W ON <br />It, <br />SHEETS 4. S. f, & 2 RESPECTIVELY. SHAU HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTIRliCTIFIC OWNER 09 TENANT TO <br />e BOLTS TO BE A57M A-307 GALVANIZED STEEL, OR AIST �CA SERICS 5--AITYLISS STEEL. WITH 36 ke, MINIMUM YIELD STRZ1,07H SECURE PANELS WITH APPUCASU REINFORCEMENT DUR04G PERIODS OF FlURFICANE WARNING <br />7 6NI70ORS TO WAL_l SKAU HE A,S �OI It THE )NSFAIATION CONTRACTOR IS TO SFAI,/CAUL�, All SHUTTER CGVPOMENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH <br />THE BUILDING TO PREVENT WIND/RAW4 INTRUSION <br />(A) TO,0[VL%_0WFEQT_CQ'&UF$, <br />- <br />- i/4-0 TAP(LON ANCHORS AS, MANUTFACIVRICID BY 0.W, PUADSX, Nr CJA�, 4�­1192 pS,) 12 &TURN PANEL �NSIALLAIIQVI SMALL COMPLY MIN SPECS INDICATED IN THIS GNAWING PLUS ANY RUII AND ZONINa REWCArIONS <br />, <br />- 1/4' 0 � �/8* CALK -IN ANCHORS, AS MANUFACIVRED BY OENALT INC PACA40ED BY T E jUFI$QLCT" WHERE PERMIT IS APP,LE11 TO, <br />- ,let I, 3,14" 5OLID-SEI ANCHORS, AS DISIRIOUTFO B) ALI POINT SCREW, BOLT AL SPECIALTY CO <br />QN,I r-SPOO P',) 1 5 (,I', THIS PRODUCT EVALUATION DOCUMENT (P.E.P.) PREPARED BY THIS ENGINEEP IS SEINER C AND DOES NOT PROVIDE INI'ORIATION <br />� III4-10 PANELMATE FEMALE TO & PANCLUATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONStRUCTIC" PRODUCTS. FOR - SITE SPECIFIC �,)ECT� 'Lo- WHERE THE SITE CONDITIONS MWITE FROM THE FED <br />- 1/4�f ZAMAC NAILIN moiopm, As MANUFACTURED BY OmALT, �Eic (TIT CONT111TACTOR TO SIT RESPONSIBLE FOR THE SELECIIDN. PURCHASE AMID NVALLAPON INCLU'UNG LIFE Skrm Or THIS PRODUCT, <br />A 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/1"; 2" FOR EI.CG PANELMA-L AND EASED ONTIMIS PED PFFIVIDED ME/S"E DOES NOT DEVIATE PROM THE CONDITIONS DETAILED nN rNF5 nmUmEw <br />DONSTRUC ION SAEEI� AT 57E IS THE CONTRACTOR'S RESPON515ILRY <br />1 Ile FOR ZAW "UN ANCHOIF <br />(e) THIS PRODUCT EVALUATION DOCUMENT WILL BE rONSMERED INVALID IF MODIFIED <br />A.2) CAIK-N & SDL,D-SEI ANCHORS SHAIL BE EMBEWED 7/$- INTO THE POURED CONCRETE NO SEVIREDWENT INTO <br />1 STLICCO SJAAA� RE PERMITTED 11111 0-20 "m USED SHALL, BE 1 ,/2, Tom MINIMUM SHOULD Ervcco LXIS1, (d) SITE SPECIFIC PROJ[CTS SHALL ELL PREPARED BY A FLORIDA Rj�(ASTTRED ENGINEER OR ARCHITECT W41C" WILL SECOME THE <br />AND I' 41NWUM FOR WALLS WrK, NO STUCCO, AND MAY BE N&AKD SCRIFINS Or ALL THREADED SCREWS W/O HEAL), ENGINEER OF RECORD (E 0 A ' FDA THE PRWIECT AND WHO WILL BE RESPI(INSIULE FOR THE <br />80 WnM M14C, NCTT55 PROPER USE OF IMF, RE 0 ,4TICINEER OF RECORD, ACTING AS A DELEGATED CNIZ,'INEER TO THE <br />P-EO ENGINEER, SMALL SUBMIT TO THIS LATTER THE SITE SPECIFIC ONAATNGS FDA REVIEW, <br />A3) IN CASE THAT PRECAST STONF� PRECAST CONCRETE PANELS. PAVEAS� STUCCO OR WOOD EIGMItM BE FOUND ON THE <br />EXITING WALL OR FLOOR, ANCHORS SHAI-i- PC CONG ENDUG-1 TO REACH THE MAIN STRuCTvRE REMIND SUCH PANELS W THIS PE.O. SHALL SEW THE LATE AND ORIGINAL SEAL AND SICNAIUK OF THE PRCIFESIEPONAL <br />ANCHORAGE SKAU BE XS MENTIONED IN kl) AND tN &2). ENGINEER LIE RECORD THAT PREPARED IT <br />I., SHUT, <br />(B) TQ_JC9V_1.N;_CQNCRVL, - MANVrA,_TUAEFrS LABEL SMALL BE LOCATFV ON A READILY VISIKE LOCATION AT STORM <br />_Q_-Ii!I3: <br />_D�A PANE�_C`SRNU1`NA IN ACCORDANCE WITH SECTION 1709,9.2 OF FLORIDA BUILDING CON ONE LABE,_ <br />- 1/4- 0 TAPCON ANCHORS AS MAHUFACrUFEO BY I T IN BUTI-BEx, INC. ' <br />SHALL BE PLACED FOR EVERY QPENtTIC LABELING TO COMPLT WIN SECTION 1709.9�3 Or T14F <br />1�4_ 0 , 7/8' CALK -IN ANCHORS. AS MANUFAMRIED ELY OEWALT, INC <br />- FLORIDA OUTLO�NG CODE <br />- t /4-0 X 2y,e SOLID-SEI ANENORS, AS DISTRIBUTED BY AL' POINT SCAEN, BOLT & SPECIALTY CC <br />- <br />: PA, TO PANELMATC FEMALE. ID AND PANIU,MATE PLUS ANCHORS, AS MANUFACTURED IRY ELCO rONSTRUCUON PR%�VEIJNNNE/z <br />";. <br />114 0 2AMAr NAJUN ANCHOATS� AS MANUFACTURED BY DEWALT. WC �,�,,,,W� <br />��4 Z/N I <br />.­­ - � <br />8J) MINIER.W ENSI-OMEN1 OF T#,-'ON ANCHORS. FLCO PAINE.M-FIES AND ZNAAG NAWO AN010R. INTO E \�CE �,i, <br />'I, FLORIDA BUILDING CODE (Non HBh '(0:00y N Zon <br />, cone <br />BLOCK tiND SHAII BE I I,t`e _`� .* * � <br />- <br />A : N,Q�,,4 67 , S_ .=a M.10P. - fl- <br />&.1 CALS-IN & SOUD-5.7 AKHOPS SMA,LL- BE COOED= 71s' INTO 'HE CONCAVE BLOCK kjmwa� PEW '. = 24 CAGE GALVANIZED STEEL SIM PANEL v <br />- I �� --- - .... <br />S,wvc� SMALL BE PERM""m 1/4' 0-20 SCREWS USED SHAJ_ BE I 1/2' LOSG MINIMUM 5-0�1_13 47 to rxIS, * cliu!p�__TF!��_� � wtw.. <br />ANIT 1 MINIMUM FOP WALLS WrOl NO STUCCO, t_� -o'. - 7 GLOBAL <br />, I - I Te., , PROTECTION PRODUCTS, LLC. - <br />!; -p , STATE I / 11LIECO <br />, � <br />1 _ <br />� <br />Az .. - `SOO 1. %, S-..r <br />8,3) i-14 CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, SVUCCO OR WOOD BOARDS E 'o-d Ek "Z o A I . I 11,41, <br />, <br />8 . ...Yern- & tw"nowN, - - -I- <br />.. <br />.. " , <br />EXISTING *ALL, ANCHORS SRALL BE LONG ENOUGH TO AWN THE MAIN STRUCTURE BEHIND W , . - ___.. 20-175 <br />, , , <br />. - ,/ - - -­ - - -­ NEINE 1_)m__Afm ,,.T.�. <br />, 's - - <br />AhCHO-WE SKAU BE AS WT4104ED IN 8,�l AND IN 8.2) 08�i, �, .-I . - PeANINO IN <br />.,-f - f - I-.; - <br />`YI1I1­1I;,1I1,H­,4Ekv`11�' PC SILIALISK"PIUKE/wE .-=I,'.- 1 - ,__�� <br />, TEP I TAM JI, F9 -­--� --'­!!L-44Ej­-+- sHm I OF IF <br />-- - U. I j ­67 . , <br />1. . - - _______ I <br />I <br />______ __1 <br />F____ INSIALLATION DETAILS F!2R 9E(jQLAR PANELJ) <br />I <br />INTO PQQRED CONCRETE QR CQNCRETE BLOCK ff-RUCIURE-S <br />POORED CONCRETE &�7g�� CON RVE <br />- <br />__LXW,ING <br />I OR CONCRETE BLOCK I BLOCK <br />, I 1,,,� REQUIRED, <br />, <br />,:; .,;, I0 ArOT,1w, �//� <br />, <br />CONCRETE ANCHORS I,",I � , <br />-il - CONCRETE ANCHORS �'�� <br />� , <br />�- 11 ­ I` i <br />, _,j . <br />11 , I T ,11 E ,�,:, <br />?L <br />- " �11� <br />ON . <br />"' <br />(SEE SCHEDULE ON , , �,_:,'�, <br />�T,�,�', - (SEE SC14EDULE: ,,, fASPINO, POURED <br />, , 2 <br />SHEEM 9 ItfROU15" 10) � , 2 11 SNEVS 9 THROUGH 10) 7"K, 1� - CONCAVE OR <br />1, �.�� <br />, __(?) I k�2) <br />i�,'�' �� , <br />, �":� <br />� � ­,: I I cm4mm BwCx, I I- T� <br />, - <br />(4) <br />- -1 - - RECIVRED, - - %. - -� <br />I _,; - � _,­ L/Z /e I .� I, Ot <br />! I ­ � , I I � 1/4, ! , <br />I I <br />- <br />I_ i � I <br />1,1'�'111' " ____ � _._______­ I � I <br />I ­ - ­ CONCAVE ANCHORS , 4, I - <br />1.� __ <br />I <br />. I <br />I 4 ,�-___ I ,�, ., I <br />I I 1' (SEE SCHEDULE W----- I <br />-_ <br />E-D 11 I SHEETS 2 TNBPLcNi 10) - i I <br />�, I � <br />� <br />I �` - � � � � <br />- <br />I - " <br />�, " V�­­_­ �- � I �� ,. '_�, � , i I .., � i I I EQf <br />�, _� I __ - ; I . �,� , <br />Eci ; I <br />Mr--'. �i 1 ,-Cl) ft� <br />�.. : <br />I � <br />I 2L � P_ " � 1- -cl-) t, <br />�D <br />I t ! I I k . `�I`11. �'_'_, i <br />- S__ _­__L__ - I , I I ! <br />,A ��. -, V - "I �-- - �/.'0,2.t- - . <br />-1 - ­_ "I � _____T - EO, 1­',�,",': <br />f­____ - , _W�, c - - �w -- - - - 11 I I I <br />,--,-,--- -_ - , 'T'�, � � - ',��L f�'.�.,,,'� i <br />viAnazo �. <br />I SEPARATION f � 11 SEPARATION I ... <br />F_ TO GLASS 11 , =T=67__,n -4 �SETEO GLASS, - ! (Im " Aell , , - : . <br />I ; uiXTm %w 7.-r ,4",,�,, i <br />SCHEDULE I, ,v,�,""',",,�,�,`,', <br />I EXIST (SM SGHEDULLE I - ,L* mOo. I : <br />I, lzl� �.,�,, � ,.-I <br />1i , " <br />=L I <br />ON SHEET $) PANEL L�NGTH 11 0, SHEET 3) I, I I <br />I ; <br />jNlr� <br />I <br />I SEPARATION I V V- <br />I (SEC SCNEDUL� It " 'L' M... TO CLASS, I I <br />i <br />� <br />I ON SHEET 3) 9 PANEL LENGTH <br />PANEL LENGTH _4( <br />CONCRETE ANCHORS I_ - I I , I � 0 I . SEE SCHEDULE I I (Sir SCHEDULE <br />. <br />- , I - � I _IA (SEE SCHEDULE f ( <br />(SEE SCHEDULE - 1 A i � ON SHEET 3) , ON SHf_�� ON SHEET 3) <br />I It I I ,I <br />SHEETS 9 THROUGH . ! __ C, ) j 1- �. I I -1 <br />4 0 , <br />1 <br />1 <br />50M Eywri�*_x ; : 11T, -1 I <br />I OF -L* F)asnw I <br />i GLASS a I F <br />I <br />I <br />" MAX GLASS I <br />A',, '-;,�-,��,',�,�_,21,,,,�, . <br />N1,111 11- 44 I I __ I <br />OXY, : ; .51"1- � �� "I 4 L, - ,- ��! <br />- <br />V­ ;�o <br />' �1� - � <br />I' . 0 0 ,/" GO, I ! <br />I I � � , 1, <br />� <br />"I - - <br />� <br />� � I , I ! _-:� - �, <br />,�_ I i I � I ��, I I <br />I <br />CO �, <br />i., ,I' 4 - I �,��_ " I <br />L , I i I r� -,::: <br />I I �, <br />1 <br />I --L <br />��'-,-,-,-,-,�����""I'l,""",'I �, I 112 . I 1 5, 'L �� �, ,-, <br />- , LL=L_ _­11 <br />C 11 I ,,,:�* <br />­_ I --- _;.. , 0 12 1/2- Or- I I <br />EXISTING POURED ;�.,,_-,� . I I T , I �� .... I <br />. I -w; 41 <br />, , AS APPUCABLf)' <br />CONIKERVE OR , , " I <br />� <br />I"N" RCx ektKA HONG 1'1�,� ,,:� 0 I i <br />� , � CONCRETE BLOCK I _�� _� CONCRETE ANCHORS " '. �, : 1, <br />. . <br />I , , <br />I , Ow sALCE, TO, scAEA, OR � ; I , .- - 1'� I <br />, <br />. REOURED. (SEE SCHEDULE ON .. �� <br />I �. - __ I <br />Coll - - NUT 1'�,_A : , <br />I-- -11 , ,/..--, " - ./ I i �'.. <br />- i - p K�� - I - __ SHEETS 9 THROUGH 10) �`! . <br />0 " "I'" ��t:.� � <br />I.- - 7.1, 11 <br />­ - � 1. <br />� wMETH �� <br />NWTE MITI- - ,�11 I p W/ (z) ONLY WREH SOLID " � - ' <br />A,� � xll <br />I-ALTE <br />LEG LOCATION � �� SET & CAA -IN ANCHORS <br />­� EXISTING POURED CONCRETE <br />WHEN <br />, .-, (4) <br />ARE USED A / <br />W 'OR CONCAVE BLOCK <br />PAN U,44TES <br />ALTERNATE CONCRETE , � E ANI <br />- __?nPNCPOURw CONCRETE CONCAVE ANCHORS ARE USED REQUIRED. <br />. _4 <br />ANCHORS CC Frit MOCK REOVIRED, STAQGERE13 W/ WUD_ <br />(SEE SCHEDULE ON ESSE SCHCOuLf ON <br />SHEETS 9 ]MAGOON 10) SHEETS 9 THROUGH 10) <br />,BUD.Q Q QUNTINIQ WAU MW%�Egj MQUNT <br />F N%m2wfi!m2 UQN_l <br />.ff M <br />SECTION I <br />�t <br />SCALE 3/0�1' SCAIr 3/0-1' SCALE Va. I' I <br />10117IN44,10 <br />, rki % <br />/)�% <br />.,A"Wk <br />, , <br />,�,, � ....... �. <br />jS"��-` itCEN *,",!FS-� FILLORIDA BUILDING CODE (Nort High Velocity Hurricane Zone) <br />I <br />: . __ ,It- <br />- ' ' - -m . - <br />I - 24 GAGE GALVANIZED STEEL STORM PANEL <br />= � 0,44167 I I I bkom, W, <br />= * i * - .*- <br />PKIL - . I � _E <br />E_D� - _EQ8_jZQM0NAn0_N_QE_1EQrM: = . k <br />EDGE DISTANCE S, -!�'. STATE 0,' ��-_zVlf_��_ - / 11LIECO... \ GLOBAL PROTECTION PRODUCTS, LLC. '"' <br />., C <br />(SEE SCHEDULE ON __. � - I—- -- .m slw� 51 PROD <br />- TOP & BOTTOM MOUNTINGS CAN BE � - �% -,,�, �� A ENDINICUK" cWANY <br />I Z4. .., OAVC fl- �Hi <br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY % � �, -. A,LoRo, - -1. - IN _`W4IPA,N`VWA­­ZO-1715 <br />W, � <br />, <br />- Lee .,-,-. "I, 4 fem ___1 P`K`w_ [s*.)0"­`!A6. 1AX (IMPL)NO-i"t, <br />INSTALLATION. , ___,i, <br />, - - --I <br />� ,Z!-- �_ — - — - <br />�- <br />0 New IT <br />!�� 00015719 <br />__ t UREIIIII'm W4tm A. MR 1 P.E <br />1� I <br />..... 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C: <br />I <br />�;; co CP �: <br />lui 'O C-4 <br />w " g .!e <br />..:f - i_.� <br />3: 2 .g 0) <br />.2! 9 �� -. <br />a, - � - <br />L> -i� <br />CY-1 f <br />-a 3: " .0 <br />.S! 0 a <br />. a, C* - <br />. � <br />=� Cr- �= , <br />- <br />0,0t,'000,00 <br />w CL� <br />= E <br />CC c_n <br />5 ,.� <br />IS, <br />- <br />____ _________..,__________ ______ .____ r ­_______ .- - --------- <br />INSTALLATION DEJA1L5__.FQR REGULAR PANEL (f) INSTALLA-T19N DEJAJLS FOR REQULAR P 1 <br />INTO NOOD STRUCT I —_ ___1 I INUALLAIT19N MAILS F PANEL d) INTO WOO <br />I TE OR CONCRETE BL-QCK STRUCTURES _,� - - ­ ­ �:­ - URES - .. - . I _­1 � __ L -,- - L . I I.. 4W I I - -- - ­_ - ------- 11 I <br />L � - . � .1 I I - " <br />I --' , I , — . I I SEPARATION : -( i) - --- �__­ <br />. I I <br />, � I . - , <br />. I <br />, <br />ALTERNATE CONCRETE �r :� -jvw ANCHM I � L - I,� r --- (S TO G�LASS- - - L I . I <br />ANCHORS LOCATION I I, � I � . (SEE SCHEDULE 04 _. � I LIE SCHEDULE " - - L ALTERNATE LEG <br />CONCRETE ANCHORS _ ?SEE SCHEDULE ON � - . ��I L, 1/4-_mIe ,,,, EXI, ___ ­ I -- ­_ -- - -LOCATION <br />EXISTING POURED CONCAVE L I I : I SM E I 1) I I. L � 03 SS i 0 SHEET 3) I 1'.., 4 DIIK) ,L' I . <br />�� 've I" eac� 11 "I" STING WOOD ... .... <br />_ L�� - ,. , - Ox, , - I . <br />---- EXISTING POURED CONCRETE SHEETS 9 THROUGH 10� � ,,I -1 � � I 1. ­/4 _ _ _ BEAM REQUIRED. STRUCTURAL , I � I � <br />, ­_!�t I _ - �. ; ,______­_-_ ­-VA'�­­ ­­_16 � I (VAE"A - ADEQUACY 'Of EXTPNbi� WOOD r � I I j: � <br />(SEE SCHEDULE Ow - OR CONCRETE KOCK . 11 - I " � I � - Cn i <br />SHEETS 9 THROUGH IQ). OR CONCRETE BLOCK REQUIRED, ­ L I 111 I 1� 1 Lt! I 1_4r!) _. � - ' <br />"' .1 I I " - - L-"-' ------ -, - BEAM TO BE CEr1;m1EI BY - ,Ed - I _E - I L <br />_ t I I w I ' <br />I � - I - <br />11 I I., EG ,��,,`I/,� . , , I , 1i , ik 1: � <br />I � I "L" MR.. L <br />' REQUIRED. ��,-,J, �L ER . , �, � I I "I I . � � , 0 GLASS -1 �'- I ­ f­uNCt`o0-_I PANEL L�E,. REG r E ENGI , OR " , , 1 :.,L I- I- - --- � ��i ? <br />lh� , CONCRETE Amr I rXt3TR& GIN , 0 L. (a) <br />- 1 -E.D. '+;� L ��,;�,',' . .(31� WOOD ANCHORS " "I " :-c <br />�� :,x �, _­_ L � APCHRWE PRIOR TO SHUTTER I , 1;� <br />`i I WOOD � I . I I , 1, <br />E1.1.5C";IN1&1"A01o10 I I (sAt SCREMM "I'll 1�1�1 ' - 4. 1 . . 11 I � llt�l __ �_,�' - .-�-__ 2 I � - I I � (SEE SCHEDULE INSTALLATION, ,,, � � ,_ " �', . <br />� , __ . RECOUPED , , , �, I I I � ,. � 1 <br />Om 1, I I I . I L' <br />I , ", i- , , �i� . tStE � 1- - - -1 , � I CHCAIS� L ___­ <br />- ., ,,, 4) . � 1/4 �_ i' I � I5� 1 - ____ 1-4- F. --- , on SHEET le . - I 11 I � --� " ,,,, - gnt- IV WaRp REALF <br />� ,:, - SHEETS 9 � , B - FtOOD ANCHORS ALTERNATE WOOD AN j" <br />. SHE" I 1) __� 6 1 � � N I 1� . <br />I ACZA I L CD a) <br />" LLL � �-, � 'a OD1190D6M i � '. � I am -Uj —1 Son 51 fi; ­ . <br />� ,,,.,,, I I- I --- � L tt (SEE SC140ULE ON ISEL SCHEDULE ON I <br />�� . i,/,.: . " , 'L . -_ m, <br />I - -41 MA t @ - 1. __ .' __ - ___ ve.,- IV wAseat ,mAC MAX I, I � 1'z = � EQ-, _i, L�' e- ss- - .1 ALI - <br />. L SHEET I 1) SHEET I 1) 2 ED I/ -zLNI - <br />- <br />`� I - SS ' I - , . . , , ,= ,j - -4 1/2- 1 <br />. , Th, sIm.0" It. So" OR � 112- Im '"R'3'�i = F - 'ED 77 - : �Lk,j OF ' <br />w, -� - - - - , - '1/4- "I I I - = EA i , : , . . III 1/2' CA- <br />,:::::7-- ___q I I - . I . k I - '�_ MI rh � I " Jc_ <br />-, , # I 2 1/2' a,., , .'-- .. , <br />I v 1/4 CONIC ETT ANCHORS ". � 'MAX ;�: - - I TH I _, I . - . I <br />It I ,, -, I - I/.�tut -.S../- -�� f!��I­_, �L� , � I ,�i , <br />�_YukK __ __ ,. ", , ,,�; ... �, I L L - , - - , WOOD HEADER - - - , ! I ­ -1 L .. ,/e 1 1 . <br />. I I , I I 1 2' 1 ED - I I MAX. WOOD �R_ L t- -_ - ..---- - - - -,-- <br />I (SEE SC".mKU, ON - ... L , REQUIRED I 1 I I - HEAD 1 1/2' - - I I <br />, � � I MIPL jti� I -- _' - - - 1 <br />t __ ­ - - - . __ L I F-D , , j � I L W,P. � �1� , . . --- ';;F- -- -I- - - - -I � ­L _r "--;4 (n <br />I I <br />It (i) � r- I/.-.-,-,- I . . , I � i - I REQUIRED �,= U: = ­'­� <br />- <br />��, � S�r - - I . � ,:. . 1 7� ,� - I � I -1- - I w <br />a I . , . :,A ,� . I , "": , �-� , I i 1- 1 4� _77 1 1 � It `IADIEk's <br />I SHEETS a 7MAOUG 10) �� I " � z 1 ! ED � T I I . EXTS11 ; , , � : I I <br />, , <br />I - <br />i it -_ � ," I . 1 I I w - , _� 11 t _: ���,� � I <br />I FLDL 1_.",�� I .,/.- 0. � I L. . v M., " 11 , ; I 1j) I L___A - - . - _ I-,., - I =�4 08 1 A,/4- O� <br />",:,�- - . __iW , . I I WOOD ANCHORS <br />. ,� . - �­' �, 11 F ; , � I - j � , 2 �� <br />"', �'_'­-`L � � ; ; @ I' 90. LONG ALUMINUM SPACERS* 12 1/2' 11 i - - __ 1 It <br />1 �L " , - � , <br />I I �q I ,I _ ,� 11 I (SEE SCHEDULE - , I I - i - i ­ (SEE SCTIEWLE 5K L � I � <br />", �,�' I L : , I <br />,!�-,�,,�, 11 PANEL LENOTH � <br />" : "I - 11 [ I I , <br />I , , �, '. . <br />1- .��,,,,,,,.. I � � " _ " I � � OX, (SEE TABLE #1 GIN SNE-El I 1) 1 1 <br />11 11�, _5 - I p SHEET IT) I L I ,i m <br />VOST, , � � I C ON SHIEV a Lj .1 LL lz r i 'L ", ? <br />rl ! 'Cl ) 1, j I , - NOTE Z BELOW " 0MITATIONS FOR : I T . = <br />11 mi.� I I i - . J) ; � � / " w. '. <br />L <br />U , SOPASAPON I FOR PA % SEPARATION "I., MAX. � ] I 'I, , w , � 1 i ?- UD SILIEVEEL 15ZIPARATIDN TO , � I ---,--- I <br />il I , ,) �1, ,­,", "I'll, . � I 10 GLASS, I & - 10 GLASS - I PANEL LENGTH PANEL LENG111 � f , , :: � ­4 GLASS.(SFF I 1 r--;-LI I .,� I 0 <br />_ <br />'tEl".10 - " ­­ , - SS I C Ali, , 1) . t,*,-' I 'D ; <br />- " , fl� : I ONI SHEETS SEE SCHMEULF I I I i I 1 � ( 1- � <br />CHI <br />, o ,) � 1 ILE I � MAX. i I <br />0 L I I ! I r. T Ir i I �� i , > <br />,EII, � SCHED I : I _j - I <br />I , GLASS 1 Tp,#_t,­* -1 r (SEE SCHEDULE I'VE I SCHCOULE I , I <br />11, & to I ON ,SHEET 3) ON SHEET 3) - - ON SHEE( ULF ,-PANEL MATE FEMALE 0 09 PANEL MATE SEPARATKI GLASEL <br />SC4E01PULV � IS W10 : ON � SPACER 3) 1, , I ON SHM 3) , L 0 TO <br />JSEE E ON . A, , '1�3 <br />==_ I - .. � �/-, *;� 9 ar : I - , PLUS (SEE SCHEDULE ON SHEET 1 1) 11 <br />. I I �. I �- a <br />IV, - i 1_1._. I MEET 3) /t�;K:Nv ! I I I I I - _�_ , ­_ - TSEE SCHEDULE I N SHEET .3) , %, Aim <br />�s wo i T I- - - I ___1 &Sr 7 I I V1.1. " <br />10 W - � I PAHL LENGTH I SHEET 3" L I - eINE, 'L' M­ I I emE WJA PYNO. I i � I '. .= 1 ] V.1, PANE, LENGrU <br />- I IV I- - I I I I - Ar I 41 _O, I _,6 <br />I'_ ILLIC I I 1A - . .% I M� � � I , 1 "LA.LNUALA, <br />__� I- (SEE W.HEDULL - LAPIN IWvT r.MrI PANEL LENGTH LEN'T" - r-n AA I j I ] 'L' MAX 11 - - - - , -, (SEE SCHED LE <br />t I I L I-- ------L - , PANEL LENGTH , ,­� - ; m FOR A`No ON S.EV U <br />I .. - , - I o - i 1=1=.1 EXISTING uNcTNi � T-G*) 3) <br />- I (SEE scoaxu - - I EXISTING ___, I 11 m SCHEDULE - <br />I WIT. I ON SHEET 3) .1 � I 11 I 'i SEPARATION I - 0- <br />, <br />SEPARATION I ] ON SHEEI 3) 6- 11 . - - GLASS 2*.4' WOOD I - 0 - . 'L I --- � <br />- - <br />I - E=%H I - ..� I - I - GLASS : -- i­ PLATE REQUIRED 1_�'_ I ON SHEET 3) I <br />o . S. � tl=&� -1 ISEF .. 0- <br />_1( TO OLA'­ , i 1_1_1 1. GIASI � ' FA; SHEET 3) ,,�) .-To J", - ".---.L-. - - --- I <br />, <br />t 01 I,-.- --] I 11 DIRECT MOUIbG I <br />SEE SCHEDULE I __ __ - - ­--­:LAy __ - - -1 � ­1 I � I-- ­-, - - ­1 - - , T , ! <br />_ I— - � -_ - 1- - - - ��­_______ .- -- .1N`1______1�1__1___1 <br />. I ,,_, OF 'L' � - I . I V I � - - T­ ­ _�,) I <br />k ON SHEET 3) � I OF 1, - , � , , x " - I IL L : ] I � * I : _�, I IF , I --� I It , ! 11, 56X < <br />� �,7, ,�,�7_, ,T�-'_',7a1_mF'1, 'i -A _� .1' I I I 509 I ; or %, <br />' <br />- C i MAX , 1�' , `:�,�_��111'1_111 MAX I _ I , � :k , SCALIE 3/8 <br />_,�__, _,�111�11, , T I , I (j) Mo. i <br />,,� , 1, . _- � I , V ; -- <br />I I 11�� ,� , , <br />t �, <br />IT �) = L 'L ,� I ffl, J I ! i T 7 - I I I F %- __ � � , I U) <br />� <br />I <br />_� ,'�� 1 -,,,, ­'t;,_� 509 � I L , SET, TABLE h I ON SHEET 11 FOR MAX. PANEL LENGTHS ,&,, 11 1 $, 0 X I _q <br />A I I @ ; I- O _J� �im ' �`,�`f, � wx I_ - , ,__-__­1 , L I 0 12 1/2' Q,C� . <br />ED -,',f' _-,,',', . MAX, A-S.0 DESIGN LOAM FOR THIS INSTALLATION. - � -if i <br />L <br />, L ��, zo I � I I I L 'Y I I I MAXI I I " 1; <br />I <br />I � ,I�W' ! 12 1/2- O.C. : I" ", '�.` - I &I, GT.R ! OF *L I I � - __ _1 I 0 <br />�11_ - - L- �_ - � ve ,- i - <br />- ; I I IL I, ; MAX. I I �j L 11 0 12 1/2' O,r, � I . <br />,a Ilm a � =­, f -, - I L, ' I ,� , Ac -1-M-71 or I "I � /� I fa . , I � I I a) <br />� ,,_,11'1,�,'�11`1 � -w- I i44 IT, I MAX : - t ; , 4 1 EIal 11 I i (i) -- ,�, . ­­ A ­­ 11 1 =3 <br />_�., C - ----- I - ! <br />N &��:�­- - ' I :<;��,,�� . -_ ! -- I ,41 3 4- 1 0 I, )/2- Oz . I_ !� �77-,L-! - - 1 NO ""SN", I t.- �' , - .1 LL I I/,-_IxN,,- <br />I li� — " , -:: : -_ A: I i 7 � ______ - . , ______ I I I . 1w <br />I Q: 11" 0. ". .,�: 11, <br />4�XL ...... L I . , ALLOWED, E6 a I/.' Ot <br />I "'. I CONITARVE ANCHORS � �_ , i i � ! I NIAD sm� -0 <br />COHCRVE ANCHORS .,� I I I � <br />f�"-,T :���� � f, -- I I - C: <br />L I _1� I � <br />__ <br />(SEC -51HEDULE ON C4) (SEE SCH'OVUE ON 0 i I � , I c �� - -_ , C: <br />EXISTING POUR L �'-�711--,-�'.75 ... ......... I 0 <br />, <br />ED L� " -7.,` 1 � , <br />- _ - t�l __ - I , L- __ __ _. ___ � �, , <br />. <br />t . .� - 0 <br />'3/4* _, �, _____j___­:�_ L , 1;1:9 (SEE SCHEDULE ON I � <br />I - <br />EXISTING, POURED CONCRETE ALL DESIGN LOADS A PAN , I I_q) �__ ----,---3 % . . I I ; I i .. .. 11 - 11 - ­---­_, 2"XIS' WOOD 2-.4- WOW ALIT I L_ <br />, LENGTHS PER SHEET 3. ; I I 11 fi, 1 SHEET I 1) � (1) ftimimm M LOOM M - ONE STORY so,111.95 w1w I51-01 ___1_­_­­­_- - DECK RCOUIRED - ­1 - � ANCHORS <br />PETE BLOCK �L I : � )� 7� 1 - REQUIRED _L I � : - <br />09 COAX - , 11�_ --- - - - . -1 e �!, (SEE SCHEDULE ON <br />cow ANCHORS REQUIRED- BLOCK 2'.4* WOOD '_ _I �L !*Nam I 095 IS A RESTRICTION FROM My ANCHORS ---- <br />FIVE. _ AVE _'_ � I IIJ BOLIVIA; MEOW OURRIVITLY IkONCITEN ON SHEET 411. i . . <br />SCHEDULE ON REQUIRED ­# ' Mo' I`GNQ ALUMINUM SF .,I l� t I _e1a"_ I - m 0- <br />(SEE ­ L - - 1: 0, - - - I 2 1/2' CC, (SM TABLE 11 ON PLATE REWIRED � ­ - I I 11 � � (SEE SCHEDULE ON 4 11-1-1 1-11 I ;: SHEET 11) <br />� Y­ - makem, I I I -t I 1) __ - ­ __­_­ ­11 1__ 1 � <br />, , L1_1 , , - - _..... . I � � <br />M 9 THROUGH 10) - , ! � IL ; � ­ ---- <br />SHE ,� I , =W, I I, w sava-TON TO GLASS j � I � Z'.e WO I I _ _ I , <br />, � SHEETS 9 THROUGH I SNOVS 0 IMAM 09,2 I/O- I,40AG WA. ALUMINU I- ., I I STAGGERED W/ $TOO <br />­�- 7'�7".-77,,, --77,1 , , _ - I . WOW ANCHM * * wm � i <br />,� , - ­ ;H to) - I - IL <br />CONCAVE - - � I <br />R __ (AL7. CONDITION) � '� 1�,_ m I I . - , ___ ____ ­ 'i SPACER " MY at I Itr UDNG LF,. <br />I _ OF WALL .,I SLAB C) <br />, , �_ "', L" ' <br />EQUIRED , - . � SPACERS 0 6 I/e O-C. VALID '. EO I I � <br />�_ � <br />� <br />, , __­ � L , <br />, ., ,_,_ "D PeDic ., <br />, , , - - <br />", ';,_ CON - � <br />,'.,,�, r , � - .wow <br />,",_ <br />� ,,, , � <br />, "'I " <br />, , ; _ � OD, ! Sm 1, I I <br />I I ;I L 11 1�111 111�r I I � 7 , �� " IIIATE REQU I% I I � I <br />SHEETS a & 10") I _', i,:j I ; TUG I ON m ME M&W 11 , -1 _ , - RED 1 001111 St SAO OR i I <br />' I �SEE SCHEDULE 'G. _ _ �_ I fF <br />.;� <br />.4 S� , I <br />I :1, � I ,;i= 04 � T <br />SHEET I 1) OWAKO WITH, I � I smLeY a), I --- 21 HIT, - - -- . ­­­ I --------- �f,J - <br />- <br />�Lj'� 1, I � � 0 a) <br />-QEUJNC;- � 0) mAINLAI A50 DES" PAIRISM I I I <br />W/SPACEU 0) OR ' L ; 1 RATING is -00, -43 p-1. 1 i (W IJAX 24 CAM PA14L LOICT. CS UWAb To Or AT ANY OPENING � U) <br />_Lj � L _ , - j L I I <br />SECTI99 4 ISM I -- -114 1 MO 15 A RMIRICTION FROM L44M PANEL LENCITHIS AIDM ON ; <br />SCALE 3/8. I' SCALE 3/6-1- 1 1 (2) MAXtMINI SAW PANEL UNGTH Ct i SORETI'm SHEET 'IT i <br />SCALE 3/8-1- 1 7'. � WALL MOUNII MQU m <br />I I I I IMUNra AND ELM MQUISTING BUILD -OUT MOUNTING " <br />I I 1117, 6 p SHM ALTERRAIM 3W <br />WALL MOUNT1112 i (3) STORM PANE INSTALLATION IF MY ALIERMYTIF - (4) I V4 kOW MUM OUVONIM #%A POLL BE ASS INDICUED OI4 j <br />� ALURNAMM-0 <br />� INTO A,` 0M.0 wow m1w WAU_ i sckE a/8-1, "A 2- INPILUATION OF 1 1/2' LON: SPACD? GA ITS ONLY I <br />i I C FOR WOO � 1. 2 *0 3 AS DEFERSED 81 ASet I SCALE 3/8-l' SCALE 3/8-1 - co <br />I ALTERMILYE 1w . i _NKG � "'tiIIIIH01" " <br />� I LEAUFATISTANOW NO TIC 2M (M EDITION) Of THE FLORIDA � - - , <br />SCALE 3/8.1 - 1 (4) INSTALLATION VAUL, ONLY EGA Wm I CODE. �,,!I�j� V �jo,,,,, <br />ZONES 11 2 I 3 PER wm C I I <br />,# �� '�p <br />I t I , !iv '...­_ ��III, <br />. 1', <br />"11WHIRTUP", '995-cs, 5 � .� <br />$�o N. r A i � "WAUN00INVI, , <br />IQ 4x LU <br />� , ,��% _. ,�,'�' <br />.1_­____..___­ ____ , j� A. TIZ41 * �-­___,__--___'_-­­'_­ .. ..... � ... -----------I <br />I .e p ..�' IL,NGEAfSj,-.1,.'p1,. <br />:0 , ­­­­ I/.- I ______ '10"I'­.... :;F-% 1_­1______­ _1_­­______1_1 I - __ ­_ ------- __ P .. %t -� <br />. , .'* - <br />I f4�."`I,,\CENsj%!!fI1--S I I NOTES, � ,,'*\yCEN *1 _ I Nm: z ..' NO. 44167 't Ik FLDIRIDA BUILDING CODE (Non High VIslocity Hurricane Zone) I = 7- <br />, I - m - . = <br />I . FLORIDA BUILDING CODE (Non High Velocity No Icons Zons)l - __ I .. _CEN ,��\ FLORIDA BUILDING CODE (No" High Velocity Huricarm Z.nj = *: 2: <br />, :' I _� : 1, 11,15TALLATION ARE ONLY VALID FOR MAX A-5-1) = -, ---- - - -- - -� . I < <br />z o.44167 *. � PURD �`MCO. W_ I.P. DI ,5ECIMI NSTALLAIION ARE ONLY VALID FOR MAX, A,S-D, I .- No. 44167 % = e0m 1110"EVOL W, E.F. TOP & BOTRW, MOUNTINGS CAN BE DESIGN PRESSURE RATING (P-.f) AND PANEL LENGTHS � 7*1 � T,LTam - 24 GAGE GALVANIZED STEEL STORM PANEL IP <br />= i DRAWN w 1 24 GAGE GALVAN12ED STEEL STORM PANEL I 1'.. <br />= s 24 GAGE GALVANIZED STEEL STORM PANEL NM__EQ8_=_MU1NAMhL 1 DESIGN PRESSURE RATING (p..,f) AND PANILL LENGTHS . * ., . - ORMIN OT t ,�;.� STATE Of ` ;F INVII01 m� <br />* " ! = AS PER SCHEDULES ON SHED 3 '4�7 $ ,-- <br />= * ., * f ,�� L_ (EXCEPT - I * I * i COMBINED IN ,ANY WAY TO SUIT ANY - - - I <br />- .: - . I - .7/27/ZM TOP & BOTTOM MOUNIiNGS CAN BE AS PER SCHEDULES ON SHEET 3 FOR I . - — '� GLOBAL PROTECTION PRODUCTS, LLC. � 11. .. Z�__�;_ 1 T1 ME C;___�\ . SAM <br />E.D. -(EDGE DISTANCE - !� -a'. STIATE 0 ECTION PRODUCTS, LLC. LPTE COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) 1i 7�% STATE Oli--- - - - OATE, ___j MEMBERS 10 BE SOUTHERN PINE NO 2, W1 SPECIFIC �,_ �0 , . <br />S .:P,-. - :,- � -- _ -, -";, ­­1 ------- -0 .,�. <br />��_� / I L E C 0 m. � \ GLOBAL PROT , ,_�_ , / 11LIECOINIC. L <br />TOP & BOTTOM MOUNTINGS CAN BE T`U.n - _.� mK* S.. 6 STREET iNii TJON_ p_e___ I I mm &.1 AT STREET . <br />SEE SCHEDULE ON - - . mw_ IT. :K01 FRAME CONSTRUCTION: WOO,' .�.� -_ � Tun 'Esw at "non: DA'ALL F_ =I. DENSITY OF 0.55 OR EOUAL �, h"NAL I T,UjT m"MAJ& mee"JUNG, COMPANY ONG S... 5, SIREF, <br />COMBINED IN ANY WAY TO SUIT ANY , - , ls,,O� -, 'ZoRm ... , � . We v;rt= ­�_ - - - - I'Ite'A I .1. CAW- " MI. z <br />SHEETS 9 & I 11,,�f'i ,��"",".-44 /5�.zo .:--ti. IN, "a' <br />0) I - .FX*) - � (eo"-750. FAX1 EHHRMI--w 20-175 1 FOR NEW WOOD C1914,IP, ,_!1,m­ NHONE, ONAN110-eKII, FAIF (954)6II&MAIII7 20-1 75 oN ... ITI07 / - I mm -, ­ NK.O, MOSSF-76,;.. FIX (�)6119-8107 20-i75 <br />INSTIALLAtION, , V ��'m F.. OWN ... 0 - M."'m , . i I -=.r <br />, . -- --- DRAWND q.. MEMBERS TO BE SOUTHERN PLNE No 2, W/ SPECIFIC - - - - I < <br />I ILL __ - rA-O.m,R .I-- I IN, I - � I - I - - DENSITY OF 0,55 OR EOUAL. , CA-0,667 --I ,eLtNNN I - I -I - I-- OWIII,n . - O'e, WAL/sEPAIUREIrvat CA-0001,712 -.t <br />1.1-1-1 - ­­ - - I .Ilftl tw�­-,I�._' PC - I I ....... Niiw,ewv.,UA�,,, - - - '.1.''R, � �� i � � � ���� � ��� �� �� � � - - <br />I , "" IM I I � I SAW O a III PER I 1`U.TT I I I - -1. w,Wm WALTER k TTUJ J,, PJF_ <br />"If,211 �4107 ; i - � VISIT I TP HI L -- --------- - 04mk U,,� f 44,61 _j <br />--------- -­ _­� I -_ ___________ 20ma-21 �, j I , I � i ____ �­ L. <br />I I I I - - I Q_ <br />SHEET NO. <br />IS H 1 .3. <br />