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<br />-0 EXISTING WOOD SIRUCIURES ' (3)
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<br />,;� . �I56tTMORIeMPA040""A DOCUMENT (P-LO.) HAS BEEN VERIFIED FOR. COMPLIANCE IN ACCORDANCE m
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<br />MAXIMUM A.U. DESIGN PRESSURE RATING (9,s.f.1 AND -1 - - - i 1/4'. LAG WASWS 0 e OC W/ - L � f - - I W13" T14C 2M ('/in tDITION) Of THE FLORIDA BUILDING CODE THIS STORM PANEL SHALL NOT SE IIIISIALLED AT HIGH - IIF14-10 PAINIOLMATE FEMALE Q AND PANVILMATE: PLUS ANDMORS, AS MANUFACTURED BY ELGC CONSTRUCTION PRODUCTS.
<br />I ' `/2' Mb"L PHREADEG PJUNETRATIM I " � � - VELOCITY HURRICANE ZONES [MIAMI-OADE / 13ROWARD COUNTIES), - 1/4-0 LAC SCREWS PER M.G.-- C = Co -cu " u)-
<br />- - - -_ - - - T I .�<" I = 21w *wIJ
<br />CORRESPONDING MIMMUM PANEL LOM -I-- SCHEOUU - 7 7t _77, ,� 1/4'- LOU %ft`WS & V oL W/ - � -70 -_YWCK WOOD HIAM. , r INOLImm '/.'.LAU SCREWS 0 le O,c W/ DE54N WIND, tOADS SHALL BE DETERMINED AS PER SECTION 1609 OF 7LLE ABOVE MENTIONED CODE, FOR A BASIC WIND - 7/iS741 ,, 5,/S* WOOD BUIRING. AS DISTRPSUIED BY ALL POINT SCREW, SOLT & SMIALlY CO.
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<br />MOMUM AAD, DESIGN PREMM RATING 12A,Q M12 CORREMMQINra MAXIMUM ANgWR ", - , Itr W11 111REI ME'RATION 11 � - I FIAT OR D. Em I 1/2' W., TIOWAM PENETRATION S W -0 0
<br />"�� I _. , PEEO AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE N$IALLED, A FOR A ORE I IFY P OR -0 _a
<br />FOR SERICA I QQQZM E-Z HMO IM PANEL (f) UM _L __ �. - 11 'O OTIVING WKX` LIAM ii I NO CTIONALI ACT
<br />. . - 4 rT, #14IIi' SAL%, 'N . - - AD-OB3, USING ME t-M AND SHALL NO EXCEED THE MAXIMUM �XS,Oj DESIGN PRESSURE RATINGS INDICATED ON SHUTS C,i) MINIMUM ITIREADED PENVIRkMON TWO, WOOD Of TAPOON ANCHORS SHALL BE 1 1,12* AMC 2' FOR ELCO PAWWAIE PLUS
<br />SmmQ SCHEDULE FOR I Ns Ihw Gamme a cowam w" STRLM A 11 - -, & , , 11 , -, TO EXISTING WM 4EADIER,
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<br />I I /J\ ,, � � ) " END OF 0 11 1� , 3� 0 'NRU 12 & IT, 40. AND PAINEUMALE IFEMALE TV, = c) 0 -E w
<br />J�_Mffi�_A�� _@c-, 114o, �_Ms. � ; 'A ,, �, "', WiNc IN ORDER TO VERMY TlF ABOVE CONDITION, ULTIMATE DESIGN WIND TORUS DETERMINED PER ASCC 7-46 SHALL BE FIRS7
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<br />�, -,, I � Q) � � REDUCED TO ILS.0, DESIGN PRESSURE Wil 60 MULTIPLYING THEM & Go IN ORDER TO COMPARE THESE ill/ MAX, (A.%Oj C�.2) M1141MUM THREADED PERETRA Ar SCREW, IWO THE WOW FRAME UNIT STANA. DE, I 1/2, I I P
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<br />Al"RJOAKE * L 1). � I LAC SCREWS 0 5- ox, W/ \ " , p..., SMS� DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 42 & 17, tt K'OLEIRAPON INTO STUCCO SHALL Of. CONSIDERED AS POINT OF THE REOUIRED THREADED MrtpATION
<br />MAXIMMM A.SAK SECTIONS 10 A. .0-' UPCONS � APPLICABLE -10 , i- X;Oxn-1 TALl , PENETRATION , � i Z a Sh. END or IN ORDER TO VERIFY THAT Al"ll ON INS PE-D AS TESTED WE NOT OVER STIRMED, A 33n INCREASE 94 ALLOWABLE = 0 LL
<br />" �( I =1 - � MAXIMUM -ma ' '2 � , . TO Cxmm WOOD w-ADER, , "I E ENERS SPACING TO WOOD HAS BEEN 0.117PIONED IN I
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<br />PRESSURE PARIEUVAlt FEMATE 0 1 ;�t�FLUS to" -1 �,- I " I " , C,5) MINIMUM EDGE DISTANCE UP LAC SCREWS. INTO WOOD SHALL BE AS INDIt = - -
<br />GES.-i'" , 1 17 '7 r T"', /� WAS ATIEP IN TfY5 GRAINING
<br />- =74AV , 0T USED IN THEIR ANALYSIS. PASTE
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<br />455.0. _75_3 70' OR uw 2 9/10- S, ,'w To UUNUREM ,a CONCREr, To co"cem TO TO CONCRETE - , . THEM, LENGTH 1L* (01) c L i OF OW-) 't - ) CU 0 -I'- %4-- m
<br />& 110 CONCRETE = I To Ca"C"i I i I I ACCORDANCE WITH Kb.$� 2010. CA) MINIMUM PENETRATION OF WOOD BUSIONG SHALL BE S/t*_ llP 0-20 SCREWS USED SHALL, BE 1 1/2' LONG MINIMUM
<br />I I BOLVED - 31W (P.&f.) � _Bi BLOW . I BUGCK I I S/Ie *�,, me RIVET uu � " ; -, , I I STORM PANEL'S ADEQUACY FDA IMPACT AND WIND RESISTANCE HAS OEM MKI'TED, IN ACCORDANCE MTN SECIM 1601i OF %%A >
<br />i - , "'L pol.- sm-S _amul� 4 THE ABOVE AElITTIONED CODE AS PER AMERICAN 7EST LAB OF SOUTH FLORIDA REPORTS JOBIC01-01 AND 00219-02-09, AS SHOULD STUCCO EXIST, AM I' MINIMUM FOR WALLS WITH NO'STUCCO
<br />� I ,,i, rvm 0 It LL I' PER SM LIE-" A, ASUM E 330-02 SIAMOTARDS. AND AMERICAN TESTING IAR SOUTH FLORIDA WPM #1123UI- TO AS PER . - %-.p
<br />.65.0. 1513 70* OR I= 2 7/8' BOLTED - 4, & 41* 12* N/A 12* N/A 12, NIAL 1 12- 1 N/A I- & 2' (TOP) I (TWILL 0 Ek Dom � i C6) IN CASE THAT PRECAST STOW, OR PRETAST CONCRETE PANELS, STUCCO OR WOOD OW-05 BE FOUND 0.4 11HE EASTIN4 U) = a)
<br />I I li* ,.* IG, '. 5� 4. S" A- MUP7 m I I , I 'O 1, 0 ,L TAS-20' AND TAS-203 PROPOCOkS, AND AS PER (,ALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 M H. WAIJ_ ANCHORS SHALL BE ILONG ENOUGH TO REACH THE MAIN STRUCTURE SE14IND SUCH PANELS. - 2
<br />1 - r- - MAIL 1/7,4 & � FLORIDA BUILDING CODE U)
<br />- MTI�D - 3 4 & WMGNUT AT OVERLAP A, 4OX OF PANEL LIMON - S�� I I --,-,-- -1 � K I -#-,, 0-
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<br />12* S' __ 4, __ w Or SON 1000 +- - - I I - LJ� , wm HEADER REDURM I - 11 2, A14 ALLARNUM EXTRUSIONS 10 BE 6064-1b ALLOY AND TEMPER. (UNLESS OTHERWISE Nl SEE SHUT 2 (0) ANCLIORS SJ�J, BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF R< AN01OR'S MMUFAC-IUKTI, "E 0 -0-4
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<br />___!�^ MIA 2 Ill's, wl,,. I, I M .I`- I Ii SWW 3, Ali NUMINUM 0,1UT METAL USED AT CLOSURES SHALL HAVE SIOS-H14 ALLM 8, PANEL$ MAY ALSO BE INSTAILLED HORIZONTALLY FOLLOWING INSIALIATION DETAILS SHOWN ON SECIM I THROOGNI 6 (SHEETS 4 1___� III-
<br />__ __ __ _ - SEPARATION - TO GLASS, , .. w
<br />+66.0, -75.3 ___ _ - 70" OR LESS 2. 1. M S, - 1 - - I . a U) <
<br />7' , N/A 1 6 1/2' MIA 11 I/2' N/A 4 1/2* N __ __7�1,111) 1 - - - ", !!!!! 1 4, AL STEEL SHEET METAL PANELS STIALL HAVE STINXIVRAL QUALITY STEEL. ASTIM A-653 GRADE 80 MINIMUM, O-W GALVANIZED W2 -
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<br />TO auk!�S AING NUT a .. 9 FF� I iy EEL DESIGNATM W/FY- '92 2 AlIi (AFTER ROLIED)� "
<br />. 9. it SHALL BE THE FICSPONS51BILRY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE 15MLLYTER IS TO BE
<br />12, N/A 12* W/A 1/2' N/A 9 112:' N/A 3! __ ,,- EVERY OVERLAP � - 9 _1I1%w=_ I . ATTACHED 'IV INSURC PROM ANCHOPAM THIS SHVTTEP SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOW FRAME
<br />41 - C-Q.) I _.___ - Z 5L ALL SCREWS TO RE STAINLESS STEEL SUt UP SIB Al SERIES On GOPRI RESSTNNT COATED CARBON STEEL AS PER DIN
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<br />M. 50018 JAV 50 JPI� YIELD STREMOTH AND go km TENSTLr
<br />1 12' N/A I NIA I (TOP) r-1- - i 2 elle Min 9 _ STRENGTH AND $HiLL COMPLY W/ FLORIDA au"ING CODE SECT40N
<br />. _ 1 Ir M/A 1 Ir I le 1 N/A A I I � -k- - _L_ . ki:3-.*/ If �M.' 2-1 t 31A. JUL EACI4 REGULAR STURM PANEL ART" LENGTHS OVER go' AS PER SECIONS 1, 2, 4. 5, 6 AND ALTERNATIVES I W. 3W & 4W ON p"IN., =
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<br />,,, - (BOTTOM) I - ___1V_ - 10 CAM. VIEW O~ tEi EVER, OVERLAP 6 SHUT$ 4. 5. (, & 7 REsKctwLr, si� HAyF A CrMal AND FmADLY InSim mARmG iNsTR-Juvois owNEIT OR TENANT To 0
<br />12, 1 IT- 1 L2� 1 1 4 .1 I i 9 I i P- I - I'- ,� I -4. -1 I BOLT$ TO BE AStM A-47 GALVANIZED 'MR_ Of, AISI 304 SERIES STAINLESS STEEL WOLI 36 kai MINIMUM YIELD STRENGTHL %CURt PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARF41NG . 4r- .,
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<br />* UNITED TO WO P.J. A.S.D. OESION PRESSURE RATING !I W � I 1 -I - ___ I = =
<br />rllll� -I- 1 7 ANCHORS 70 WALL SI,ALL BE AS FOULOWS�� I I� INS INSTALLATION CONTRACTOR IS IC SEAL/CAIAK ALL SHULnES CM%K*W EDGES WfiCH REMAIN IN CONTINUOUS CONTACT WIN M =
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<br />� g§ . . p I 1w C BUILDING to PREVENT WWD/RANI WINUSION
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<br />*SEE SHUY 26 FOR AWHDRS TYPE 4k SPACING FOR WSTAUATJONS INTO ill= + REQUIRES Ill aISANCE BETWEEN 190MM OF PANEL el 1"'_" � p STORM PANEL MSTALLATLON SHALL COMPLY WITH SPECS INDICATED IN IMIIS DRAWING PLUS ANY BUILDING AND 20NM REGULATIONS " -= I
<br />FAAAE BUXOM IY2* � � I_- "' I , I I 11 I (A) ����EMAHQPAGIUREO BY III^ SULDt3L INC. t%P� 1'.-4192 P1') .. TI, I C.i CL -
<br />MO (2) TO K- 1/2* . I I - 1/4� A x 7/8� CALK-JN ANCHORS, AS MANUFACTURED BY DEVALI INC PRWOED BY THE JURIWICTION WHERE PERMIT IS APPUEO TO� 11 L�.
<br />MINIMUM ANChOR SPACIMM AND VMNUM EDGE OSTOOKE ARE WD"TED ON " I L M.x - if - f , .- =.
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<br />'ING , . f us. - ,� I - V/4'a v 31e SOLO -SET ANCHORS, AS OSTRIEft.1100 By ALI PONT St", BOLT Al SPECIALTY 00
<br />SO4MULL FOR M USS THAN DOC90 M W*EMOX PENCE ANCINOR VW. 11 . C-t I 1 (9) THIS PRODUCT EVALUATION DOCUMENT (P1-D) PREPARED BY THIS ENGINEER IS GENUK AMC DOES NOT PROVIDE INFURMATIOR .E
<br />BY JOULMY" SPACING SHOO ON SCHEDULE By THE FOLLOWING FACTORS FOR I � - - .. - � I (IN, F,.--XW P�..I) "0.00 4w C.)
<br />THIS OPONARDN TO BE POSSIBLE, REDUCED SPACING WARNED USING FACTOR SKALT _"' C :: - "'It � I I
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<br />k -1 * ,, F� *� 1 1 - 014-10 PANUMATE FEWALE 10 & PANELMATIE PLUS ANCHORS, AS MANUFAC"ED BY FLCO CONS"u-11UN PRODUCTS. FOR A SITE SPECIFIC PREVECT. La. WHERE THE SITE CONDITIONS DEMAITE FROM THE P-Ep
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<br />NOT RE LM T%AV "FUUM SPACING RADICATED VCR EACH ANCHOR TYPE Al 7 . IsI.. u , , 1. - 1/4-* ZATAC NAl ANCHORS, AS MANUFACTURED BY DEWALt. INC (bj CONLIFACIOR To K FrsPUNsTElLE FIR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING iV. SAFETY OF THIS PRODU
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<br />ANCHOR WILT `44,11. - - " �. i I q11T_ PLUS A, I I � m;.migNc A 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL St 1 3/0i 2* FOR EI40 PANELMATE AND M
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<br />, _114'-_A All'- _: REOUIRES AN, DISTANCE BETWEEN BOTT ` PAPAIJUXTE PDAKE 0 g
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<br />.4. A.MIM V,ac D.) 1 2 ,A I 11 t/-*F LAD SORM 0 91 04. I , , 8 . - i � I- All - is�AW!lr 42) CALK-44 A SOUD-SET AMMORS SHALL OF EMBEDDED 7le 000 THE POURED CONCRETE- NO EUESOMENT INTO THE C ?1: a)
<br />10-NNIA (KI) I * � I � 1 ;/�*#_2 " - L " 1 12 STUCCO SHALL BE PERMITTED. I/O #-�O SCREWS USED SHALL BE I f/2' LONG MINIMUM SHOULD STUCCO EXPS1, (e� STE SPECIFIC PROJECTS SPAL BE PREPARED BY A FLORTIM, R-UMSTIRSO ENGINEER OP. ARCHITECT WHICH WILL OEC04C w "a =
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<br />Ail"', 'A UNININ, M.0 w I'l, a , 1pv 4 '. VT PAT OR 00 ME , � - NOTE T, onOw, `L�@ V.��-jr.l. -,w/ ,/.,.,/32- lim WITO WING NOT% PROPER USE OP THE P E,O� "GINEER OF RECORD. AM11 AS A DRECAltO ENGINEER TO I ,HE to C3 .=
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<br />mmemm FAM "Pt i4mv 0 , " - - I I Eff. C � 4 C..t ,;,% TO rHTS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. -1 :=
<br />� _r � 1.7 w SCREAm * Be. Oc. W/ 4.1 __.�, I A-3) IN CASE THAT PRECAST STONE� PRECAST CONCRETE PANELS, PAVM_ -*TO= OR WOOD BOARDS BE FOUND ON 114E P�E�IL ENGINEER, SHALL SUBMIT 1= I
<br />I - I - 1� � . I r, I 1 2' MP , TWA= -VATFATAW L-, ,,, * */ ANCHORAGE SHALL BE AS MENTIONED 10 &I) AND IN k2). ENGINEER OF RECORD -a 31: -31:
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<br />- - I ,w PW 04 ON E= , ! I � 2 - afli,, 2 THAT PREPARED IT = (b CUT
<br />� SCALE 1/4--1- ; 0, 0000 1w. RAT 00 ON MG-P .;; 11
<br />- 2 1 - WA" WOUNTING *00' RATE 0ECU'U" ALTERHADYE - 2'�M � � Qk =1112 . I. Nu. w,4 w . CASTIf4 WALL 00 FLOOR. AKWM VAIAJ, Ot LONG ENOUGH TO REACH THE MAIN STRUCTURE LEERING SUCH PANELS C-) TPHS P-E.O. S,OLL BEAR THE DATE AND ORKANAL SEA-1 AND SIGNATURE OF THE PROFESSIONAL > 'Z ;,- =
<br />-----------:I- I I Loa I - - [:� =_ INSTALLATION � - �. � L I : � - , --I ff PLATE EoUAm LA. S"UTTIP MANUFACTURER'S LABEL SHALL BE LOCATED ON. A READILY VSIBUE LOCATION AT STORM
<br />==- ALTMA , � I , � I BUIL%�TING - 1/4- A, `TAPCONI ANCHORS AS MANUFACTURED 13Y I T W RUILDEX, INC, 'I'A"O" i� = .m
<br />I ,t n, I. f -1-ii I LGG_ SCALF 1/4' E " I 11w � I . _�, - - (B) M_Q95II*r1_Cqb&KA_1LOQLE4L � PAMEI SHUTTER IN ACCORWCE WITH SECTION 1709 9.2 Or FLORIDA BUILDING CODE ONE LABEL I .
<br />I V409-L BE PLACED FOR EVERY OPERM LAOUNS TO COMPLY " SECTION 17099�3 OF THE -
<br />I 11 �. - .. 11-1.1- - 1/4- 0 . VS' MX-IN ANCHORS. AS MOINUFACIAIRED BY DEAU-T. ZNC� S
<br />- L � ," I FLORIDA BUILDING CODE. Iva =-
<br />9=. I _. ,.--" .- _mUld, _11"i - .- - Ile# X V4- SOLM-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SC "_ SOLT & SPECIALTY CO, = E_
<br />'IMATHILIft", 1. .INSIALLATIlM ARE MY VAUD FOR ftXORAS WITH AS D DESIGN LOAM ll.,. 1� , w-tv #14- TO PARIDIMATE FEM&E ID AND PANOLVIATE, PLUS ANCHORS, AS MANUFACTURED BY ELOG CONSTRUCTION ,R�%�W,u it ... m
<br />L '10,0110ty w-U.11614.4-11Q.4 ,/4-1 _" . I*
<br />" -To +sro� -75�3 RSP AND -ANWILEWP'NUP To 15._Jo-. Ef 1. .. L '_ , mawme.-rw t/4' 0 ZAMAC NALUN AhrtMS, AS MANUFACTURED M DEWALT. M XY, M ij
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<br />.1 V-4 L , .� , 5, 9�1) MeWhi EMBEDMENT OF TAPCON ANCHORS, ELCO PAAWLINXICS AND ZAMAC NAILIN ANC 3141 THE , �c , , - FLORIDA BUILDING CODE 2!= High valociiy Hfu Cane Zone) 12
<br />$1 , - `%T. NIII SPECIFIC DENSITY OF *__o UP EQUAL "' !v, S, BLOM- UNIT st'ALL BE 1 ve, � .
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<br />, V, .. LORIOA BUILDING CODE (High Velocity Hu cons Zone) - I � "I . " .. .= MIM M 24 CAGE GALVANIND STEEL STORM PANEL
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<br />= LA; I ..- � A BUILDING CODE (High Ylillochy NO 'cone Zone) 912) CALKIN 4; SDUD-5ET ANCHORS SHALL BE EMBEDDED 7/r INNTO THE VORl - 4 IENT W44 7 1 - - _
<br />No. I i s aX20 141,00% - 11 = . W 4 I! % =" �Im lm� 'P. SWUM SHALL BE PERMFFTEIT 1/4- 020 SCREWS USED SHALL BE 1 '/V LOWGG W 0 5"OLTLD EXIST, * -
<br />z . 29 GAGE GAILIANIZED STEEL STORM PANEL AT TOP = *: I .-f�l - milein
<br />z * *. * . - = GROW BY. .*E 20 GAGE GALVANIZEO STEEL STORM PANEL
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<br />� WELL AS , . . ON Now NUIAM m . - VNAN AND L' MINIMUM FOR WALLS WITH NO MCCU. � I
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<br />-- - r RIU�:. GATT, - - - 1. ,,�., GLOBAL PROTECTION PRODUCTS, LLC. `P'/NGN` e.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE E.-IORI .... . MAIL PL 30"
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<br />IFE SAEEIY & E-Z HANG- SIUM PANEL SYSTEM5 PANEM IN -#$I- 7 & 4W/7 IN -ALLA11-08 DMILS EQR REGULAR PANEL 1
<br />ANCHORS (SEE SCHEDULE ON TO CONCRE
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<br />I � __ - � f : j 1. I i SHEETS 9 THROUGH TW 1.) \e/ CONCRETE OR
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<br />� ;HIEMME QuAlmm STEEL � I LRIJAR'l INSTALLATIONS t 11 "� - L_ - , I I l I � - --- KJ ,
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<br />2, � '. - 1.6,71' 11- r ----A" pRES��1AFIND INSTALLATIONS t 7-111- , _T_ � � - ___ .- _� 1 �, -,1j_[j - i I 1__________1_____ ___ I 11�� .. ___ .-.-.--,, CONCRETE ANCHORS '
<br />i ASTIN AM I '�' L .oa4' va I i 1-1 __�e - - -_ I - " L ... jL, L I �� 1-
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<br />PANELS 904 BE INSTALLED ALWAYS -- 2.U7' - - � 11�0' __1o;__9_ I I � T - 1 �q I [�01
<br />I �,.L, BOLTED PANELS ill/ 64-F211;ER 1 � I
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<br />I - � I t I -LEG LOCATION . . . . . . . . . . .
<br />r 1 i.2150 i "". (�) i - I VRKYD STRUCTURES MINIMUM SVPAV TO CLASS SCHEDULE MAX, CUP I ",-/ \_�, 1� 11� __n4 MWC USED W/ I , 1, GO PE
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<br />I'11� 1-111-1 --- 1. I 111--i _�000. __ zxoo� i 1 � 5F&TIQN A- ALTERNATE
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<br />11 I - ! , 125' 2.0co. 0I : Norm, SHUTS 9 THROUGH to) SHUTS 9 TH
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<br />- ,xW# L_ I 1 t7so' "u. 1 �17110 G, I- POP A GIVEENIVNEEGAINE A&D, DESIGN LOAD.
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<br />I— 2kOD'___ 1. 7 1/2. 7 1/2 GIVEN A NEGAVIVE AJLLT OEM LOAD. DETERMINE MAXIMUM AMID. LENGTH %� FROM SCHEIDALf- WALL MOUNTimr,
<br />SLEM 1- MAX, �_ _1 I - TO I-s 1 , I �:] VINAL MAXIMUM ALLOWABLE PANEL- LENGTH IS EQUAL TO THE MIRIMIN DETERIAM PANEIL LENGTH ]JUILD OUNTING WALL MO ECT MOUNT
<br />(R I r" w - (1-0) ANGLE N, I I >115 TO 194 I- :1 I- -, 1 7 1/2- 1 OTTWEEN 'L+- AM 1-7. iffi �ml Heim_ff
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<br />� , , 3jj� . "� 11 11 . - Igo 1
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<br />i - 11 - . �TATE OF �-, : 1 24 GAGE GALVANIZED STEEL STORM PANEL GRAIN TIT : 1� a * 441137 24 CAM GALVANIZED STEEL STORM PANEL I DRAW" OIL - - z .' 0.44167 - It
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<br />.204' . a A, ckw MING &A 51 STSM (Sa SCHEDULE ON TOP & BOTTOM MOLINFIINGS CAN BE ��.� At -_ _.. -
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<br />- i voll Aaa � - 14W .1 -,.I 6 - R ; 11, .. UL "I-,* = N� -.0ali ARNC oumv)INim-'so FA. W.Im-als
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<br />__ _ W. I 3r 1 12 'I w i so- DURING OW INSTALLATION. 11 'ATI-11:4�=0 _
<br />- - - M. , - - _ - - _ I , 1 !�_i -- -,, = !- __.��_ I 11 A- I- I'V 10 CA- 1 NAANNI 1-1 GAINING W .
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<br />______ INSIAUAIION DMIU MR REQUIAR PAN __ .- INSTALL910W EQUAR I P - 11 11 --- - -
<br />INTO POURED CONCRETE OR CONQUIE BL=K STRUCIURO INTO WQOD SIRUCTURLS I , INSTALLATION DETAILS EQR REOULAR PANEL 10 INTO WOOD
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<br />�, , �' � _j 1, I SEPARATION _(D - _.`_,�--,!�� --- -� -, -
<br />I - ,,_t - t- �L ill, - I - TO MASS. -_ -_ I �"L * I
<br />ALTERNATE CONCRETE - 1�l WOOD ANCHORS :,] - L 11- - - I 'L
<br />- '. L __ , � . .
<br />"
<br />I . I I _ Ure,_�'. � ; � � .1 � ALTERIVITE LEE
<br />ANCHORS LOCATION "I I 11L _ , I I I . , 1 - _A��,Vsw "Um' wn (SEE SCHEDULE ,/"* ,, 11 , I � I ., - : ,� - 7 - 11)CIATION
<br />., � (SEE SC14MULE ON I , � - I
<br />CONCRETE ANCHORS -T "�'. i�l , �' SHEET 11) . -1 . ,.- , 1" ; . , I ON SHEET m I - I EXISTING, 0 - � �� � - 2,7", 1
<br />(SEE SCHEDULE 04 , " 3 ,_1' - .1 P - BEAM m SIPUP I , , / " _ I . I �
<br />WE SCHEDULE ON EXISTING POURED CONCRETE, - __ ", I J. . 4'#B* M" U& � , .
<br />�
<br />EXISTING POURED CONCRETE SHEETS 9 THROUGH 10) 11 I i _111" , I . 4 11'r D.C. � I,_
<br />THROUGH loy. _' I i I �., __ . - , , ". R
<br />DR CONCRETE BLOCK . �_ !� E I I V - � �-- � � �- - -41-� ��- � � . I
<br />SHEETS 9 OR CONCRETE BLOCK , REQUIRED. ,� � I I =3:61�-r , ADMILIAM OF W04 P Cn _4__j
<br />1 � � � � , � 1. - 1.1, , __ �4
<br />,_� , ,�
<br />I �' N, / ", � 1'', � L V Mo., ,
<br />Ir ,� BEAM TO BE CERTIFIES BY ,IV �
<br />RE"ED. �%�,� 1 I �11 � , --"-"-) I e') , 'I -4,q
<br />, , , , _ �
<br />L TE LEG _� \ I p � i�, "Lt-11 I I I I jw .... F__ __f PANEL LENGTH nrl � , �, ,, -;--, ! - "
<br />�l, � , � , , � � 1 , � � * Z� _,, rJ@ 0)
<br />EXISTING POURED y ; � ��"'.O,A " A CONCRETE ANCOORS , WOOD � . ", I .1
<br />, I= "" � WOOD ANCHORS /, X'St"l-
<br />CONCRETE qeoulnfid� ,�,�, - �� . �� 14-1/ __�_ , 0, �, I i LA. I �� " � (SU SCHEDULE ARCHITia'1`4WirS��TTIVR �`/ _/ I ','� , : i
<br />�, Ti� , EOULE ON 11 , / , , I 1)_FOR 01STALLATIOR. "I / -� , .' - -
<br />, . " � � I I— 4E , , , ALTERNATE WOOD 0010�_ , n I' he., -
<br />' I "', � , , ! 1/4, ) , i . I S1 , (SEE SCHEDULE N �11- ; - I � 41.1. mg AMINO HAN, (D
<br />1r=_ -02 ,__ _ a! ON SPAC& ,"D ANCHORS
<br />0?111� 1. M1.30. .If, REOUTATM� X�� TSEE SCH I .
<br />ui&�" _ �, I" . j � � W. Jln, Do" aA
<br />. fle, I ----- -- �` _ I 11 'a SHUr 11 "I y -m Ai�m � I sm - ! - (SEE SC14EVULE ON �,� � , I 1. I
<br />vlffi_,11'�11 I - - � L/4' 1 40� _�---'-!7--;4---- I '. : , , 1�- , P 'I -," MAX I I OF v . / ,_ L' SHEET $I) SHEET I 1) � I � � � -to � - - -1 - i�.*-20.1* $4 44 A/ MIT -
<br />, , I
<br />-
<br />-, . Ile ;,, �... I ,1/2 � � 1 2 -
<br />I - I i 1�_ :L � ..�
<br />- --'I- . - I : Ss. " A/ Nvr, "I r� ! . - 1 I - =__ Mo. I I w I ;L 1 1/2' ; ____f i IF 12 J1r O.0 CD -9-
<br />L ------- --F- - - -- I ....... _ 111,ml . � _!�A ,. I I , - - -, I � �t � ' . � � '��� I I _!;A __ , I Ile I . . � I �
<br />. MAX. CONCRETE ANCHORS : .1 :' _�_____ _____I i ;
<br />L . -1 . - I I I
<br />I I Z' , 1 I . wZmi5__ X'� � I � ; �
<br />I I (SEE ___ - ..... . , , � 2' L ED f -, I �
<br />I I I , :, , I I � - : :�.:,__ ==_ I Mo. WOW BEAM_, ,� __��,, --,--.--.--- _I i U)
<br />SHEETS 9 THROUGH ______ - __ - 1 EA1. -11 I -, � ,I - 1, - - � * __
<br />I . I , I 7 1�' - rc - -------- i REQUIRED
<br />I � I I I , � I 0, ; I- . -
<br />, I . , V M., It I . I �, __ � I
<br />- I � , �� .
<br />, (�)__ ! , _._1 AGAR' � ,;; , I - LCI) EQ - . . � . M --7- r-- - --- ----- -- � , -
<br />I-]), . �", .. _. I ; I , I , - 1� . Izl-q Oa I � -6-0 -
<br />. I I !
<br />� ;_,,��,� Lu i k PAN LE14CM L I - i _ I i I ,, I 1 �,v' , �. 1 � � AILRAINUM SPACERS 0 12 1/2- 1 � WOW ANIMIKORS ,�, ,, "� 1 ,1 �
<br />I a � i -1 I = LE IT ON $MEET 11.) I I �. .1 � ,
<br />1 � I I (SEE SCHIEDILLE I i I (SEE SCHEDULE ON -
<br />L-Cl , :/,g�, 4 "I I � !�; ( TAB I 1, , � fiift, I i
<br />api. T 11 , I I 11
<br />� I
<br />I
<br />_$'; I "A. i � "' � ,,'� i � �L , SEE NOTE -' KLOAT FOR LIMITATIONS MR ; k SHEET ii) 1"'� " 11, I i =3 CIO
<br />IT ; 1_1 I . It Min. i IN, Sp"&6 1 I'll s , I ;
<br />a ;., : -01 -Al" ,a 1 �D, � i .11 S " i
<br />� � i SCIPARATION I & SCHEDULE I SEPARATION I v AAX, I 11 MAX, ,, , 4 , � � �� i I I/r ONG %mm EPARk N .� j (�,, � IF _01 >
<br />It _., , . �,;IA,__Vl, __ VQ�S:110 i TO QLASIL I TO CIA$", - t PANEL LENOTH : PANEL LINM "L � �, 4 . ci) ;4 - i
<br />ItSEE , " � L � � I SCHEDULE I i I
<br />, I . ON Si 1_1(111: SCHEDULE �'Z , ! I �
<br />u ON To GLASS I � (SEE SCHrEl (SEE SCHEDULE 11 I SCHEDULE ,,- 1_ PANEL MATE FEMALE 10 OR PANEL MATE 7 � 0
<br />1 � � ON SHUT 4) i -
<br />I Miw= In i � , %& a ` , /I
<br />(SEE SCHEDULE ON I L I ON SHEET 3) I - PACEtnf) I I ON SHEET 3) I_ - - ___ 4,-,-7 __ - L_ - ON SHUT 3) _"' I � ' ' ' US (SEE SCHEDULE ON SHUT I 1) ON SHEET 3) A L � I Min. $EPWIGN TO GLASS. T,
<br />" - I 1/1101� I I'll 11 : ' V.aip
<br />.1 - , I L' � 11-1 V Mo. - 0 , I I
<br />i .0 I 1 �,1.4
<br />t, I PL Lrl*
<br />- , , I --- ' ' L' I -- r tsu scHEIN,U, ON, ,imtt, a) i __ 1L* I"
<br />I L Pilim- LENGTH - - C'm - - I., Pill � � min= ' - - L -Itk- --- �_ --- �j L L , I I ii�, �, .,a C�
<br />I - I ,
<br />; (SEE SCHEDULE i � __ PANEL LENDPLI I " �, . � : !*4 � , L_
<br />:V�.J__ Ir - LIM, ,:M� I I "_e, I I � � - _. .
<br />� zz, WAY, , (
<br />: __ , AT. i 11 I v Mo. _____ - --- - � --- w Ful men
<br />MIT. - ] ON SHUT 3) 1 _I (SEE SCHEDULE - I , r I SEPARATION I !
<br />--
<br />" SEPARATION I EXISTING - I -1 I - ---.--- � -I ON SHEE, 3) , L I i I I =.=_,� �ilnw (SEE ! i 2'.4' WC500 RED _ IT _� - __ --,-,L- -_ -1 PANEL LENGTH Ici , -1- A __ ON SHEET 3)
<br />1 ! GLASS --I I Exisimp, I _,�,_ - - - -,---- ' - , S_ To � . ; (SEE SCHEDULE CILISTINqj
<br />,_
<br />IT TO GLASS. � I =1� .- A,tA------- MASS , I =� PLATE REOUI 4 7 _______]
<br />__2 I - 01 - , L- _0 - 4 1 - - I � - ,III�.__ zn - _A ON SHUT 3) CLASS ; I 7 it I I CL
<br />113-W i�� : 50% (__ - A _ --- ,__ I .... I j ON! C . DIRECT MQUNT W1 SPACER 6A 1 1 - I .
<br />I C I I j - I
<br />,I F *0 �� T1 � ___f 'Cfl OF 'I: � : - cc Vk �� ... �� � ---I-. - c I * I � ,'-��-�-����-,-��.�-.-,����.�;.�.,,*�� 1 i CIO
<br />. ,'� 11 ,,-- -,--I--,- I AUE&MYE-VC 11 ! ,j) I i Sox ,
<br />I wx � i l : . - ,, i
<br />: I , I .,,,A.,. 'o, 1 1 i
<br />9 I MAX. 11--1.11-11, ILLTI -4,41 1 JI [ -(DI i"""- �
<br />0 � I � I � " 1�., ,,, ; 0) � I MAX ll I I i
<br />� I i I r
<br />-1 I � L,
<br />I � C,p. g"g;-,� �SPACCR_ I 1 -149 � 4- . . . . . , 1 0 12 112' O�C�: a W..ET 11 FOR I PANEL LENGTHS * I
<br />0 (4), � W% 11 I � r , I SEE ,;AIB THIS INSTALLATION. or V _"""""`
<br />j , " : �, - ' �D4 ... ,'-,- __ I
<br />I �� J6 - - L Elp Of V It � I LEA1 10 ON ;KIN LONGS FOR . @ i � � .
<br />0'r, I " �, ____ 11.1-A L I
<br />� OF IV k I
<br />,I , " i I filai ! I . - -1- ----- - --L---j 0
<br />1 t, , I - � ; ; , , . @ NAX� , 0 f2 1/2- 0,12, � I - L ... I-
<br />_1 i I r_1 - ,--,- �,, � - - I i f �
<br />I _rl I i 11 , ,I
<br />-1 I � . e i I Ell , =3
<br />0 ; 1�_ =.1 I 0 12 _', I -
<br />I , I
<br />0 1 11.1 I �,�., I L . I a)
<br />'m � t m ,�., L� I
<br />-1-1. - I _ .-I I - 1, __: i 77T - a Cs'--i- __ ___ ------ � 1 I/C_
<br />I - __ ::::: ) - 3 4� L i/2 _- I- - � - I I
<br />. I I, .__ - I I I I , i- �� � - ;1 �_ _____ N = I,- � 110 i I . i �, �' - -- � -1 � %.-. . ,/,pvc -0
<br />- ll CONCRETE ANCHORS ?'�'�__*�, iN :�=_ CONCRETE ANCHORS � - -, I . -7 : � N;D
<br />. , ��11 ' L � - ,ii �, . "" I I . I A
<br />11 . __ ____ --- __ . I - "
<br />-],-,,,.-z,--, � -_-� --.,- -�i��., -- � __ ON -, __ - 'L .... J . I t I I - I I--,- I- ,� I . I C
<br />��
<br />4;;�, &� #,� ,�., � .1 (SEE SCHEDULE OR �m I (SEE SCHEDULE I ED ([� -
<br />EXISTING POURED '. _ j, �, - �' 0 -�--,� SHEETS 9 . - LONG MAX ALUMINUIA I - - _� t . � � - - ANCHORS I -
<br />CONCRIEWT . , q ., - --- , I .1 i �
<br />, .1 EDGE Of WALL OR SLAB - I I i ** bwm I � , , ; ;
<br />, " s,,IUTS 9 7KROUG14 I I ,'g , 'THROUGH 10� ` -r*,2 I/O I I -
<br />I— u..) I SFACM 0 9 1/4 O,r- MD FOR I , ; , _____,__._ ____1.__1_. 1, � � I
<br />I . ; U. � L L
<br />I'll I _= I ... , �,��, , El __ __ --- .-. ST= � i � I I I I 0
<br />w_ �;;,_. I C ,_,_ : I �, - S .I S, I `U f SPA= smi MAY BE I lIr L" in __ - -1 _T_ L-'----'-'- *X6 . 2*.4' WOOD I _ , -I- I I i I i� � "
<br />CDNO M ANCHORS I z
<br />R _ , REQUIRED. RLIE BLOCK _� I' MO, LONG ALUMINUM SPACERS 0 ! a , WX A" Aw I"T"WrIm PROM my �_.. ,_,-.L-'--- � REQUIRED . � , o
<br />,�,_,�,,, EMBRED, 2"w4* WOOD I � .... .. - , ....... � . �
<br />, :_4 � _ L i � SCHEDULE ON
<br />SCHEDULE 014 _F _- _' � V � , �i ,,,',j,,_' __YRIOD ANCHORS I � � (SU SCHEDULE'�Tfl_;z� �� I
<br />(SM ,� ; IT PLATE REOU106 OADM ~ *)ROOMY &MAIM go "BIT 1A). � .
<br />_U � ... ", �, � _ 12 ilr OC� (sm TABLE #I ON ON _= 4. __ ___ L � T SHUT III m a-
<br />ii;v ;, ,�. ,,� �,,' EXMT04 POURED CONCRETE ALL DESIGN LOADS'AND PANEL t I - i I" i � i'll I ( I I 11- - 1_ I _--
<br />I POURED CONCR SHUT 31 '�� , - ---� I I ilti!X` WOOD � - ANCHORS
<br />__ CONC , 4) __ I SHUT I 1) 51 e .�_ t -w
<br />� I " -�� EXISTING POURED CONCR . LENGTHS PER I *mm ---------- - -- I _1 � I ", fi` i
<br />i,,.�, 15R CONCRETE BLOCK ___7 (1) "Ba"A"M IS = `R11406ak"A'"a" WADWA "" I` -
<br />,,�. OR t"� L� WOW ANCHORS
<br />SHEETS 9 THROUGH 10) I 1 I- wk. SYN"Ay" To ill." �m" I I I WET I,) _,.Z�l - " � I ,�
<br />, , � � - STAlIGERED W1 MO 01� MOD 14 =1*.Mxw.z".1."a =111 IT.mvv-j;iIG1,."` i � __ ----,. _ 1. � I ,�,�, �
<br />sHmm S & lo'l �N E ON I ,%:W I MCI,= IS 1 - " PE0411PED � � �
<br />! i � ;�i iSU SONEOUL ING TJW%,%eG ND,U�*� I _. I I _ I . � A
<br />I � p � SHEET 11) OOMKO Iffft . �, Inim, new it Ile 04, V"a Allaft 09 - �
<br />L I mos is A mov. i I
<br />,tit �-2' ML.- __ - - . __
<br />� I ' I - __ I , 0 0)
<br />C91UNG AND &W 7 , � ' 1 �; it 1 s4m 4. I 11
<br />_8 MOUNTING 13mg JU WS M OR I i �, LI) MAAMUN ASD DMIGN PROMURE .
<br />__ 51M WaU _ " L - . I i:, I RAITNO is .64, -45 ox" W AT ANY ape" Cn
<br />99" I .- - i LMM Rivin Lamm ^4LM ON
<br />. SCALE 3/8-v. SCALE 3/8- I' I m &MXWA Sm"m PANEL U0911, a I WAU M
<br />SWCALE -1 ,,, 4 IRE91 MONI i ,alrmp'Tir�m"' CEILING AND FLOR MOMIG BUILD -OUT MOUNnNG " co
<br />'M"' tiff .
<br />I RN 4 V 1 (4) I lie LOAD WADDY CMOM 01M. SHALL BE AS gUaTM ON
<br />WALL MOUN11 (3) voem pwilm ALMHAIM - 2W ALOMMUN ALTERNATM AN
<br />, ' %L 1 SCALE 3/8-1- , A= Im" ". I Z 3 A'S alvemm"al"A"Im 1 SCALE 3/8-1- m
<br />SCALE 318-1- 1 (4) SWXLATMN VAUD ONLY MR WIND E-simis sTIONMAIL, " vNE zm (IIII MIGNI or TIC FLORIDA L.
<br />AUERNAM Lf W wo AN Mea =%. y" POP VOLUNINA, SCALE 3/8�i-
<br />I i euum OW
<br />"'BORHAN"!k Mck. 2 A, I PER AM r I ""It I 1� L%.
<br />.. ..., . ,- ________.____J 1�04P,��,:!��M
<br />,oll" - __j A ... I \)urffli�, �
<br />_4'�� A- T144 I I- , % 1_111 I - . _� w
<br />'
<br />. .
<br />,., �...,... t=, ..\\ 4 .. I NOTES. 1, .1 �' .. LZ =
<br />. �a . 'S .. j � . NO. 44167
<br />f � , , P, . FLORIDA BUILDING CODE gh velocity JIM cane Zone)
<br />se - FLORIDA BUILDING CODE (Man HIgh, V#16offy 4ur Icon# Zons)l A �, FLORIDA SUILOINO CODE (Non High Velocity Hur cone Zone) 5 *! . . (_N*n H 2
<br />z i 7 .. ,Z �loazs �, - IIA. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S_O� � I 1. INSTALLATION ARE ONLY VAUD FOR MAX. ALS�D� z " ,*E w2uma nurlim m F.pl <
<br />- , o.4416 . = 24 GAGE GALVANTZED STEEL STORM PANCL NQM EO rMINMJON OF 9=11 : I .* No. 44167 ". z c2m TILIM. #C� 24 GAGE GALVANIZED STEEL STORM PA14EL " TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (PiLl') AND PANEL. LENGTHS S * ' I - 24 UGE GALYANIZED STEEL STORM PANEL
<br />- � * '*= GRAM W! DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS Ja * �' D" Wt �1 ,
<br />E** . x: I - : - COMBINED IN ANY WAY TO SUrT ANY _% STATE OF DAAAN W.
<br />NMI FOR QQMK9M OF SEQW,Ns� TOP & BOTTOM MOUNINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = t. * __ . AS PER SCHEDULES ON SHEET 3 �p . � --Q� 9 - m
<br />� . INSTALLATION. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD - . 1 4"- A ,z7- - -
<br />SEE SCHEDULE ON . -10 STATE 0 1 1 L I E C 0 , mic. \ GLOBAL PROTECn DOW �.I!_. " - Ia�___�__ - 07/u/310"
<br />E-0. -, EDGE DISTANCE 4X!E�l - GLOBAL PROTECTION PRODUCTS, Lm "'It"Al!"A COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W-) ON PRODUCM LLC. ' I � GLOBAL PROTECTION PRODUCTS, LLC. INGIL
<br />TOP & BOTTOM MOUNTINGS CAN BE 1. 11LIECOlUmc. \ -_*A[� - MEMBERS 10 BE SOUTHERN PINE No 2, W1 SPECIFIC L� TIME C 0 �..._ �
<br />A, I .,. FIL :LUim _,�,' ��IOAIO "[Sn"I' A, GO= 4800 s1w. 5 STREET DENSITY OF 0.55 OR EOUAL `V AL't __ AM Alm SIN, ITT sGim
<br />TRU" "'900 AN, 61 STRW INSTALLATION- _
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY k " MAIL - 2� FOR NEW WOOD %, 17.* =77Z '. 7��.t YL _ K '
<br />m4o, "O.4 , .."o "aier GAME FL 3nL4 wo / AA * - DIAIL FIL Mal. z
<br />`I � F;�� I., im III L B110-71LIS, "- W54)11051-4707 20-175 FRWE CONSTRUCTION: WOOD 1, - _ Di'xim-Ge", rAx, DIM)w-ps, 20-17$ 1 "'1111I I, " � � - , M, DAN .- , "Imm 0*41immi PAX (qb.)s&;ww -, - 20-175
<br />INSTALLATION. � m _. allow IN, MEMBERS TO BE SoOtHERN PINE No 2� W/ SPECIFIC "I z�ri,4_ �� - 01D_"I_1m#.=1"` _. - _ . blimme; ma I W&F" Ae.mw DRAl `Iw <
<br />I LIA4 Ps" VIALImmiamnumEt"TE WALTEIL & Due 4
<br />11114p b or Is . DENSITY OF'1155 OR EQUAL * I - ----- - - 4�, P.L n1i On I
<br />WAOIR b2n &.1 RX - I mowxll�%-T-E?DAX C.-Owoll ck-Dowlq
<br />------ , - r'L am fflfz I I 11 1:21 uu=& 1 1 11 i �m� I FUND, &JIT, # 67 I Ivis I _j
<br />I . . - - I I 12-
<br />I
<br />__ __ I
<br />I
<br />SHEET NO.
<br />- SH 13
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