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<br />1 11-1 __ I - — f-----------,— _ —_ (D 0- 0 "
<br />INSTA -LATION DETAILS E R SERIES 2QqQ_A_1_0_9_0. E-Z HANG STORM PANEL (1) I 9ENM& N=5 = co -0 a- .
<br />INIQ EXISTING WOOD _5j9YqU8fj CC) 10, 1A!5LbW_.W=_jA1&_W%=__QW_rf -'-_11LkN_! -6) -4.- (1) (1)
<br />- I �1, S�"ePAMNEOL'i���T;AIIOIFD;-V.ICT,i*CgVALUAT" DOCUM I (PtD,) HAS, BEEN VERIFIED FOR COUPLANC,E IN ACCORDANCE - t/"# TAPCON ANCHORS, AS MANUFA_'1URED B�f 'A.W BUILOCA, INC 0 - U) -L--
<br />I z7t ---_; �� � /4 . A LAS SCREWS a a- O� Ol I *IN THE 2020 l7th EDITION) Or THE FLORIDA BUILDING GOD'Fr TV4of STORM PANEL SHALL NOT BE INSTALLED AT HIGH If 1 A- 1 0 PANELMATE: FEMALE 'D 44D PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCQ CONST',UCTKIN MrUC[SL
<br />MAXIMUM AXID. OEM PRMURE RATING (p.aj.) - . , L , , k ', _.� � �/2' .11 THROWER PENETTAII014 1. I ,� I I - ' I -DAM I BROWARD COUNTIES). - 1,/4'. LAS SCREWS PER N'DSL
<br />CORRESPONDING UMMUM PANEL LENGTH -L- SCHEDULE 11 L ---,_ � � or W/ " _ 11 I -10 E�*IING WOOD .CAM .� � , - �3j r" Wono _*_ VELOCITY HURRICANE ZONES [MbW - OCE OQ SASI WLNlY - I/ I VIA . 5/8' WOOD BUSWNG, AS 0157RIBUTED By ALL POINT SCREW. BOLT & SFECLqTY CC -0 0
<br />� - � , I/A'. � SCW*S * 5, ,r . L 7 IWADER fmou"IfED t/-*. � ACRE . 0 6' 04,, w/ DESIGN WIN[) LOADS SHALL BE WERMINED AS PER SECTION J609 or ,HE ABOVE MENTIONED C , F A C (1)
<br />., - 1'i 1 1/2, Mi, niRrAbro FE.t�,oH �, ��, i'� I ; i I '12, mi,, TYR�, PC, C�,* BE INSTALLED, AND FOR A OoVEGTGNA,RY FACTOR
<br />MAXIMUM ALS.D. DESIGN PREMRE RATING (1by.f.) AND CORRESPONDING M&M-Amom C ---T vt I I I m, P-0 OR GN EDGE SPEED As REOUIRED BY THE. JURISDICTION WHERE STORM AAW_L 'MEL -0 _0
<br />FOR SERIES 1000/20DO E-Z hAtIG STORM PANEL (1) SYSTEM __ - P ,I To ExiST'Ino WOW �EADER. "IL ji i I To EXISTING WOW NE-lom, KD--Q.M, USING ASCE 7-tS AND SHALL No EXCEED I",' MA)XIMOM (ASD�) DESIGN PRESSURE RATINGS ,114DICATLED ON SHEETS C 1) MINWVM THREADED PENETRAITION iNTO WOW OF IAPCON ANCHORS SHALL BE 1 1/2* AND 2' FOR ELCO PANELAVATE PLUS
<br />E D. - EDGE DenAMCF 1 ,_ i I --- 40 C-1. fINI_ SGS. I �I - -;;�, kv = 0 _S? -= (1)
<br />SPACING SCHEDULE FOR INSTALIATIONS INTO CONCRETE Air CONCRETE V_= Sm= A I , V - - - (j) I I � 1;11� ) - � I , I 3. 0 THRU 12. III 17, 16 AND PANEUAALE FEMALE A)
<br />±W.- I - AS FEE S'LTIaRi. 1, _ ., - - I L I '! m . , - -��r 1 IN ORDER TO VEPIRY THE ABOVE CONDITION, ULTVIAJQ� DES" WIND LOADS DETERMINED PER ASCE 7-16 SHAI-L BE �057,
<br />IVALID ONLY FOR PANEL I � - 11 _ ,u - I �_ 04 �t 1140' SMS .1, = -1 I � � :� - - - 1 6 C-1 V, -71 /g; :I4 1 L_ = 0 3:
<br />1 i I I . I I I I / . - 1 - 0 1 1 .L � 1, �n� I __ - r, - . I T - TION Of �AG SCREW, INTO THE WOW FRAME UNIT SHALL BE I 1 i ' NO THREADED 0 0-
<br />I iE � 77 I I 11, � �� �il, EDUCED TO ASA), DESIGN PRESSURE PAYING By MULTIPLYING THEM BY 0 6 IN ORDER TO COWPARC Ef4ESE k/ MAX (AS 0) C2) MINIMUM THREADED PENETRA
<br />I , I F I : DFSICN PRESSURE RATINGS 04DICAVITO ON SHEETS I 9 THRU 17 & 17. 18 PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THRL400 PENETRATION -
<br />MCMMUM A.S.D. m"LLIVIA MAJOMUJA ANCHORS SPACING MR E - - - - -- , � . -2 'f 0 EL -
<br />. , rr 1:1 -I ? . , Y. - SCREWS 9 51 Ox Ov , � c- jl,.�i' S. RIFY THAT ANC ONG ON TRIS P,E_D� AS TESTED WERE S__
<br />I , 'A " @
<br />wmvw� � APPLCARLE 10 - 3 1/2 70 �, I '-I 1 1/,-2pL3/,- 'AuSS '. 10", 1HINAM "En`AP:Aq D. LAC , IN ORDER TO VL
<br />ON A.S.D. Dal I =
<br />z I �Al` IVS�p _-/JU1 TO DisnNo WOW "EmiER STW-SI3 FOR WIND LOADS WAS = USED IN RON ANALYSIS. FASTENERS SPACING TO WOOD HAS sr.. MINIMUM EDGE DISTANCE OF LA4 SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />Pf M*` C.LK-IN :"Ic's f,."A mAimlium PANEL � " � 1 ", , m := ,,- M
<br />GN - D. 1 APPLICABLE � L i .,2 p! - , , �! /� - � OVER STRESSED, A 33% INCREASE IN ALLOWABLE C ')
<br />CC= 17 mr-kc) i - I I - , � ,,� E OCTAL 1/2- & L IU - _j
<br />PRESSURE TAPE" PANO."TE FIMMLE 0 1 PANELIN . 4I w1w NUT
<br />- +66.0. -75-3 . I 11, I.. RATING I CONCRETE TO CONCRETE ITO CONCRETE OF THEM - L* (1,I) � ... TE 1A 8 � t ACrQROANCE,W NDS. =S. CA) MINIMUM PENETRAI N OF WOOD BUSHING SHALL BE - 8" 1/4' 0-20 5CRM USED S�IAJI BE 1 1/2' LONG MINIMUM
<br />70, OR LESS 1 2 S/1. . , 1,W C,Aj.) TO CONCRETE TO Co'c"YEITO CONCRETE 10 oct-I'm 11 ' - _.�M?Al -I �_ i . = OCTAL III, . I STORM PANEI S [`ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEVY VERIFIED IN ACCORDANCE WITH SECTION H09� 1 .2 OF 0 ku 0 >
<br />1, ELM i TO CONCRETE - � IN,: ABLIVE ME - U)
<br />__ I BOLTED Ir. & 3"w, LM BOOK SLO" i , S/16, � PUP ANIFT C-t #Itt" ILMS, r _' L T No. NTtONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REFLORTS illoel'ID-01 AND 002TS.02-09. AS SHOULD STLcco Exist, AN. I' MINIMUM MR WALLS MTH NO STUCCOL
<br />. 12 . 12, N/A 12, 1 II/A V & 2' (TOP) I . N"Wer" V, ,uvPr L 0 Ek M W- V ., '_: I PEP, I 2-99 & ASTM C Z30-02 SIANDARDS, AND AMERVCAN TESTING LAS SOUTH FLURIOA REPORT 11 125 01- 10 AS PER -0 I± a) 0
<br />-0.0. -75.3 17,"II I CLS) IN CAM THAI PRECAST 'TONE, OP PRECAST CONCRETE PANELS. STUCCO or' WOOD 80AADS a FOUND ON THE EXISTING III.-
<br />_ _ _ ERTO - Or HE WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCIURE BEHIND SUCH PANELS.
<br />70* OR LESS I z 7/8- , , I __ - ,I, & .`W I i I mmagrWIP � . TAS-1157AND TAS-20-N PROTOCOLS. AND AS PER CAiCULATIONS, PE PMED IN ACCORDANCE W1 SEEIV14 I$04 Ti U) (D
<br />t I it' 3. A , "T 1. '. 4. 1. 1. , , rLORCA SUVOING CODE -I--&
<br />� BOLTED W/ ; - - - - - .1=7.0111 I - 1 - - - . 12A A, ANCHORArA SHALL BE AS MENTIONED IN C 1). C 2) & CA) -F cn j.v o-
<br />MEASUR rg4'A2W/4' SS, WS, A, MOONLIT AT OVERLAP & 4OX OF PANEL LENGTH _' I R. r'. mm I " -01 -1 - i i
<br />12 11111IT0119111 - - - $ - T i HEADER REWMI) - Z� AIL ALUMINUM EXTRUSIONS 10 BE 6W-16 ALLOY AND TEMPER (umix-s mcpwsr rfom). SEE SHEET 2 - ACTURER m 0 0-
<br />a� - 21 1 " I � I [D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF ME RECOMMENDATIONS AND SPECIFICATIONS OF ME ANCIIOR'S MANUF z -4-0
<br />- _Z� ---!:- v - 8* . __ . ; I 11- � i =
<br />...
<br />/A NIA 12 I/,'- it' i I- i 'y VIS "I I 41-1 ALUMINUM SHEET METAL USED AT CLOSURES SHLA" HAVE 310I-EY4 ALLOY. �- -0 - U) <
<br />N/A N/A 1� N II/A N/A 2. (vior-TOM) �1.01_11,11. 5 -_ I
<br />�___________ Ta. -S p Opal Ni, I S W� 1 ..2,, A I �� 1 8 PANELS PAY ALSO Dr. INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4
<br />�fisa, -7j�3 - __ --.,. �, _ _ � ... � I "I 11 8 �JV,� 7 , LVI -,NP(VUCH 5) EXCEPT THAT HEADERSO &(D SHALL NOT BE USED, .
<br />OR LEG - SEPARAIIQ� - I 24 iG.-1 � NUT 0 4 All S SHEET METAL PANELS SHALL HAVE SIRUCTURk QUALITY STEEL. ASTU A-IES�3 CRAOC 80 MRQMUM� 1��-K GALVANIZED
<br />7" N/A j 6 1/2' NIA , 4 1/2' N/A N/A. 3' (TOP) Im GLASS, I .,�,`A;AP*611.�,,.- 7 I 'L �, 12, CC . t I SIPLLTEEL
<br />__ I 1/� — - E. - � -CA ,,,, _ _ DESIGNATION W/FY- 922 Ad. (AFTER BOUZO),
<br />- -_ - - ,ED ,,,� , .. a - 2 V/8' QII, i 9, �T SHALL 61: IHE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS TO BE
<br />12' N/A I I " � N/A 9 i/2' N/A 3, (BOTTOM) 1 , v.,,,- NLAP V, I -1 - - % -7,PARAT1`JN_ I I A17ACHED TO NSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOW FRAME
<br />_� I -. - I -W 516 ALIBI SERI! 'N
<br />- _::�i�=._`E_____ I � ,/. -204/4 - 10 CLAS$L I S A, STEEL AS PER O
<br />, v1._;;Uv I ; U. SCRt S 10 BE STAINLESS STEEL 304 OR J ES OR CORROSION RESISTANT COATED CARBON BUILDINGS.
<br />A 1 12 . NIA ' tft" NIA 12' I NIA a 1�1 2 4jV6- Q� 7/tV.13/32- 2'I 1 S 6 ALTERNATIVES W ON
<br />_12 N/ x i .0 M Vt PL DA U ON
<br />I " , I I * wolfs W/ 50 W� YIELD STRENGTH AND 10 IA, TENSILE STRENGTH AND SHALL CO PI-V / Olo 8 E1400 CODE SECIt
<br />- I � �/ - ,all,
<br />A, (TOP) -11 - I - S91;AZ- Ol"I a i �R,_. SHAVE A LEGIBLE AND RE40LY VISIBLE MANKIND INSTRUC7NIC OWNER OP TENANT TO
<br />*�
<br />I
<br />__ . 1 j I __��- , (� 10 &V,�, REGULAR STORM PANEL Win, LENGTH avtR W, AS PER SECTIONS 1, 7. A. 5, AND , I , 3W & 4W
<br />I ,-I FVCW QITRLAP �� EVM OVIECLW, SH
<br />__ - - - - I - =-) ___j ! 11 I - I 6 SOL-S TO BE ASTM A-LS07 GALVANIZED STM_ a AG 3-04 SEARS STAINLESS S�EEL WITT" IS k�i MINIMUVA YIELD STRErVaTH APPLICABLE REINFORCEMENT DURING PERIM OF HURRICANE WARMNG
<br />12. I� to G,ASS S F LIS 4, 5, 6 & 7 RESPECTIVELY; SHALL
<br />_ , 6' 1 12- IT T/--I 12" it* 12' e I � /i ' -_ - -_ -.1-1 I ECURE PAWLS WITH
<br />� I i I w j ! ' _ . i 8§ 11
<br />* LIMITED TO 56.0 p-t. A.S 1). DESIGN PRESSURE RATING - d � i ',� I ; I 7 ANCHORS 10 W41 SHALL BE AS FOLLOWS THE INSTALIATION CONTRACTOR IS TO SEAL/CAIAK AU. SHUTTER COMPONENT EDGES WNICH RE34AIN IN CONTINUOUS CONTACT WPH
<br />; I - I �! x �'. a � F i � I j 9 I P.- . 1! THE BUILDING TO PREVENT WIND/RAIN INTRUSION
<br />: IT � I - " I I -_ __L_,',_L ta�� 1 (A) `[_Q_Of1,ZIh9_EaVRW_9QWaET`E
<br />I
<br />� " ;�: ; I ., R5 'I i 12 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING, AH� e(INING REGULA,110,15
<br />&SEE SHEET 26 FOR ANCHORS TYPE & SPACWC " NSTALLATIONS INTO WOOD + Recrom m-, DISTANCE BETWEEN BOTTOM OF PANEL T I �� ge ,., , �, j �, 11 - - 1/4*0 TALIPCON ANCHORS AS MANUFACTVRED By It W_ BVILDEX, INC (M;m ['�tW PA., I I
<br />Atic (D To BEL '/2' - - I . . If - `_ I - _____ I i 11 11 bt I I - 1/4' 6 . 7/0' CAUK-IN ANCHORS. AS MANUFACTURED PY OEWAKI INC PROVIDED Eft lit JURISDICTION WHERE PERMIT 'S APPLIED TO�
<br />FIAME BUKDNQ JI/2 - I , I , " �i e I I �_
<br />MINIMUM ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE AM INDICATED ON THIS --I M.,, ; - ,r_ t - § �, I - )/4*6 � 3/4' SOLID -SET ANCHORS. AS WETRIBUZIE0 By ALI POINT SCREW, BOLT & SPECIALTY CC - 'IN
<br />,
<br />-
<br />SCHEDLILL FOR CD_ LESS THAN INDICATED ON SCHEDLU REDUCE ANCHOR SPACING - t �i I 1 V-7-210 , 1 13 I.) n1oi PRODOCT rVALUAMON DOCUMENT tP.E D.) PREPARED BIT THIS ENGINEER IS GENERIC AND DOES, W` PROVIDE NPORMATIC
<br />� 5 :1 : I �!!, 4- 1 � ,� - 4 i ��.4; � 1,2 - I tj ,'I FOR A SITI SPECIFIC PROJECT. I r, WHERE TNE SITE CONDITIONS DEVATE FROM THE PX D-
<br />By MATIPLITUG SPACING SRO" ON SCHEDULE BY, THE FOLLOWING FACIVII'L MR wj 11 " � -1 Q? 7 I (m,% f'3000 PA.,)
<br />ENS OPERATION TO BE POSSIBLE REDUCED VACANG, OOTA04ED USING FACr*R SNAu _F I �_, - I _� 2 F__ - , . __ - - �- i 1, I I I - 1/4�10 PANELMATE FEMALE 0 & PAIVELMAI-t PLUS ANCHORS, AS MANUFACTURED By EIGO CONSIRUCTION PRODUCTS.
<br />NOT BE LIEIS YNAR WWUM SPACING INDICATED FOR EACH ANCHOR TYPE AT --<D I.' I __L__ h I ------I r 1-1 ;-,I T il I I - (b) CDNTRACIOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SMITY OF THIS PRODUCT
<br />FV, - _� Fr - , - - - I -1 -�_ ", �"5 4-0 ZAUAC NQLLN ANCHORS, AS MANUrACTURED BY DEWAL,T, ,NC EASED ON THIS PED, PROVIDED RE/!5HE DOES NOT DEVIATE FROM THE CONDITIONS MAILED ON ING DOCUMENT
<br />-
<br />_!�= LEGEND 2 � - I I "d �- ' L ,,� 1 1 - CONSTRUCTION SAFETY AT SITE I-- THE CONTRAIGTOR'S RESPONSIBILITY
<br />I/4*Ar 1/4-, I/r. 1/.-. ++ RmaIRES N.A. vInANCE BETWEEN BOTTOM OF __ -I A 1- � I _� � __ - I _j I All .11A.U. �VIIBEIVVAIIIIY OF . .HORS .,a POURED CONCRETE SHALL PA I 3J4% V FOR f1jC0 PANELMA77t AND
<br />� � _ j I ,
<br />ANCHOR M - , ___ -Lj[ I A:.- ' - WS I :� - �; qq-,;,-.-,, -,E,", - -I ,� _ I 'I I"t'-; - MS, � 3/4- FOR ZAMAC NAUN ANEHC�
<br />�V' W/ I . �
<br />�Avoc� Akww - -- A 2
<br />ot�_ QNU� I 20 1 .11 'I ,-- - - I - -
<br />PTO 71_-�" , � (�) THIS PRODUCT EVALUATION DOCUMENT WILL BE 0011WEREO MAUD IF MODIFIED
<br />M.� . N 34_�" PERCtR`TqNo'2 '/2'OLC I I L IZI/I `i4o ftv,��.Z W_ A.23 CALK-114 & SOUD-$ET ANCHORS Shki. lit', PAMICOM 7/IV_ INTO THE POURED cw,Rm NO Eumomwr INTO
<br />', ,
<br />3 _ _ , I
<br />FEMALES AND ; TO BE 3/W _j _��/" 2 & . ,,,, ,,!t , , - , po/.
<br />Ai, ANcHlIme VACM p.j - 3 3 3 2 1/2 , _1 !AN"`A) . 11 / � - --- 8 - - . I. M,,, � i ,
<br />3 rr; , f I -g;g "" Ej, .1 i 1 2f4 THUMBSCREW 'it""' STUCCO SHALL BE i,eiimir,Em, ite o-Ao SCREW-- USED SHALL BE I i/2" tom MINIMUM SHOULD sTocco, Exist, (dV SITE SPECIFIC PROJECTS $11ALI BE PW-PARED BY A FLORIDA REGISTEKID ENGINEER OR AMIITEO, WHICH WILL BECOME ENE
<br />. uWV__ th") ;, -1,, IS= .. -��4. III --z,.V;,,ur-,-EojAEv __ I,# NEVC " ;w
<br />(IL. IWO) --l-A , . I � AND 1* MINIMUM FOR WALLS WITH 1.40 SPIECO, AND MAI BE ViEADED SCREWS OR ALL INACADED SCREWS W/O TIFAD. ENGINEE OF RECORD (COA) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />��_ _. 4 - 3 T��, A w An IT SgIll �1�10 111. $`07 OR OR I'VE - EN A,
<br />.�7,1 IT P NCUAA,E S , � " wt�
<br />At --;- � —,/, - 1 t 1% PAL : 1 � ; ,M'-'w/ 7/m,4/m- BUT WITH WING NOS ROPER USE OF THE P E O ENIAWFE, U RECORD. AC'"NO AS A� OFLEGA7ED ENGINEER To THE
<br />rAcm 11 i, 7 � . 1-1-1-1 . ,,(a �� N ON id' Ran 1A BELOW) I �= ; I P.E.D ENGINEER, SHALf. SUBMUT To THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />AMIAL EA POE OSPOM 1, glfml�q IWO 11141. LAV; SCREWL a . � 4 ft' " IFTE PANELS, PAVER$, STUCCO OR WOOD BOARDS RE POUND ON T ,ke
<br />- , - PLATE NEW 11 'If 1. A,I) IN CLISE THAT PRECAST SiUME, PRIG,iST COWP r H RO;Ewlow
<br />I 11,,. _`VS A.. (2) 2'.I, IN31ALL00 I I =`Tf. ,A_L1,O,S11;w 6��.i/ E Mo 04WANAL SEAL AND $IGNATURE 0 1 E P
<br />______ . - - ,,CD . -v w- I ,/I, 1A. PIREAMS - .- - I t vowl"m Or PLOY QN MSTING WALL OP FLOOR, ANCHORS SKAL BE LOND FAKNOV-1 TO REACH Tilt, "N STRUCT.IRE BEHIND -SUCH PANELS (el THIS P E.D. ShALL BEAR THE DAT
<br />1,.AT ALTERMILYE 2*'W W�=w RED ANCHORAGE SKAU EVE AS MENTIONED W A-1) AND IN &2). ENGINEER OF RECORD THAI PREPARED IT
<br />I ,/r - 4- ------ - r- - - -- 41,, 21W WOOD PAT OR ON r=
<br />-
<br />L . __ - - -t - __ - m ON EDGE SCALE 1/c- RAIL REOLIUSED, IlAt I
<br />L. " 14. SHUTT MANUFACTUPER'S LABEL SHALL BE LOCATED ON A READILY VISIM LOCATION AT STORM
<br />;Ili
<br />________E___. — - :: - - - - (0) M-j�'-/ONQ�-MCRM,-O,gCg-W&L-AEN-L-N T
<br />I ,�w � PAWL S44UTTER IN ACCORDANCE WITH SECTION 170S.9.2 OF FLORIDA BUILDING CODE. ONE LABEL
<br />3 'A' I - U ___ ALIEHMME 1':W 'fi 'L. ", auft TINQ I - 1/4- 0 TAPCONI ANCHORS AS MANUFACTURED Is' 1 -I W BUIEDEX, lNCL SHALL BE PLACED MR EVERY OPEIIINC LABLIINn TO T,OMPLY WTH SECTION 17095.3 OF THE
<br />SCALE 1/,--I- . . I t E-M Valp'.1111 I - 1/4' 0 , 7/8' CALK-lN ANCHORS; AS MAINUFACTUPED Eff DFWALf, INC FLORIDA BUILDING CODEL
<br />f=1 ____ � � Eum IQ CEIUNG MOUNTINO - ;/4,9 x 31,V- SOU -SET ANCHORS, AS DISTRIEUIP BY ALL POINT SCREW. BOLT & SPECIALTY CO
<br />__ - , ALTERNATIVE V I I D IIIIINI,
<br />- I-- 1 4-10 PANELMATE FIEMALE ID AND FIANEIMA`EE PLUS ANCHORS, AS MANUFACTURED By ELCO CONSTRULPON P
<br />,,� 0,01,114, .. - /4 . 0 ZAMAC mAJUN ANCHDRS. AS MANUFACTURED BY DEWALT, INC
<br />"II%k"IjHH##J?01�Av, 1, WTIAL,IATIONS ARE Q+AYj ��Ult FOR 8UfU)ING,S WFIO AS b DESIotj ,,DADS r - �- - ,, INUALLATION SCALE ,/,-.I- I - I P, A. TIZ
<br />a- 10 .66 0. -75 � 0 Am_' PANEL'S LENGTH UP TO 5.-,D- e --- I.: T!�7 RMIYE � W I Z.
<br />� - � �� . i -, VALE I W-, i _',
<br />,
<br />,� ��..!Q/,- �111, 2 FOP NEW WOOD FRAME CONSTRUCTION WOW MEMBERS, 10 ST SOUTHER. Er I ,,V� K Op 8,I) VINIM�M EMBEDMIENT OF TAPCOw ANC:4DASS. ELCO PANELVATES AND ZAMAC NNUN ANCHOR. ,NM THE
<br />.,x, - ", - ,.p `0 P-E -0. 2. W1 SPECIFY Dar" OF O.S. OR EOUAL � � - ,� � � , . � - , . V\ZkNs, ' - FLORIDA BUILDING CODE L14 r. High Velocity Nur icons Zone)
<br />ej�.-`��EN � - I -. BLOC LIN - � -.
<br />I ,,'-V,-' vNI'-,ye ��I`iS A 9 SRAII HE I 1/4 . - - __ - ___ .L
<br />4i . -,F .. - - , 1 $
<br />, S - I
<br />.. , FLORIDA BUILDING.CODE (High Velocity NU cone Zone), N� ! S .1 I FLORIDA BUILDING CODE (High Veloctily Hu ico,n, Zone) B�2) z : N644 57 %, I .:,lo,' MRGI. - 24 GAGE GALVANIZED SML STORM PANEL F.,
<br />, : No, orlos ..-. �_ f .,* NO,4 . - CALY-N & SOLD -SET ANCHORS SHAL_ BE EMBEDDED -1/8' iiCa 'HE CONCRETE BLOCK UNIT No 16LENT - 0A`WN B,
<br />. C; 20 GAGE GALVANIZED STEEL STORM PANEL - z : = �vio ,,Y�m, TIC SML STOR14 PANEL I '-A STUCCO SHALL BE PERMITTED 1/4- e20 SCREWS USED - BE 1 '/2- LONG APNIMLQ S�GVLD 0 Ex'sY. * -1
<br />= � * - MINIMUM -HALL - . � "A'
<br />=*: * OWN BY LILSPE's - it�z'&F � �R � - * '. ' ___ . � /-Io
<br />.
<br />i tI� ,
<br />A. AT Top
<br />I BASCO I . * i 'INA" . AND I, FOR WALLS WITH 90 mcrv, 1�5'� STATE F 4 GLOBAL PROTECTION PRODUCTS. LLC, DAM
<br />. ON = = - I , /111LECO,mic \
<br />-;_� �_ �� ", STA . , ._� I . WL A- .go .
<br />- IV, OF, -* � -�!: _____ — - A .. � A.. 11 IP
<br />— GLOBAL , L' "7m-:-;- � .:H , I .,-e �_,___--- BE YOU - - ? T," TrYffew, * CNO'Nammo comp.;-y
<br />E : % S1 a 0( - 7-- 1 NO"' , I 1 20 GAGE GALVANIZED
<br />S_ -�O' I - _�A PROTECTION PRODUCTS, LLC, ';�� I I I . - I 11 OI, , _ GLOBAL PROTECTION PRODUCTS, 8�Jt) IN CASE THAT PRECAST VORE, CIP PRFCk,T CONCRETE PANELS, STUCCO OR WOOD BOARDS SUCH P -?*4br tost.. �.-- - _.- - - -AA �wjew-_I, ,., MAIM
<br />V`; / 11LIECOme Am S_.. 5 ImItEr, - , - - IS T 'VU BE , 's 1 -175
<br />0'.. "tsml-h / DATE, � /TiLrECO.A. \ M)"K, S,*. ,ij SIPED LLCIJ o"Ir " ,iLW,;1; "' , -i,l- - T iwa __ -
<br />, V A-.w1 -1 20
<br />,��- --, - "t 0
<br />, �p ,gap �,,,: - - "ISTINC WALL, ANCHORS SHALL BE LONG ITNOW ,I) REACH THE MAIN SINUC BE HIND ,�It a "tr ,mr,_-.,
<br /> . _X'11� .
<br />" "s- � ....... kv - ruff TEITTINGI .* ,EMRm99(,1CQ%1em1 P,m, (0, DAM a. 333, " &=mm 1�` I _�Iv I TILETT PESTINC * olderEMNO C SAVK� R_ M31, ANCHORAGE SLI BE AS moNnOWD IN ELI) AND IN 6-2) — NO I - tIO, v��
<br />A, I . , / - CA o0oA, -
<br />`4,,-,,0/( NA`,�`�',;,f ' - L ote 'I-.- ", cre ._ )VIS-711ft FAX: (VV,Nm%A,Ir, 20-176 , 4 — - A, P.,", i-42"', r. mwee.-ant 1 20-176 `4Nj",;'H,,'+j%%1P I, L mAL1SrWAVU,E/%Jz Wx= Lr A,
<br />'UP . oonw VIDUAT'NItS CAS V_ 1cmarAUD IN ANY wo NO V!;;,f_ - f-.*,.- __ -I OWN .1- I A " i 1.
<br />,, - = DI.WlO Nw I'low - . I- , I - ,_,Gm,9 v I - -
<br />Iqmlvir�i ,,,,,,,,,,, 01-0001,71, - WAY to Sul Aw N_�LALILA SONIC, v4 ------------. -- �
<br />- - . wN.Tre XLZL; "',�,x ,���� - I "'=J� I— I I - '_ I -,= � SHUTTER Tw,AS I'D" "`SWA I's A),- A �m I t-g . _ � � ��� ;�� � - - i - -- � : -
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<br />MMIMVM A.S,Q, =]ON ER[SSURE_RAjjN"AA,f,) AND CQRUSPONDING he_1/4, 3/4, 4/5, 5/5 & 6/5
<br />1 GULAR. LIFE SAFETY & E-Z HANQ SIORM PANEL SYSTEMS MAXIMUM SINGLE PANEL (1) LENGTH NO SCHEDULE QNLY FOR REGULAR STORM -10.2/4 -111111AC/6, 2W/6, 3W/7 & 4W/7 I INSIALLATION DEITAILS FOR REGULAR EANEL Cl)
<br />(SCALE 1/2-I-) MELS INUAUABON INTO EQURED COHGREM. CONME B=K & WOOD (t) 3' MAX ANCHORS (SEE SCHEDULE ON IN -TO POURED CONCREIE OR UNCRETE ILQCK STRUCTURES
<br />-,. MIN _- - '" ' - SHEETS 9, TO &11) ------- --- - -_ - - - - - _31 VAX -
<br />I � 1, w �
<br />I � - - . , � � _, - I
<br />7 - - , - - - - __ - ____ - - - 15.12S_ (TOTAL WIDTH) -_ - - - -'- -- - --'- - - - --- - - - I PAHELSQ) UNWX=NED zbz"AaukL���_Uo � O` a Y I 0 6 I
<br />i -- -'--",- L - ---- -- ---j2MQ` (EFFECTIVE WIDTH)- - _ , __ L- -- - - - , ___ ___ � I- 193, i I�S4'-20,314' AL10-0-11MM m_xTmm=_jz_&,_QAL_0 QR — I --- I ,----&W 1-1
<br />- -2-151*- - MIACURCO CONCRETE USTINIT FIGURED CONCRETE
<br />, D. M., (�)� (�). RETIF BLOCK I CONCRETE BLOCK
<br />� 1 4 - _J::156�_ 0 : .710" - , S�LM ANCTED 4 --I - -1 - F -I- -T -- - --r 'I - -: -r- - V- T -, ,'_T_-r_7--T-r-_r--T_T_7-C I if -------- - f---) � e4 �; Proumf,-, , , REQUIRED. =
<br />I ,, No ft I �g
<br />' - E I- R * I --- I I I ; _ �_,,?
<br />�_ , L - - - & 1/4� (IYE'�) , - I a 6 q., � __
<br />...... � � . -
<br />� i I I XCI .125 911H-IRAQK" 0 ---- I . ...... r�_ - 1 1 1 I I . - i I CONCRETE ANCHORS ;�i CONCRETE ANCHORS � ��
<br />I , .2
<br />-�, - - . OR' a 1:i Il;r O,Q I , I I I " , ,�,,,, -_ , " " , , �A ,
<br />- - 1 11501 .lee - ,Oft' I:& 9 � � , ���,#,,
<br />- " t %gtg:N -�� - -0 ,,=
<br />bm-.,.�,-I- 1.3,50' - - I �aSo , I =* - f I jw ;: j� L XV I f LMAY W REAUdOEO) MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH @ or I i I � ,� �, I 0) �tFg MSTNG POURED w =
<br />, 1.500" 1 1 1 SHEETS 9 THROUGH to,� m all
<br />. I I I � I � .L,. , I I -- C2,1 20 CONCRETE OR � ):. k"
<br />I i L — I- OR -L-- (ft.) a 'L+' OR -L-' (ft.) a I I J1 , I CONCKEE eta" -
<br />- I i �1 1 1 1A
<br />I i �, I
<br />, I , 3 - __ MAXmw A,S�D MAJAAvM ks,O� CONCRETE & WOOD - I I i I __ - - � I J1. I �,/,� 1/4' REOUIRED. " Ca
<br />____7 __ CONGAM & WOW � 1 , � I I - tL :!5 C=
<br />: I,-"-,-- �_t�.10_ f- f I F ___ � - _(3) _ Q6
<br />11 � L .�Z
<br />I - _3�S L OW , I 11
<br />— , "I ", , 1 1671. � � DESIGN DESnN -11 11 LL � - ----- LL " ! ii A--- L- __ I � - - L I ,/� �
<br />250 , I � I ZED STED ' *1 � ,�, _41 '�' I I i I "I i ,%��) , �
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<br />� �
<br />� EDGE , A� 210)0* � m4, - . - I , V PRESSURE PAT* OWALLATIONS t INSTALLATIONS IT __ _._1__ � �� I, , - __ _.", __11__1 ;; _Y_--_ -, _,_- - I 'L, I , i , I (SEE SCHEDULE � '�', 1 _j_ - L � W C= C112
<br />� 'T � --rl L i v ., I ' _E = elz
<br />I � \_1 � " . � I. I L 0 Ii. � -) - —L, - (P.A) f+ . -) -- IL: , 11 1 I , � I � I.- ,�;�, I � m C_.j
<br />L ASIV A65.1 TYR I ",
<br />/11 I'll � -111, 5
<br />M \ " , ,150 'I 1,01 __ i � I 4 I I -" L L SHECTS a THOUGH 10), � ��
<br />. I DETAIL A 2ao j4*V* 1,31-01 i I . I I , � �� I I . I= ><
<br />'"
<br />E," � 21,25, I� L , � ��� � I / "
<br />11
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<br />� - _�:__ LIP =___ 1 , _ _ ,L 1 I . --- I ] - 1 F rl"1114� � N I EQ: � I I - = LA_
<br />GRADE so HIM L I I -
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<br />, -
<br />N, 5. --.DO,- I Owl z4L. 12-0 -6 . I I I I 1. __ I-; ; � � I I i,T-41_1 I .=, m = -
<br />-60 GAL". .. , ___ -A _,.. I ., - _ " f I
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<br />it . I , I I ��'�, -,
<br />PANOLS SHALL. BE 06TAUXD ALWAYS - --2,387*- - - I UNBOLTED PAN i � I BOLTED PANELS A /40-20Al' � x I I � 1 � 10 , , Cn
<br />--1.350" - OrTm _I ----� — -__ _ --i I - � I I
<br />W-a' W-9, ____�nt) �8- 10'-7- i I -, , I/ 6 2 -.1-1 r 4
<br />__ _ ... , � 1 It=
<br />___jio --Io.-Fo- 10--o- �V510 1 *_ 01 W-91 I i - cl) I C, --I
<br />... - 2,000 jo� -1
<br />TRW an TO RIGHT W1 1/2' Lr,t i I I - - if In I ! 1 ,2 = CU
<br />AT END AT LEFT SIDE OF PANEL *F' TOMK (�) ANGLE WITH 5IUD 11SEE SECTIONS AS j I __ - --- ---L-_ O__ __ _L -7 � /�,.�"o i I . "', - t�
<br />(�) OHIO HEADE (�) - _ I I I 1 1 . §,S. MS� BOLT W/ 0 Ek OVERLAP � x !L __ - - -A -1-11 I .
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<br />____:!�_0__ - - q-, 40,0, _,;:_s_ _v__i__ I APPYCABLIE) I . � I i ; I I j (SEE SECTIONS AS APPLICABLE) : - __ ��I,7_�,A A i= 'ftfl � L_ - '--- LL - --- : 3: a W
<br />lo� I' i I -;.-. .i. 0 ft W
<br />— --- — I : I , � i d 1 1 � : d I SEPARATION -
<br />,____4 to 0 a S r &.-;7,- 1 I I I L ! �. --- TO GLASS to GLASS � _=
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<br />I 0 4- -CC
<br />PAW L S DW LP I,- �- �._ I - . GALVANIZED STEEI i I I I I 1 I I T I , i i I I i i I I mlirl ON SHEET 3) i :1 I, I : I
<br />� �_ I _,�_ . .�270' _____;i.`O___ ___8,__r_ - - -8-,--O* __ ___5iT__ __ --&,-J, ]7�w - I I I PANEL LE14CTH a- SHEET 3) I i C= C.) :=
<br />I W/ HEWED FIXIE 11 � :1. , _w__ __ F_ - __7:__7__ ___ ____ __$_,_0, T-_5 1 1 1 1 � ! , I � 1 1 1 1 . � , , I , 4 ,L* No. I TO CLASS. PANE LENGTH -CG
<br />. I � I
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<br />� �0.05, , , LL .0 8:__ - 1 1 1 1 1 1 1 i i I I PMFLL LENGTH 2) .j -
<br />,�', , , I I I �/) _ _j i I I I I ON SHEET 3) A I -1 (SEE SCHEDULE i C3
<br />� . I i _ F_ L � L - . Ij "
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<br />- -2590- - - WMMVD� , =_X�: 407, 0,625 1 1 meem. la I i 71-11 v-71 600 7-_O� @.19 I - , j,5- 1 * +At N. i ._. ��., , ,.�� I 7�1_ 56% CIMN9 1 It E
<br />. no 7�-O- - - 0 - _iL - i : Ft _�,',,' " �4;, ? , � ",.,.�.�,%'�
<br />2,2-A, f 14--i "L �, __"- 2/4 114, 3/4, 4/ , 5 /S & - ,4,0_4 �� " I � "`,7171-� -
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<br />__ T � L, �,��,"',, I
<br />I- ROLPN05D CONNER 0 ENDS OF PANEL'S I - A6, .VM* " --7- ' - - - -' : I %', 11 .1, 111." � ` -
<br />I r , , , �2 - I. 11 6 If'-VO, - ' -----ANCXGNS (SEE SGNECGLE ON SHEM 1. 10 All) - ,, , " -
<br />e A � 100.0 61�1. S'_ r I' _ls-L- - __ - ,.-;" , - , : � E.0, "p� I ,
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<br />, - —,00-W _-7-tr ;r6o 1�__ 1. 141S. ) ELEVATION -`_��".'�"'� L V. � C(lSTJ ' I �"`; �
<br />'
<br />I -� TYP. BOTION -7 - - REQULAR 5198M PANEL 1 ,/A- 1 � I 1�1' I 1_��
<br />I � &WA ML PAND AUAArJ _ft GAP Lz�____ I I ,
<br />2'sw I - , - -, - ___5:�:_ _L-f (MIN, OARAP .1 V*W ,wilim �� ,� -_,�� 11" I . I a 12 1/2- O.C. I 4;Z,-
<br />Mm - - __ __ - __ 0 I
<br />- -
<br />I KEY ROLE _-TW-0 - T,;� I too - 5'-I' 2,68 � 1 , CONCelm"Vo- ,/ , k
<br />LODI' 067* - - . I - ,' ON Now, CONCRETE BLOCK I L i (AS APPLICABLE)
<br />3.750' ,072' i YP.) (D '105-HI54 ALUM. ALLOY 06 KEY .... HQU. AT _PAHE - 750- - 1 ;�5-0--_ - - 11-1. l15:o___ ___ __��:;_07__ � I - - V CONCRETE ANCHORS L' �� ... III 'O : I L ______ I'll
<br />V+ I ___ L ___tWj-- - L' I � ; `,�',' I -- - _ 1/0- - .4 , _1 REOUIWM� - . I (SEE SCHEDULE ON ��',V. � i __
<br />- -;= - - - - MIN i
<br />I . VEIT -A J, IL -, �:4_ t ftS__L__t - - L - - I I
<br />.,
<br />' ---Ttoo - 4'-8- ____ -1;7 � _ mt, I �-�V.�,7. t 9S, --to . " - - SHEE1 I `�
<br />7 tZ4, I - L A 3 .1 r .SEE SNEET 6 FOR ADDITIONAL lip's . - __ _=' /Ovol"s ,__/mr1z, ',�:'�/! - 1. mi'L - ,_ - . W/QONLY WHEN SOLID �,,',,
<br />___ i - .`15111 - I LIMITATIONS IF SLEEYE LENGTH IS I i-, V1111\ / v / ow , !�=� �
<br />OSI, I � I . L 4� , -.-- ATCRIANTE _�� SET Ill CALK -IN ANCHORS ,, ,
<br />-I - - - t25 . - "I ONLY VALID FOR INSTALLAITON INTO 1/4 � \--/ \--/ !,1", " � EXISTING POLW40 CONCRETE
<br />I I (TYIP.3 WOOD STRUCTURES MINIMUM SYPARATION TO CLASS SCHEDULE MAX_ GAP \T-/, - I It" 4j ARE USED & W/ (f�o WHEN
<br />I - - i,N ' �' I - PANELWIES ANCHORS
<br />(�) SLEM 2 1 18 .� "W-1 , C OR CONCRETE MOCK
<br />I
<br />� ,_ N'T'S, - cu _: ! COML
<br />1250 .375' I I I ,,, -RATE . �VVETE ANCHORS REQUIRED.
<br />I MAX, LERM MAXIMUM WIND SPEED 4 170 rP.PN WHO SPEED 1 170 'T.P.1, I " ALTER I, CONCRETE -PoSamG POURED CONCRETE
<br />,A - I L-I.Ca. - - , TIN I OR CONCRETE BLOCK REQUIRED. T ARE USED
<br />I " , ,m. PANEL LEND ANCHM SIAGAVERED, W/ ST60
<br />t- _193- - __` 1 3 7W' (sr. SCHEDULE ON (SEE SCHEDULE 014
<br />_4 i 2.000' (40 UNRESTMWD I RESTRYNED UNRESTRAINED 1 RESTRAINED NOTES4. I SHEETS 9 THROUGH 10)
<br />- - 2,515' - - - - E..178 TYFj, , I i 30 OR LESS 1. I* 1. 1 a 1/4- n(l) L.� MAXNAAA ALLOWABLE PANEL LENGTH FOR OL UNION POWK AJS_D_ DESIGN LOAD SHEETS 9 THROUGH 10)
<br />1. , 1 750, 1250, 1 . A- MAX ALLOWABLE PANEL LENGTH MR A OWN NEGATIVE A.SD. DESIGN LOAD, I
<br />050 L - 412S' I I I. 1. (2) PROCEDURE TO WERIANE MAXIMUM PANEL LENGFIt.
<br />(�) REV. W HEADER (�) -U- HE,kDER - 00:`_1 - - -- , -- I' MIN. To 5' M.. ------- I " I '"T 1 ,31,70 90 I qr 1 7 1/2- G". A POWNS AS,D, DESIGN LEAD, DIETERVANE MAXIMUM PANEL LENGTH %�' FROM SCHEDULE-
<br />- - , -' FROM SCHEOULL
<br />i_ 2,wo,- -- �90 TO 145, '. ___�� 7 1/2 1 7 v2, 1 mtk A REGAPIVE ASD DES" LOAD IVEIERMINIE MWMUM PANEL LENGTH 'L
<br />�R SLEEME 1* " U .1 — I. 111 FAINAL MOULIM ALLOWABLE PANEL L04TH IS EOUAt 10 VRF AIM WITERAINED PANEL LENGTH I BUILD NG WALL MOUN 111G 6 !fm "NT
<br />r I - 1 7 1/2' 1 BETWEEN 14� AM -L-', isfxjlom
<br />, - _[ I 'ISION . . I
<br />n1O AHQLE I SCHEDULE BELOW FOP MIN PANEL LEMITH FOR POROSITY QUMA`K iffi9rD16 U&M
<br />- - - 3GOO, - JfiH, - =1 -N"A�Ull� ""HIIIII.Fills, k, kul 4--LISM& U rama-mamaw . � � I SCALE 3/6-1 SCALE 3/8-1 SCALE 3/8-1
<br />�74' , . a -VC -ma � EQ A GIM 1119214 fl INSTALLATIONS VNICI WOOD ARE UMffrD TO , 95 p.Jr MAX i,SO. DESIGN PRESSURE
<br />i I �, �200 VI�o
<br />t , I I I,--- I - ��i��:J!��& ILSE ONLY FOR E-Z HANG SfORM PANEL I - EN MQ = "wHOVIIINN",
<br />__F3 'Go _4�'�CEN4%n�p �A 1. SIXI's, IF, TRACI, 00LO-OUT - Ivs 6, to & 'I MR W, KSO. CONN LOADS & MW PANEL WENCINS FOR - F, , r".
<br />275" � SYSTEM) 605a-76 ALUM, ALLOY CARE "O " " TE'r 'F` IRCK ,W�w 5ii IS USED, .
<br />RA,
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<br />JOR REOLAR PANEL T I INSTALLATION DETAILS FOR REGULAR P I LILATION DETAILS E
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<br />e-ONCREIE MCK STRUCTURES I INTO WOOD alfl=_� r, ,--I' 1__11__..___. -.1 ___ I -, I I QQR REGULAR PANELijLW1Q_W=
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<br />CXSTVkG POURED CONCRETE I , R1 AT BA 4W (Ml,,.) E)OSTING
<br />'' - !� I - ; : QUIRED. 51RUrURL_ 1� 1 � I
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<br />REQUIRED. REQUIRED. �, �, . - I . r 1:� I I � I I BEAM TO BE CERTIFIED BY I . I I - I -
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<br />ON
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<br />ChfGTH , i � �I� � ;
<br />1. " � I . & SPA I EPARATION t 'u, MAX- I MAX, - � �� �, �, �FIPAPA I � (1) L "Ar- I ;
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<br />I - I M-11=111 I (SEE SCHEDULE ON - 1 ;M�o I ON Slur 3) OF SOHIM I ON SHEET U3')F . I ON SHEET 3) " I . � L.
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<br />� � i 11 Ik I I - ,�� L I [ (SEE SCHEDULE ON SHEET IV) ,/ MAX
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<br />N SEE SCHEO LL 1;, Not r-r) � I I LoWl", D'E" 7_01 %7 MAX. ' - -7 1 �I I 11 (SEEL SCHEDULE 0_
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<br />PARATION I i Do GLASS -- 4 `T`OPA�mur 11� E111=r_11 -
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<br />-I -10 CLASS- , I _ - ,� --- , - , --- GLASS� I L - 11-r- __ - -L - . - ON SHEET 3) 1
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<br />( -- - - - --- I I r ON SHEET 3) 1 , ,
<br />SEE SCHEDULE I _,", - 7 ___ I . T, I I I f I DIRE91 MQUE - I I *1 - - ___ - - __ � - --- - AY� , -,--- - - 1. i <
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<br />. I i ; : — 501; 1
<br />- -"l �--_'-,-��,,,�,, ,,� i :�L 1 �_,T�n�,��,,��7"�, 1 1 . I 11 SCALE 3/8.,- J) � I *L'
<br />i i MAY �,_ 11, I - ',;'F � I T I IT) � - _1� I I It (D `M".
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<br />I 1@5 , I � ' - _ -q,= i j OF 'L* I I 11 I— 0 12 1/2' D.C. MAX, A-S.0 DIES)CA LOADS FOR THiS INSTALLATION, - �
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<br />0 , r 501%; 1 1 - I .. ;
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<br />I r /i I 0 12 1/2* OIL- � w"',��--�-. _____1 __ , , F - I .1 i�il - a) 0
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<br />I'll - 1� __ __ , � I � I SHEET I I) 14 I SPACER VIA MAY BE I t1r LONG O'. i --' IECK REWIRED MCOURKWO00 � , ,
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<br />� 11 11 ,, 111'� , __ ' �_ ALL DESIGN NO PA14EL ______, , , �� _ X6, WOOD
<br />', . (1) "SIALLAXION Is uw= ill A ONE gtm SUMMINIA *rfm W-0, -
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<br />__ L ,_, , OR CONCRETE BLOCK LENGTHS PER SHEET 1 2'V-* WOOD ., I I I I I �j *C=.;, L MO[ WIN PRIDE NO" rise 95 A ROMICTION FROM ANY WOOD ANCHORS - _____1
<br />_ !, EXISTING POURED CONCRETE EXISTING POURED CONCRETE � � I � , ��! - - L (T ANCHO S
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<br />SHEETS 9 i-r. 10 ,_ � .. - - � , _,':; _; 1. ! SHm. 11) _ 11-1-- 'I ;
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<br />= =UvE qxALE 'D OR I
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<br />CEILING AN UI MOUNTING WALL MOUNTING /QIREEM WaPACER5 M Q9 I I i : -1 � , 1, (13 WNWAIM Aw a" PRESSURE 1 (3) Aix 14 ore PARIS. U-it" 5 umm TO W AT ANY offma i U)
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<br />2,p =I' tic - __ : L- " - L. I � 1: � . ; i Athrile 15 .ft. -45 G.f, i " IS A fterwCom" FKU LAINU Won. Loces; ALLom ON t I
<br />,C Rff� TION 5 _ - 1 I oaft.tw gaRm PANEL L�0�t .0 ! SCHEDULE, SHEET I I),
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<br />`�,EN,T '- �,� , 'EA, .. f NO. 44167 S - -
<br />-40' � -!�' j� NOTES:
<br />'s --�-- FLORIDA BUILDING CODE (Non High Velocity HUT loans Zone) - � i� FLORIDA BUILDING CODE (Non High Veloclq Hurricone Zan*) z -
<br />_._ JIr .-' .. i: .. = FLJDRlOA BUILDING CODE �Xon H�h VolocIty HE, tons Zone)
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<br />? -` a.44167 -. S o2c,", T."Ece. - r.' I . INSTALLATION ARE ONLY VALID FOR VAX, ALS,D. : ------- ' I 1, 11,15TALLATION ARE ONLY VALID FOR MAX. - ; .*_ 1p_
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<br />. - N��: 1 24 GAGE GALVANIZED STEEL STORM PANEL Ow- 3, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 �`� BRAIN Vw�
<br />I 24 GAGE GALVANIZED STEEL STORM PANEL a, ff 0.44 ., = BE DESIGN PRESSURE RATING (p-.f) AND PANEL LEN 24 GAGE GALVANIZED SM STORM PANEL
<br />- _____ 2 : Det"I'll DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS = * . 167 TOP ir BOTTOM MOUNTINGS CAN
<br />. � I = , STATE OF :' Z
<br />E.D. - EDGE DISTANCE t[=_E0_ . - * . * .., * 1 __ I . 07A7/Now TOP & BOTTOM MOUAII�NGS CAN BE As PER SCHEDULES ON SHEET 3 �EXCEPT FOR = ,I III, . !� oe:.- A ..��f '� z
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<br />SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE �� :V', STATE 01��,_ - Z 11LIECOlf.c. GLOBAL PROTECTION PRODUCTS, L . COMBINED IN ANY WAY TO LIT LTERNATE 2W') S, _:$% ST If OR;--- I !/ C� - GLOBAL PROTECTION PRODUCTS, =. OIR: — MEMBERS to BE SOUTHERN INE No 2, W1 SPECIFIC I I C�,_. _,__�� I/ 11LIECIDimic I
<br />SHEETS COMBINED IN ANY WA:,( TO SUIT ANY 1�00,.- 'zono, - __ OA, . .Low Ss 51 STTEW INSTALLATION. S , �.,.,�t A800 5..� 51 STREET - ANVOILk a stew
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<br />I I INSTALLATION, I - - EMOERS TO BE SOUTHERN PJNE No 2, W1 SPECIFIC , I N A ,I .. - �� - P.Klf Zp_ - vNewee, . I - -:-.2-2- I Ps DIR"INVIC I.�
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