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<br />- 11 I 11 1-11- a) 0- C 0
<br />- ______ __ � (D c- 0 L_
<br />INSTALLATION DETAIL$ EOR URIES 2099 & 1000...E=Z HAL49 MM PANEL __ � c m -0 n .
<br />INTQ EXISTING WOOD STRUCIURES GENM& NOTES
<br />�M��j�_M .A��� PANM.g fr-) IQ 21 1-1 m -#— CD (D
<br />- '
<br />- � � DOCUMENT (P.ED,) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 0 - U) -I---
<br />MAXIMUM A.U. DESIGN PRLUM RATING (A.m.f.) AND I _� , - :� 1 �114*. LAC SCREWS 0 III D.C. W/ - WTH THC 2020 (7111 EDITION) Or THE FLORRA BUILDING CODE 1141S STORM PANEL SKIALL NOT BE INSTALLED AT HIGH /4-0 TAPCDN ANCHORS, AS MANUFACITURED BY LT.W ... kDEX. INC ul:
<br />11 - I - # 14- 10 PANCLMATE FEMALE 10 AND PANIELMATE PLUS ANENORS� AS MANUFACTILRED BY ZLCO CONSTR TION PRODUCTS.
<br />- _t� ! ' � - - _: I V2* MI1. T"PrAm PENVIARTIOLY 1, ,; �� II - - 11
<br />CORRESPONDING MAXIMUM PANEL LENGThl `ALI* SCHEDULE '- - L, T; s, O.0 wr - 1�� I —TO EXI!IITx1G WOOD HEADER REQUIRED VC, LAC -.0"s * v ox, W/ DESIGN WIND LOADS SHAa BE DETERM14EQ AS PER SECTION I 609 OF THE AWVE MENTIONED COOL FLOP A BASIC WIND - I/Ivo , 5/8* WOW BUSHM A' DISTRIBUTED V AU POINT SCREW, BOL7 & !iPEMv Cor
<br />� �L, L, I- - -,', ii I r I =. 21xV WOOD VELOCITY HLAW-ME .ZONES (MIAMI-DAM I EIRWARD COUNNES). VIC LAC. SCREWS PER N_DS,
<br />MAXIMUM A.S.D. DESIGN E=111% RATING j1his.t.) AND CORRESE01990 M"Imum ANC , v L(VO LNO StRONS I = a) 0 0
<br />. I. "'AD: - E
<br />m - - :� I ., ;1 � 1 1112 - " PENETRATION �, �1, I OAT on ON EW L 11;r W� �NMADED POINCOILUIDIN SPEED AS REQUIRED BY 14E JVRISDICTION W14ERE STORM PANIL WILL BE INSTALLED, AND FOR A WRECTIONkALITY FACTOR I CD
<br />EQR SERIES I pw�= 1-z HMO =a EMEL (j) SYSTE / ,��_� �._ � -10 VICIT14O .1)GO HEADER I I I , I , - - -0 -0
<br />1
<br />" , � -� `� � � � 04 - SM�, , i -1 "..-I - To EXISTING WOOD HEADER, KO-0.8!L LISING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM �kSDJ MIGN PRESSURE RATINICS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD Of TAPCOK ANCHORS SHALL BE 1 1/2' AND 2- FOR ELCO PANELMATE PLUS C) 0 - = (1)
<br />I , I I ,Ct, IT4.l _',
<br />I SPACING SCHEDULE FOR MAUAMNS AM WICAM A CONCRETE %= mium A ." I . . CA 0 1 , "', V,V,0�7AV M t, 3. 0 THRU I At 17, IIII. AND PANELMALE FEMALE O, = -
<br />.1-5 - - [C- - - - - I �� , ) " 1, 04C"I, #1411'SM ,; , � ",,�, 6 C.-L tal, Or WNO IN ORDER TO VERRIN' THE ABOVE CONDITION, ULTIMATE DIESICN WIND LOADS OETERNIREb PER ASCE 7-10 SHALL BE MST L.-
<br />; , ,,, � - �, � '.I - , -R TO COMPARE INM W/ MAX, iA.S.E) ") MINIMUM THREADED PENETRAVON OF LAC SCREW, IWO TIRT WOW FRAME UNIT SHALL BE 1 1/2* NO THREADED
<br />Fk CRT 5& (D I - , U 0 C 0 �r
<br />" " ;'S; I I 1'1� � . � , 1__T_ RMUM ta A�SD. OEMN PRESSURE NOUNia W MU TIRLYING THEM BY 0,6 IN ORDL - - .
<br />4 ;- W.) AWN . 1 RAVNIOLMATE TVA" - SECTIONS J, It , , - � , RATINGS INDICATED ON SHEETS a, 9 MRU 12 & 17, IIL KNETRAMN NTO STUCCO SHALL BE CONS40ERCO AS PAST OF THE REOVIRED THREADED POLISRAI-14, -1 =2 = C) U_ -
<br />A"ItUCARLAS 0 A ANCHORS I A . I �J" �, 6 Ok 04 or 0 IN ORDER TO V SIRMCD, A _= INCReASE IN AUOWAV F - =0
<br />4S. -1 __ I 11 - ,
<br />- - 4 , 11 * im'. THw_AGED ICRIFY THAT ANCHORS ON THIS P,EX, AS TESTED REST NOT OVER
<br />vowum ASO. Slum P, wtv" SPACING FOR E. 0, - 3 t/2 APPUGA" Ta . � , .+ - �1 I 4� I I�e -20.3/VIRU$$� 1 ,4, 4 - L" SOAIAS 0 S' Oz, W/ C— P*III, Sms�
<br />.m. S,r 1 0 :-:---- I , X%N CCT.N V. I I o. � I � � /� '; ,
<br />I PRESSURE MAXIMUM P.NIL ; I � .1 .
<br />CAPDONS , ,r E VOTAIE 1/2. Is .1 t2O, NOW 4AUER, SHIMS FOR #AND LOADS WAS = USED 40 THOR ANXVSM PASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C- 1) MINIMUM CODE DISTANCE OF LAC; SCREWS, INTO WOOD SPAL BE AS INDICATED IN THIS DRAWING C-7 CU L.- - -
<br />_w. PATIND, I � - - mKorm 'Ll CIA) I z X '7 " 'I _ Ncr�J?�- "-)L- WING KA 6 miew.11i tr - ACCUOR WITH N.O.S. 2OLS. = C-1 ,,- co
<br />+66.0. _7!,3 70' OR LESS 2 91107 I SOLTED - VI T, Y, I (ITS,L) 10 CONCRERE 'a � 1-M CONCRETIE TO ::�r I To commim TO CONCRETE I CONCINVE ITO CONCRETE — � - , i OF CVTw P".) " — vETWL 1/7- a STORM DANCE 'S ADEQUACY rOR IMPACT WISHING SHALL BE S/ffv� -20 SCREWS M I - — ._. ;� 0
<br />� I � A I PAN I AND WIND RESISTANCE RAS BEEN VERITICD IN ACCORDANCE WITH SECTION tf,02.1.2 OF C,41) MINIMUM PENETRATION OF WOW EI ;/V 0 US SKALL BE 1/2 M 0 >
<br />, I THE , SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO. - LA_ C3-
<br />I - . -ft= i=_ I v Ai,- PC. Rw �!�CT #,,.,-$us t., - NO, ASMIMCN11ONED CODE AS PER AMERICAN TEST L48 OF SOUTH FLORIDA REPORTS fOB14,01-0T AND #0219.02-09, AS "v; C= - . U) 70 �=
<br />! — - j I �./ ADWOCN 01 EVEW, 0 V EA. M OF 0 PER 2-0 St 0
<br />70' OR LESS 2 7/8. ! W-TED - ., Is VIN (TOP) 1 §mwJ5_1_ ��. LIP) _/ 1, Ir ASTM C 330-0 STANDARDS, AND AMERICAN TMTNG LAM SOLIM FLORIDA REPORT jftI23.01-10 AS PER 05) IN CASE THAI PRECAST STONE, OR PRECAST CONCRET�- PANELS. STUCCO OR WOOD !%O�AnRGS BE FOWUND EXISTING, .�� . C*4
<br />— ___ - IT' 3 1 To- 3. f 5 . V 51 4' I' (BCMOM) *DGa HEADE *�L - 0'. , - 06-20T AND YAS ---.-' I---"-.,- _ - _; WALL, ANCHORS SHALL 13E LONG ENOUGH TO REACH �E MAIN STRLCTURE BEHIND � C_- Cc a) a) L_
<br />I I - - - FLO IDA BUILGING CODE ! -6-i
<br />� T_ v),
<br />"
<br />- rm A, = � PANEL LENGTH __ I 11-13
<br />,,�,,g_j�v. QUOTED p L I
<br />ON (;FSE, US, A, WNGINUT AT VVEIRAP Sms 2000 + I -10 i �' I- (= CM_�X III ANCHORAGE SHALL BE AS MENOWNED IN C 1)L C 2) & C-4), .Cc � c, �� . D 0-
<br />PANEL 12, '. 1. 1. V (BOTTOM) 1 6 L ._____._1_1._1, vxwi 2 ALL ALUMINUM tXTROSIONS 10 BE 600-TO ALLOY AND TEMPER, (UNLESS MHERNI NOTED) SEE ST Ill 2 10 U) ILU
<br />12- fir __ wwri POOL, cp ZO c-
<br />__f_j___$:_ . __ SERIES TOW :1,+ 9 i I Z.- - 5 a. ALL ALUMNUM SRECT METAL USED AT CLOSURCS SAkt HAVE 3T06-1114 ALLOY, (D) ANCROM SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND $PECffX;ATTON5 Of TNT ANCHOR" 3: C2- = C- CU -6-i
<br />_ - I �- -0 - U)
<br />N/A N/A - ��A NIA N/A N/A 12 1/2 2' (BOTTOM) - 2 0/30, ww" - "O"i =
<br />__,�
<br />,� .06.0. -75.3 1 Ir NIA 1 12. N/A 1 12- N/A 12* 1 N/A I- & 2- � i,
<br />11' - SEPARATION - � 1/1'20.311* - w , . . 0 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTAUATION VRAJLS SHOWN ON SECTION I THROUGH .S! EE I:= . <
<br />__ -,.- -------.,-- _ __ ire' OR LESS 10 CLASS i - STEEL WIN, A INIMUM N o `HPOLACH C) EXCEPT THAT HEAMRS(D &(D SHALL HOT X USED.
<br />+96�9, -7E.3 ------ I /1. 5 2��-/ , "p, C3 ..X.
<br />4 1 � 02 " .
<br />. - .='� - ;�'.4,#-nY,,t, " a 4 ALL STEEL SHEET METAL PANELS SHALL RAVE STRUCTURAI, QUALITY 5 -6S3 GRNOE 80 M . C-60 GALVA IZE
<br />N/A 13 1/2* , N/A N/A 1 4 1/2* N/A 3' (TOP) �Q QLASS t'C VSIOA3137" 11 ;40,v*;�, ,; - 12' Olt � 2 '/s, Mi,, STEEL DESIGNATION WM- 12,2 k. (AFTER TROLLED), cc
<br />, a rVIER, -
<br />N/A - 1� 9 1/2- NIA I 9 112r- I N/A . " DVE.. a I SCPARAI*N- 9 Tt SHANII BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERJFY THE SOUNDNESS OF THE STRUCTURE WHERE SH 15 TO BE 01- -
<br />-
<br />N/A 1 12" 1 MR, OVERLAP � I - 5 :�LC 3�
<br />-
<br />�_17�"__ 3 (BOTTOM) ", - - I/VZN�/V 9 TO CLASS 5 Ali, SCRtWS 7 RE STAINLESS STEEL ,104 OR 31$ AJ!D SERIES OR COPROISION RESISTANT COATED CARBON STI AS PER DIN r
<br />'r TO INSURE PROPER ANCHORAGE- THIS SHUTTER SK41L ONLY BE ATTACHED TO CONCRETE, EILMK OR WOW
<br />- ,/4�-20A,t,.' CS, cc " w .=
<br />r N/A �E i I a I 0. 5mrs W/ 500kxl WELD STRENGTH AND 90 k. TENSILE STRENGTH AND SHAEL COMPLY W/ FLORIDA BUILDING CODE SECTION = 5; ,> 1w
<br />_____ ---- � 1 12 1 NIA 4, (TOP) - I 9/16' .- 2.11 � 3.4. � , = =
<br />-7-t ' . I 1 1 _T_ ____ IT, T - . -A . I - SEPARA-Ke, � L.,t3%*, § �F.N.w` I-, 10 CACJ� REGULAR STORM PANE! WITTI LENGTHS OVER W. AS RE-. SECTIONS, 1. 2. 4. S. b AND ALTIO�NATNTS IW, 3W & 4W 04 T: w m ,
<br />-
<br />ri�__ __-N/A 'I 7 - -��, " it-- § 2
<br />i� _,!�� - I - S@ 14 :-'IF - TO CLASS I rvm OVERLAP *_: . cr_ = _1=
<br />-
<br />i 12, 6, f Ir 1 1/2- 1 IL 11- I ,I- 1 4. (BOTTOM) I — _7 - ; 9 6, BOLTS TO BE ASTAI A-407 GALVANIZED STEEl- OR AM �$GA SERIES STAINLESS STEEL WITH 36 IIS, MINNNIV mD STRENGTH SECURE PANELS WITH APPUCAPLE .REINFORCEMENT DURING PERIODS OF HURRICANE WARNING C2.
<br />9 _ 1 4 _L . EVERY OWP1,AP I C __ - SHEETS 4. S. 6 At 7 Rf_"ECtIVELY. SHALL 14AVE A LEGIBLE AND READILY VISIBLE MANKIND WSMUCTING OWNER OR TENANT I wo
<br />__j_j 'n. . j I _- I ----' 7. ANCHORS To WALL SHALL EE AS M1JQWS_ li- -,K INSTALLATION CONTRACTOR IS TO SM/CAULX ALL, SHUTTER CM001,11ENT EDGES WHICJ4 REMAIN IN CONTINUOUS C TACT WITH C: S
<br />I i cc al)
<br />I � I "q F , I- , � - - � �11 I - I/4-0 CAFICON ANCHORS AS MANLIFACTUIRED BY LT,W, WJU)"� ING 1416� FT,-3192 p..,,,) STORM PANELTINSIALLATION; SHALL COMPLY SAM SPECS IN IR14TED IN THIS OPAW41C PLIIS ANY BUILDING AND IONINC REGULATIONS 0- - a
<br />-A- ! I W ,
<br />_j ! 18-, w I I /11 4 I
<br />A, LAOM To 064 p.a.0 "D. DESIGN PRESSURE RATING, " I � I I ,
<br />__ T_ 77 1 Kv ;� 4 i I I I 11 I - - I . (Al TQ_0,XR61,Mff"Q_11&=, THEE BUILDING TO PREVENT WM/NAN INTRUSION. - 0
<br />4 SOL SCIOCT 26 FOR ANCHORS TYPE & SPACLMC POR WALEAMONS INTO WOOT + RECIARES MR.. DISTANCE BETWEEN BOTTOM Of PANEL T I , L g ig 7Z,
<br />FISMIC VJLDM -JI/2. 1 � I MIT IS APPL�ED (TO,
<br />MINIMUM ANCHOR SFAWNGS AND MINIMUM OW OWAMM ARE 91DCATED ON THIS AND (D TO VIC 1/2* i # � S& AT :, - ;/*' 0 . 1/0' CALK -tit ANCHORS. AS MANUFACTURED BY OEM4LT Sit LE JURISDICTION WHERE FIER C�
<br />SCHEDULE. FOR CO. LM THAN ING ON SCHEDULE REDUCE ANCHOR SPACING __ I Me, �' t I . � - 4 I - /V* A 314" SQUO-SVT ANC40k&, AS DISTATOURM BY ALL POINT SCREW, BW & SPECIALTY CD -
<br />0, CATED S - i k , � 13, (Ol THIS PRODUCT EVALUATION DOCUMENT JPLEX,) PREPARED Of T141S ENGINEER IS GENERIC AND DOES NOT PROWE INFORMATTOT1
<br />"I'LL FACTORS' " t.L� i2 I pa C' I -1 (MM f'1000 P.,.Q FOR A SITE SPECIFIC PROJECT, i,W WHERE THE SITE CONDITIONS DEVVITE FROM TW_ P ED,
<br />THIS OPERATOR TO BE COMPEL REOL)CED SPAQNG OBTAINED USM FACTOR SNALI - r ( 4i , - 12 1 - 11 A-10 PANELMATE FEMALE 10 A PANELMATE PLVS ANCHORS, AS MANUFACTURED By FLCO CONSTRUnION PRODUCTS.
<br />MDT BE LESS THAN MINIMUM SPACM INDrATED FOR EACH ANCHOR TIME AT It 1- ' , " a tl-- __ - -, I - e i -1 .1 - 1/4-0 7AMAC NAILIN ANCHORS, AS MANUFACTURED By DEWALT, 'NCL
<br />"
<br />ANCHORS LEOV40, F�10 __ - i� " - I I ,�_ I - (b) CONTRACTOR TO BE RESPONSMILE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />- , - 11
<br />2 1 i i I I . I I - I BASED ON THIS PEO PROVIDE HE/SHE DOES NOT DLVAAF FROM THE CONDITIONS DETAILED ON NIS DOCUMENT
<br />I L
<br />AMONOR TYPE - '!� "I __j/VW ++ REQUIRES Max. DISTANCE BETWEEN EDITOR OF FARE, 8 L I�V* PWdLMA FEMALE 0 � . I __� ] MINIMUM EM ED ' CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSOU"
<br />.- '1V_ ----YV!1-!_/j _ i I 21.1 %, !--- A 1) MEW OF TAPCON ANCHORS LUM POURED CONCRETE SHAU RE 1 3/4". 2' TOP ELCO PANELMATE AAL
<br />TI-CON 'Amillsimm: I m AND M To BE- 3/,S* 3/16 Y/ * ,.UT, 'PANn"VE PLUS W/ I I ..... I _., I ,�/4' FURIZAVAC NAJUN ANCHORS,
<br />%== I AN=11 cNX_ ___ 1W Mim THREADED I ZA'2W4' M.S.
<br />. -1 � v I&IroxyJ32, wmst;
<br />- ___ __ - Max. 19.1 ,=-,"*,I NOTE M OLLOW) pEww'ONs, 12 I12- OC � V- --,---- - . -- � - (0 THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MOITFIED
<br />. � MOM SPACING DO 3 2,/2 . I � L .L - I _. OL, '/Vv-m3/.- A.2) CALK -IN At SCUD -SET ANCHORS SHALL BE EMBEDDED 7/8- INTO ME -GURLD CONCRM_ 140 EMBEVIIENT INTO
<br />V-1 �/ So 1�.-IV%I o � 7 1 �, �
<br />. I , " al -=�'U�.;",,Eo I I / - 3/ - � I STUCCO SHALL BE PITRMIMO� I/V IVn2G SCREWS WSM SHALL K 'I 112- LONG MINIMUM SHOULD STUCCO ExI,q, (4) SITE SPECIFIC PROJECTS SHALL, BE PREPARED BY A FLUROA REGMTERED ENGINEER OP. AOCHTFECT WHIC,1 WILL BECOME ME
<br />RMINOTAAC, w NO 3 � I", L , I I � �_
<br />IT, ,I" I" I __ ___ L "ajZEM& -I I ; .23 w2ld, ,vo 140� , WMI-c"NEW - NO STUCCO, AND MAY BE HE40 W�f �'ft OR ALL YHREAGED EtRCWS WID I, -
<br />____ _ 4 S!,2 $9.
<br />AMR, 011 47 ,,V&;T,C,PLU'S, im, - TOG ON ON COOK 11 .1 � I a, j 1-: JC101.3/321 AND 11* MINIMUM FDR WALLS WITH, m �f W, ENGINEER OF RECORD (EG,R MR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR lli�
<br />I �2�'&!V,14 f, �� ( BUT " WING NURS PROPER USE Of - I, - it -FIR, - RECORD, ACTING AS A DELKA11M ENGINEER TO TK
<br />"K CA "K !m rhm ff" W, PENETRATION * IV* I "", f CHUN NOTE ,A SELON) �' I ,, ,, -, 11 I I &O 11zWt;rw.v&_., , 1i
<br />sm Iwo 0 , I I L� , , P,i:,D ENGINEER SH0,11 SUBMIT 10 IRS LATTER ME SITE SPECIFIC DRAWINGS FOR REVIEW,
<br />I,- - I 'I -1/4*0 LAG SCREWS a r OCL W/ � 1/1'. LAO 50"S 0 r X-5) IN CASE THAT PRECAST $rDNC. PRECAST CONCRM PANELS, PAYERS, STUCCO OR WOOD BOARDS BE FOU 0 ON I z
<br />m - - I . " " FLS
<br /> I ,?r - I I - *A. (4 Z'I., AMM I i 1 \ ,,� I 1/2' W.. THAEAVED PTILEMI-IOV, ,,,, (14. I., - � ''a"V.M,Norpn�&Ai� "ISTNO, WALL OR JFEOOR� ANCHORS SHALI. RE LQN6 ENOUTAt TO REACH THE MAIN STRUCTURE BEHIND SUCH RANH te) THIS P1.0. SHALL BEAR ME W-Z AND ORIGINAL SEAt AND SIGNATURE or THE PROFr_jjS*NX
<br />- � - �w WALL MOV WOOD PLATE REW*M ALTERNAIM 2-1w . � I I I I W& LvTE IS Of Pon ANCHORAGE SHAL-1 BE AS MENMUNCO IN A.I) AND IN A.2). I ENGINEER OF RECORD THAT PREPARED IT
<br />__-L _01 - I - - G FLAT OR ON LOGE i - idt', 2".., AMC- OR ON Em
<br />1. - -- I LOR 0 Imm go SCALE I/V- .
<br />11 I I % IV PLATE ASOLlem , T
<br />1, I � s
<br />:��--TL--4 I - I. - - I , , I 11 LD_OUT MOUNT XdRw RJZL -- Lit- SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />_. I.ae "W I � , I (B) M-1- _9Qw- _%=_"_L_Aam_�_2D PANE1 SHUTTER IN ACCOROANCEE Vffl`H SECTION 1709L9.2 Of FLORIDA BUILDING CODE, ONE LABEL
<br />J ALTERNATIVE I . BUI ING - t1C 0 TAKON ANCHORS AS TANNIUFACTURED BY I I W BVILDEX, iK.
<br />ST:
<br />"Na ,/..-,. I ,
<br />L SHALL BE PLACED FOR EVERY OPENING LNBEUNC. TO COMPLY WITH SCOTON 1709,9.3 O� THE
<br />I lie 0 , 1/8* CALK -IN ANCHM, A!� MANUFACTURED BY OFINALT, INC FLORIDA BUILDING CODE
<br />- I i : � . - 11.1. NG __ 1/4'0 X 3/4' SOLID -SET ANCHOR$� AS DISTRIBUTED BY ALL POINT SCREW. SOLT & SPECIALTY CO
<br />10=1 �� ',,-,-, - .- ALTERNA191 4"W _ 11 I 4- 10 PANELMATE FEMALE 0 AND PANMMATE FLU ANCHORS, AS MANUFACTURED BY CLOD CONSTRUCTION PR%tj��tkllltmq,
<br />0ITIIIIHONON, 1, INSTALLATIOUS APE ONLY YAW) I" BUILDINGS WITH A,S.qL D�SIGI IOAVI S[1, 'LONINTRAM, 1, SCALE 1I/V_`[ I 1� AS WANUFACTOREDSOY DEWALT, K %w '��
<br />L� TO +66.0, -YS1 "t AND PANEL'S LENGTH UP TO S-TO, f� , 4 - IIV A ZmW N*IUN ANCHORS ',NN
<br />, �n�.!IWN " - . . � -, ok A. Tit
<br />"... !� ,�'. 4 Far, NEW M .CTON2 rW MfIARERS 70 RE SOU'ilegll *00", I
<br />L� A Tit I .
<br />D ,,4�IEW 1.,� 1�,�rc_ . L .,. * , FLOW one Zone)
<br />'. ALE I,
<br />,01� L ,� ___.1 . It
<br />� . ,0' � FRAME CONSTD.I � 0. T) MiNTMU ZMEtOME,NY OF TAKCIN ANCHORS, SICO PANICLAXTESAARI, ZAMAC Nk'UN ANCHORL RIM E q0;0p1` % BUILDING CODE (*Gn High Velocity N
<br />11 - FINE N.+ %PECWX DENSITY OF 4,,t, OR MUN_ ' - `�'77-t ,'*W -'* - yr, ENS, `- BLOCK"UNT1 .SHALL BE 1 1/4' 0 1* ,-:�? I
<br />, ,
<br />''I I", .
<br />410$�-.",p se -1 , ;Cane zome)l - .-Z 11 I 4e �
<br />.., ... % - % am. m"XP1 AC FA�
<br />I I FLORIDA BUILDING CODE (High liNtiocIty Hu i I T , - FLORIDA BUILDING CODE (High VOTOCIfY HUr Dan* Zone) -a,, IJ644 7 _' - 24 GAGE GALVANIZED STEEL STORM PANEL
<br />* - '. S DIMON TIT,
<br />= . . .2m 'itla,0. �. ft, .10. "Llem. WC� ' STUCCO SHALL BE PERMITTED. I/V IA-20 scRm u= SHALL BE ! ,/2* LO-14C MINIMUM SHOVILD "IST, IT _ - I -
<br />No. I: � fl.�) CALK-* a SOLO -SET A14CHURS S;i.,ALL SL� EMBEDDED 7/er INTO ,HE CONCRETE BLOCK UNIT, No
<br />. * = 20 GAGE GALVANIZED STEEL STORM PANEL SIT 1 � No
<br />= * - . = oft" S, go AS = :*= 20 GAGE GALYAMIZED STEEL STORM PANEL 11 - -1
<br />z * '. . SEE BOX AT tDA = TF: = Ce"I. W� AMC I' MINIMUM FOR WALLS VWCH NO STUCCO. ' * __ \ GLOBAL PROTECTION PRODUCTS, I.I.C. "
<br />- . -, IOU AT . e.m `,H AFRO IiEACCI . . /
<br />. = . � = - ___ - � '* SIAUE F - DATE,
<br />1,0,- S ED 0/m/Moo I=, TME"Oo I !�MiE�l ,'-F Atfoum lk I'% STA OF ( ./"/z,%N; , z I A60a S* SI SIRM
<br />� I!-. - -I / GLOBAL PROTECTION PRODUCTS. U.C. IXTE. ING",* I , — GLO13AL PROTECTION PRODUCTS. I.I.C. 8,3) It, CASE THAT PRECAST STONE, OR PRECAST CONC ETC PANELS. STUCCO OR WOOD BOARDS - --.-- TILER " '"W" AM IMAE� `,. XVII.
<br />__ 4�'m TO REACH THE MAIN STRUCTURE BEHIND - Rall _ L - RAN _ �. Is:MjASa-?.s, 'Ax, (SHL)m
<br />ISI 0� . �. R01--, / IIILAIECO..Z� _091111,19joh-DE-mm" ALTIMMv __ ...--. jjogjza� , �,. 't ) Dv,. __ � S.W. � .mm - --- - .I - 2%= Cam 20-175
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<br />. . 4800 S.W. 5, 91417 _� NCOR AT17
<br />nEUT PHONE D%T- ". W31, �, C,�P, �� �TMM 7M.-,.-�., .111""7
<br />'to. 20-116 D IN AM "Hw-mmH . X.�� - a" "am. Ca, tAAE. fL =1 ANCHORAGE SHAUL BE AS MENTIONED 14 0.1) AND IN ") , PRAMAP -
<br />- wrt: I'llatRIVERRO CORPAlff - ........ ___ __ - - �
<br />,='Ram,m1_RMWx,P_.IxS TRIS-71M. FXX'(WM"M 0006". -
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<br />'1111110 PAIM .. � A� � =' )N`WT!`0� to_ t-UNCla-sm, 20-176 ;,,,-,,-,j,-,�,,�,--,,,-..,�i.T6./,�IT, --
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<br />*2/4 'W LATION DETAILS
<br />CO PONENIM FOR REGULAR. UEE SAEM & E-Z HANG SJQRM PANELSMEMS MAXIMUM SINGLE PANEL (D 1rNGT4 'Lw SIC FnULF Al STORM I ifi, 2�/S. ,3W/7 & 4W/7 INSIAL EQ8 REGULAR -PAN&- 10
<br />3. MA, ANCHORS (SEE SCHEDULE ON ...... �* IM RQUEED CONCRETE 08 ONCRETE BLQCK MUCIURES
<br />(SCALE 112-11) -1 EMELS IHUA"OON INTO POURED CONCREM, WHOM BLQMA-W= (t) - _'_ __ _____ HEETS 9, 10 Alli __ _ __ _ ___ I ___ __ __ - - __ - __ 3: MAX-
<br />; I* WIN 4 � 1 WAR. �
<br />- ____ ---,----- ____ - I . -15.125- (TOTAL WOM) � - - ----- - - ---- , - -- --- - - - SIRGLE PANELS111) UNRE&TRAOM SING" PANELS (1-1 . � !
<br />, -.- IT W----: 6 0 6 - POURED CONCRETE
<br />. .
<br />. ---- -------------,-- - 12SOD" (EFFECTIVE MGM— ------L----- -___ I - 103, f 1�4'02-/" 1 IEND mm IMGKS z - I - a d, 29 D.M..(j),(�) - . � I—— __ -F-1 , __wSm-p0I11m0LCCDN"`C` I CONCRETE BLOCK
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<br />' : f_ - L-256* _ �7,. _ S STM RACCED . , 4 -i - -1 ' T- r- -1 - -1 - I- - I- -1 - I -r- -r- T _� -1-i-1 , F . . . . . . I� WIAMED.
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<br />� i I f-t- -[ i � I (SEE SCHEDULE ON _ L
<br />ALEVERS:0) MAXIMUM PANEL LENGTH I I - . I I (SEE SCHEDULE ON - 'r r"TING POURED
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<br />1�" L� I I .. 11 , . , - - 1, I I 1-1 - _ Olt ll:r ac I I , i 1 ' I I i I j I � I Ism 9 THROUGH 10) SHEETS B ,Hkw(;H 10) ,
<br />, ') 1.250, loa. HIS,- , 085, , @ of 'L�:
<br />r I �I.wq' "L+` OR "L-" (ft.) 0 -L+- OR -L-- (ft.) 0 L I ; r& CONCRETE OR
<br />I . I I ; DONICRETC SlU09; - _ 30 TO
<br />I
<br />A, :4�/
<br />. j" 1� , � �3,3�5, - I I MAXIMUM kslcl. SWOOMUM A,S.D� CONCRE7 � L, �r !-,-- l/2- � it/,. i 1 I/2* ; i I/V FREGLISIM. I I "�i,
<br />I , : DESIGN I � I I -
<br />I yEMME i � .1 � I I ". so CONCRETE & WOOD E &VMW I I L""� i I 1__ � I 34VIC.. , -,.,-,- � --------- ` I 1-1-1- - ,
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<br />r� - 1 1 1 IT I - --- - - ' 'E'S I - J, � � -_
<br />250-V .4"; " I i -I
<br />6 - � GEORG . i � ... i _- ""L - - I �
<br />-
<br />Soc.',� � j,3SG1 _- _.j,3EG`r - - 1.3r, - _ I " � r t! r' .. 1 ) "' (MAY K WAXIMUM PANEL LENGTH @ I I - C2)
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<br />EDGE D ZED EL " , 1 .(%4* INSTALLAIDOW t W&wtoms t - i � � ,� "�� , � CONCRETE ANCHORS ,
<br />I ASTM ASS3 TYR I '250.2.0)0* � .054' - .- PRESSURE RATING
<br />I ! tp�l,) I+ ar - (P-0.) (+ . -) ----;---r -L ; . �� ! (SM �Euvu, ON( ".
<br />L+ __ i i ` , L I .
<br />GRADE Do MINIMUM HEM L_ L - . I .1 - i � I . .. ibj in. � ! I
<br />- � 2.125* � I � I ! 1 -, I I 6,�,'.' �
<br />ED" . L- -_ I I I � i - I 4. - 'L !
<br />- - -CIETAIL A . �j L I ,� .08. . 1 me 12*-O* 121-01 2ao 74�4- 13*-O' � L - -A, I - . I I I i 1 2" L
<br />---- ---- _____ - _1TYP - __. - - 1 - _1 - - I 9 i It
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<br />_,,w _ - - I - __ 2.0001- 1 1 jo.0 I f --,e ?w 7. 1 1@h - - L - - I I L E ;,� , ". -
<br />PANELS SHALL BE INSIALLED ALWAYS [ �, I I im
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<br />060 GAL, �
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<br />- LL -2,357*'--- ___2�0_ _i_,�__v* _2�__,* _0�v UNBOLTED PANELS I � _. - I - W/ 40-20.1, 1 I I - , ,
<br />FROM Lm M Rom W/ 1/2- LEG i - to' -v` _,ma 61- _rw -S- I C I I - - 4-S., ZS, WT W/ do Ek OVER i I i � I ��r
<br />AME WITIj STUD _____ �G_ to' To' - — ___L __K_ (SEC SECTIONS AS I I I IT � 1 I i
<br />4GO IQ' 1, 91-41 4GO I..4. 101-11 APPLI IX) (SEE SECTIONS AS L_,______VA___ 1_1 /,-#-m2;mlw ___�t� -1- _��,'�; i
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<br />AT END AT LET SOE OF PANEL (�) nf-ffAM 4) X--TMK (�) - — ___ I I I I -1 .1 49 =0 SCRARARON ��-._ 4", E � D _
<br />- i SEPARATION , I (ka FDA mme. ,,�',,� 4
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<br />'" I _____ ___ I 1 , 1 1 1 1 1 : , rONCR M� ANCHORS T=- - - L L "A -1- --- I v [ I , ",_ - - - I 'm SCHEDULE .,, I I (SEE SO4MULE
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<br />I I mi ROUNDED CORNER # ENOS OF PANELS I � __ - - - ------- ANCHORS (SEE $CNEGULE ON SHECIS 2, if) IS '- -'-'- --' - -1 ; I
<br />- - -
<br />L END LIP W/ HEMMED LOGE. I " I --- I
<br />I �__A.SQSI l2s, ICO, 8- 11 , I I 1
<br />F-It,378' --,-- �_,_ i ". 11 I ED. I
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<br />I - - ,� - ��` R _."��
<br />. ; ; �_ -_ CONCRETE BLOCK I, , "' L CONCRETE ANCHOR- I
<br />I I i W-'- - t W= m sommil OR _
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<br />- - #.-a. __ (MIN O'EIS I i I I ' � REQUIRED. (SEE SC ON L I I" - - - 1
<br />Gill' (�) KEY HOLE WASH " ,,Do —1 lag ___ __ , , 19 11/� � - APPLICABLE)
<br />(NLTS) TIE, , I........" � TYR BOTTOM PATAU" _5__;�__ —go" —, __ — L (1) ELEVATION 1, 4
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<br />1175.0 41-31 ,le Max GAIR �_, Lz� I- I I -1
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<br />I 1. - - 2.68 , ____ �, , _1'1,1`� , ; I �
<br />3,750, - W1 -.750 - _AP I I A i i
<br />072' . (T,v.) 3 175.0 - _.
<br />I alo� @ I . - - .1-te I -_ -_ _1 VtQE VALLEY. - . I . __Ak4___4O_ 11111ZIN: 1:11. " *1 I'll - SHEETS 9 THRC
<br />- IF SLEEVE LID40110 IS I J*, I `� qp\ � -NS . -_;� .
<br />11*1\1'_� " __
<br />.?w - 1813* LIMITATIONS / - ' �' - " " SOU
<br />� .091, I I - - DAILY %IWO FOR INSTALLATIONS INTO 1150 -1 -� _A J_ . I- __ � � @ -1-1, __ - - I - - ___ -I "e"'. `
<br />2�1 4, I T .SM $HM 6 FOR ADDOVAN, I- l. -A-- 4 �'�:� ,
<br />725, I ., 7- '� �_ �!� 1%; � �11111. !/
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<br />,- (�) SLEM 2 Ill I - e WOOD STRUCTURES k4N4mum SEPARA" TO GLASS SCHEDULE MAX, GOP \7r/ f LED L ' EXISTING POURED CONCRETE
<br />I 2iv I , 37 i A, Tsr'- , g /17\ ,41 AM USED & W/ -- OR CONC41M SIOCK
<br />� � - f MALAER911 _ I 1 * PANELMATIES ANC
<br />I I - ALTERNATE OONCW[!L� I POURED CONCRETE CONCRETE ANCHORS ARE USED. REQUIRED.
<br />,,7�0 -,D1 N.T.S. _�_Ij I �_= I
<br />C� i � � � MAXIMUNI WVO SPEW 4 170 P�I, WIND SPEED � VFO -0, -1
<br />. .Do. j PANEL ANCHORS RM SLOCK REOVIFINEIT
<br />t- I- I I . - I � 1 -1 __ _ I -2,OW --- 31150 "' (SEC SCHEDULE ON �!,� 1=VGS?
<br />i ,!I
<br />- - 193" � ROOM SHEETS 9 THROUGH 10) 4 ,6 ST&
<br />1 2AIDO, ,Ller , 4 I" RED ON
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<br /> - 7.548" - (Typ.)t � � E �11*� �Ir/4 D(l) L4� �r %MA��
<br />30 OR LESS I RIAMEn
<br />� - EDM= FOR A GIVEN POSITIVE A45-01 DESIGN UMD.
<br />. I-. I L� A GIVEN NEGATIVE ASO. MON LOAD,
<br />- , .--O---- ":..,.. L 4 � A L,w .250:- - I. � 1. tZ) PROCEDURE TO DETERMINE MkXWUtA PANEL LEND"
<br />(�) REV, *H' HEADER (�) .U. HEADER --- �t - - -, I' WON. TO S' Max, - __ I , -1 U (TYP.) 1 >3:t To " 1 7 1/2- 1 7 1/2' - - GREW A POSITIVE A.SLD. DES" LOAD, DETERMINE MAXIMUM PANEL LENGTH *L-' FROM SCHEDULE,
<br />I '. I I- ? 11r 7 1/2- GWEN A REGATTA A.SIX DESIGN LORD, DETERMINE MAXIMUM PANEL LENGTH %' FROM S -
<br />2 Aw
<br />(R SLEEVE 1* MAX. - _2�000____ — I —_ I FF44L MAXIMOM ALLOWABLE PANEL LENGTH IS EQUAL TO THE "Wis DETERMINED PANE1.01=40111 LD-Ilff 11OUffM NG WALL Mou Ea MOUNT
<br />� 1. I I- I - 1 7 1/2- 1 BETWEEN -L+' AM "L-" r M&M 9B&ff
<br />.
<br />Irm w a RD ANGLE . xx 11) SEE EDULE BELOW MR MR EL UNOTH POROSITY QUALIFICATION SECTION I I .
<br />__. - 3,000'- - .... '"INTINA,et I,Uf J juA&K U r8131611A IMMALM I SCALE ,/,-,. SCALE 3/8- SCALE -1
<br />- iii� - 6WI-76 ALLOY
<br />1 �4 1 ,_ "'o, 0_1L4LNw MINIMUM eMEL - t #mPALLATKINS MO *Mo ARE L401ED TO , 05 P,arf MAX ALSO. DESIGN PRESSURE RA'n �
<br />- .� -��W- .5WJ!��X .1 R__ A GKIN MQUNTING CONATM ,,AHt T"#
<br />fjr��,;I. �'O�Sil. i - D' � (USE ONLY FOR C-Z HANG STORM PANEL - ___ - ____ - -1 - - 1- 3-m S; __ - - "A""S"T -GIR , ., 11 S 0, to & IT m wx� &S'D. Onott LOADS or
<br />_ ---- j - 1082, ,-V, ,C.�"'Nr -,nlp - , .0 Ir ANDUT IN. . (WOO SPAM Q IS USED
<br />, ,*.' 'EN4, , SYSTEM) 6065-76 ALUM. ALLOY �h �r TIN" A" -
<br />I -P Hy Hu cons Zone), HEADE EM PACK W/% Am. 111- . . .
<br />I 671, 1� � . , TOP 11 I SLILD -,,�vl%_. %� FLORIDA OUILDINO CODE (Nbrl High, Velocity Hu one zone
<br />� , -
<br />� __� .,,,� ,275 --I' , DIRECT It
<br />� r I jr�4.11 1-Ii-1-11 114V III I No. 44167 ; I FLORIDA BUILDING CODE (Non High VOID BOTTOM MOUNT I R H 7 ,,,,,SL, � �g FLORIDA BUILDING CODE (Non High VolooU HWu cone Zonts)l �.
<br />I i-t-1�_1--." I �5 1 . ON z . �. it I - _
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<br />2.0720C, i a, - ED. 4 - F^ � .1 24 GAGE GALVANIZED STEEL STORM PANEL 1 -
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