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3. MAX
<br />I* MIN.
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<br />I _ 11._......__...ANCHORS (SEE SECTIONS ON SHEETS 17. 18, 4S & 20) - ------- - .__ - - - _
<br />AA/17 "i SA/HL 311i Aii 50/i% J* MAX, i
<br />, ' TTAwi 7AW119 A BAW/20 somi 78goi & ami I' MIN. �
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<br />: � 11* � f wvl NUT A � ' � ` ' (SEE SCHEDULE)
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<br />L*Gki 7AW/19 A aMli EXTERIOR
<br />____ __'_ I_— -ANCHORS (SEE SECTORS ON SHEETS 17. 10, 19 & 20)- -- - -- - ---.- - - __
<br />_PTIQN #2 FOR UEE Si E08bil PANELCL ELEYA110N
<br />SCALE 3/10--1- qv_ w
<br />. F
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<br />1 LWMR
<br />SECTION A -A
<br />Se" 3/16..I.
<br />LTL"Kil!ilj.V%W.�tmoj*.ILtizn;1:4*.I-!ifj;4-mzf.�IttkiI �M*Mwl?df
<br />a �
<br />MAXIMUM A.5,D,
<br />Max, PANEL LENGTH
<br />t
<br />MINIMUM SEPARATION PANEL
<br />DESIGN PRESSURE
<br />RATING (P.S,f,)
<br />L (it)
<br />i
<br />I TO GLASS CONDIT11i
<br />1
<br />I
<br />+55.0. - 72.0
<br />8'_5"
<br />-
<br />1 2 3/4- 1 UNBOLTED
<br />BUILDING
<br />INEALLATION DETAILS EQ8 OEIION #2 EO LIFE SAFETY SjQRm PANEL SYSTEM
<br />INTO EXIST1bjQ EQUIRED QQNQRETE OR CONCRETE JLOCK STRUCTMES
<br />. - I TA" ANCHORS _ 11 ' IAPGDN ANCHORS II., TAPCON ANCHORS I TAPOON ANCHORS
<br />", _. 4_4 ------- 4
<br />1 . g- oz. 0. ox� .' ; , _,_r
<br />� 0 Ox, ai OC�
<br />, - I I
<br />'
<br />POURED CONCRETE, Powi CONC I.- POURED C ! �'�' "I �
<br />, � 1RETE, 04ORM I
<br />OR CONCRETE I I ,'.. OR CONCRETE CONCRETE :"' 07i'm
<br />11
<br />. - . S." REQUIRED I , &-a" AEOUMED .1, BLOCK REQUIVIED � BLOCK REQUIRED, 1 .' I
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<br />! l,'4' Ti�n ANCHORS 1 TJ4* TANCON ANCHM I � _ �
<br />_ _ _.,_ I 1 144' TAINSON ANCHORS � � 1/4" T'APCOH
<br />� 6 I - __a 4 I/2' O.C. 1 4 1127 CC. i ------- - ANCHORS
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<br />1. - jPWRED CONCRETE Pi CONCRETE .,...,.POURED _Pr CONCRETE , VRED CONCRETE
<br />OR CONCRETE BLOCK OR CONCRETE FLOCK OR CONCRETE 86 OR CONCRETE BLOCK
<br />REQUIRED REQUIRED REQUIRED REQUIRED
<br />WALL UOUNTING INMLIATION MNQ IWALLATIQH WALL MOUNTING I I I IMON WALL AIOUHMG INSTALLAM
<br />" ama-A
<br />a lagala. it � INIUM"mm" E
<br />SCALE 3/0--l- SCALE 3/ti SCALE 3/8'-I" SCALE 3/W- I -
<br />SEE BMW 12 & 20 FOR ANCHINIS rtF`E .
<br />Al*M TIP[
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<br />SPi FOR INSTALLA we WOOD
<br />- Amomm milmomm, 0-4
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<br />JAMMLIA ANCHOR SWINGS AND MINNUM
<br />mot 0,5TANCIL ARE "I"i 04 INS
<br />Sc"Li MR F.C. i THAN OWAUM ON
<br />SCKMU MICE ANCHOR SPACING BY
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<br />By THE YOU.0mooD FACTORS MR THIS
<br />OFICNITFOR 10 BE POSISSILE, AOXM
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<br />_ __ - __ 1-1XV . -, -_
<br />-
<br />40
<br />SPADFIC Oflogin USING FACTOR SPAR NOT
<br />BE TAM wMAKAM SPAOF4 AdficATED
<br />FOR EACA ANCHOR TYPE 0. THE SCHEDULE
<br />2 'Ir
<br />---- - -....-.--..-
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<br />_140
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<br />INSTALLi DETAILS FOR 0FTjQN #2 EQR LIFE SAFETY STORM PANEL SY5TEM
<br />INIQ E011 in 'i BLOCK STRUDIM
<br />I I'll, 11 IAPGON ANCHORS - I TAKON ANCHORS
<br />I V., at w2l.' D.C.
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<br />POURED CONCRETE �' POURED
<br />" � - I
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<br />OR CONCRETE BLOCK I I CON
<br />REQUIRED _' I /A- REQUIRED F-L I
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<br />OFIVIATOW TO BE POSSIBLE. RENUM
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<br />BE if" IMNKMNM SPACK, "D"To
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<br />ION DETAILS FQR OPTION #2 FOR UFE SAFEJY nQRM EANE JYS"T IN51ALLATION DETAILS FOR QPTION J2 FOR LIFE SAFETY STORM PANEL_aYZffA GO= mmm mm E=z HANG Smm PANEL. M.
<br />INTO EXISTIN9 WOOD URUCTURES 1-7 - INIQ EXISTING WOOD 5IRMURES I I E-Z HANG STORM PANEL SHOWN 014 THIS PRODUCT EVALUATION DOCUMENT (P.i PAS BEEN VERIFIED FOR COMPLIANCE IN 9 I) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANEILMAIT FEMALE O a, PAMELMATIE PLUS INTO CONCRETE
<br />I 'L I I �: � ,--- 7 - ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE I 1/4-
<br />, j, I 'T-
<br />I I � , I � I , I
<br />--- -- --- - __ I - - . _j__ L - - -j-'177 __ -- 1 11 - , , , z I
<br />- � . , , T 11 - j
<br />'1� 11 ... 4 11 I .�L . ; ,
<br />. '. _ . -,- DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1670OF THE ABOVE MENTIONED CODE, Bi MINIMUM EMBEDMENT /4'0 X 7/8' CALX-IN ANCHORS SHALL BE 15 7/8' INTO CONCRETE.
<br />- I I ____41: I � .. � L . , "I ,
<br />-1 - . ' � '' , . I - -1 L ' L �" _ � , I I � I �'i
<br />- L . I,- ,I �' 4 1, 11 � . 1 1 [ I I , . - OF I
<br />- I is - I'-- I I I - L I FOR A W4F0dA%4SAR15Qi BY THE JURISDICTION ,WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT ENO ANY FINISH MATERIAL SK441 BE PERMITTED.
<br />* I 11 OUPFFIAOILO � I I:1! *�O_- READER . . . , , i� "EAUIR I , "I I ___ - _,', i� 1, ,
<br />lr ,, , - 11 , WOOD HEADS _��L � - FOR A DIR DIOR -
<br />�! , % L' __ _ " " I " REQUAM " I ARM - , - ,-- ". !-! Kd-045� USING ASCE 7 6 AND "I-L NOT EXCEED THE miLei (A_SD�) 1/4* 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG EFOLIGH(sHOULD ANY nNSIH MATERVIL FAST) TO /I
<br />��' �' . ,-=,U
<br />_.� �' I , �' I � - I `'�.., i -0 TAPCON 0 r cLe, �r Di PRESSURE" RATINGS IN"TED ON SHEETS 25 & 25, 'HORS,
<br />"I 0; "' ..�-' I��""� ,,-- - � � 1/4 EINGAGE 3/4T INTO ANC ,"
<br />11 __�_ U 1, .��__' -1
<br />if TA 'I 1/4'. TAIACON 0 0' OX � , T '� I- - ,:/"., I 1, .�L : 'I � � .
<br />e� I � - P� - P 1 , , / 41 I &� ,- _ * I , r , I , I IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS OMM -IS
<br />':4 ",
<br />I I I , � it I , , �_ , j A/ , L, , ____�Aj*.' tAPOCH. 0 or OX, I ,� i- 1-1-11"i"' "A"' a a' Q.C� 44E
<br />� - I � I , '� , _ , - - '/ : 'Fl� " , I - _ 1 '� tHREADE - - , PEI 4;1�11N. T"REAVED " 4 1 '� m r. ��IFL THRIAM 0 PER ASCE 7
<br />1 . I , ,,, � 4l6;66i ;3;; . i I , 'EMEYNA , . I , ', " /2' NUN. -0 "I � I REM AT WOOD , , AT wow SMALL BE FIRST PEDUCEE) TO A.S,O. DES" WIND LOADS BY MULTIPLYING; THEM Erf 0-6 IN ORDER To IiL3) IN ME THAT PRECISE STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL- 4"
<br />eLL I I lil HEADER HEADER e , I � ii, " : . J� PENrINATION AT ADOD 1. i j HEADER I I . HEADER TO COMPARE THESE W1 Mi ,'&S,O) DESIGN PRESSURE BONDS INDICATED ON SHEETS 25 & 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE =
<br />(i -I I I ; I WOOER �"I " I . ! �; I I 1%. I- , , I . HIAM . I I % L 1�1 11 , i I 0
<br />� - " � i , . I lei , I r ; � , SHALL BE , .
<br />, � I I I . I � .'�; iI �' I . . � . ; 0 m*gi . I vi
<br />..* ��L L .1 -A"& IN ORDER TO VERff`Y THAT COMPONENTS AND ANCHORS ON THIS P�E.O. AS TESTED ME NOT OAR STRESSED, A 3-13 INCREASE I - " .L I � ijipsaim - i-I I Im �=� .1 I I ,I
<br />" 1, ., - - : ' " 4 �'. - r , I � . .L � .M"* = hv" " '11� zl� '. 11/4- A - IN ALLOWABLE STRESS FOR WIND LEADS WAS 01 USED IN THEIR ANALYSIS FASTENERS SPACING 70 BEEN . 10
<br />, ,i � 1/4 , - 1/4' 1� / . , l 1/4 NG WOOD HAS EEN Cut
<br />'I , I I , ,,, 1, , " � , `il I 1 � I . DETERMINED IN ACCORDANCE WITH Ni 2015. ::F- LILA
<br />I , . 1i 4 "' I If 5 I I e , I I I-MMET'- ' --
<br />I , r" I i ri .......... I ,. I . , � , j , - \ I I , , , � o � I M. ' ..-- I � 11 e ', j '�Fqt .... . .. , A t (C) ANCHORS SMALL BE MWALLED FOLLOWING ALL OF THE RECOMMENDATIONS AMU SPECIFICATIONS OF THE ANCHOR'S " c=
<br />" I .' . I !! �_� Mgt I I ', , � 2' 'L � . , " , � - -I % 4 I t � I MANUFACIURi U'11 = _=
<br />I I I I 'L� - � � 0 REAM_ / � 4, - I I , ,w L I q � : � 'L I . 7141 ABOVE MENTIONED CODE AS PER FENESTPAVON TESTING LABORATORY. MO, REPORT III 2032. AS PRDi TAS-201, 11 9 SHALL BE THE PESPONSIBILI OF THE CONTRACtOR TO VERIFY THE SOUNDNESS OF THE SMUMi WHERE $"UTTEFF " = F., '=
<br />, / i 'it i 11 . ' , .- " ' '�" , , � I , I � � STORM PAN ,ADEQUACY FOR IMPACT AND FATIGUE RMISIANCE HAS BEEN IAEFi IN ACCORDANCE WITH SECTION MS Or
<br />, I , � , WOOD H i I
<br />, '� mi'� � p , � I � , , , i �� , : ! r 'cc"
<br />I - � I I I I I �� t. I� : � ��' 'i , vi� I I %L ,' i I 1(2 ; TAS-202 AM TAS_ZO3L IS RE ATTACHED TO INSURETYPROPER ANCHORAGE � i � . ; � I - I � 1. � THIS SHUT" SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK - Im
<br />I � I � si � , : %RT ' � %. �' ; -(L. 1 � H I CONT, I S. OR WOW FRAME BUILDINGS, .00, m C-)
<br />. 11 ! I I I L . I I '� I ill, I - L : 2� THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OL79M OF THE OPENING AMESSING THE OPENING FROM THE = 0 = CIQ
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<br />11 � - �
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<br />L !a, 5;'a �___ � � " . ! I - , I � INSIDE W/O THE USE OF 04 LADDER OR UrT. THIS APPLICATION 15 VAUD WHEN INSTALLATION IS INTENDED TO BE PERFORMED -%= 1A_ >`C
<br />! i I O'' ' : i cl, i � � G ! � 1 G [rL,- w 10 ITINJ r.
<br />I ! . ; , 'Sl FROM THE INSIDE OF STRUCTURE 12 THE #4STALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES MICH REMAIN L h OL =
<br />� I ' Exts 1 I i � l 1 rXISDRGq - la,,al'i � ; i f : . W. Sawfili : i CONTACT WITH THE BUILDING To PREVENT WROIRAMN INTRi CAULK ANO SEAL SHUTTER TRACKS ALL AROUND FULL . cc . it
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<br />� GLASS - 1 1 � ; III sum : i � LENGTH. - - - : Natinfit" - I I � SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS W14CN INSTALLATION; IS REQUIRED TO BE all, Q� -I.-
<br />"' "A"'
<br />� I 1. 0A, a .'. 31
<br />1 M ! .. t---- oti - � , . - ISEE � i i 13 STORM PANEL INSTALLATION SHALL COMPLY Wi SPECS INDICATED IN NIS DRAWING PLUS My BuILOTAG " ZONING - " �4-
<br />; , : � i {SEE
<br />L04TH I ON SHUT to) I I i i � I 00 %,w 16I PERFORMED FROM THE INSIDE OF SJRUCTi N Na
<br />um 11B V A. ! 'L* i ; I (ME NOT I BELOW) i I j I
<br />m Mn..SEPARATION � ! I PANEL 11 W, SEAMMIXIM : ! ( NOTE, I Esi � .� PANEL LENGTH I � SIMMA"T. � � f : 4. SERIES 2000 INSTALiATION! 5 APPLICABLE TO SINGLE AND DOUBLE HUNG Mo AORTOOKi Si W N REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED To, w 1)
<br />I P'w, E LENGTH - .� (SEE WYE I BELOW) J Ta RUMS . I I - - . A _' ;'�' � I -I.* •Ai I -L- M.. STYLE WINDOWS WHE "� = -
<br />en�� I I _11 INS =Nq- I
<br />t_ Ai _ 1 � I -, " ' , L" _'_' _1 =' '_ I � __ _- ' - -'- - I (SEE Malt I MOW) I I "'__"�" - INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE "ISE OF STRUCTURE. t4 ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANIEL VISrO0 IS MW Pfti E - =
<br />I J/' , A D;zrscgSXUE - � ..... . . . . . . -, � " ; (54-t . �. PANEL LENGTH
<br />i . ..w to) I : S'S'*An1; 1--, ' . w MEET I.) '/4-2w - �� - -_ (SEE NOTE
<br />L WS 0 __ I � '.. , - C I I I I - I F
<br />I __ __ ___ � - 5-3. M.S. W/ -- --li __'_�_ _ .11 ---i . ______ 'L ' - - - . -1 S. ALL ALLIMIARIM EXTROSIO-46 TO BE 6063-TS ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCt EVALUATION DOCUMENT (Ii PREPARED BY THIS EMOREER IS CENMC AND DOES NOT PPXMDE Cm
<br />1 � 7/1i A 3/ . ! � ; 7/9'. - 3/1. t � i I U .- -x
<br />I � 32' . I i &S, M.S.ws.
<br />I . I _� . !NFORMA"Ift FOR A SITE SPECIFIC PROJECT: I,.. WHERE THE SITE CONDITIONS Di FROM DIE P�ED.
<br />. I � ____� 3r. cc
<br />. WIND " i .. ... �_____j i ____ . i :. I 1� � I_.__.,- ' � 32' .B. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3,IGS-"14 ALi
<br />i .- � I r___ - ' ___ �:__ a' - - -, Am NUT ___ . wq_I
<br />, - -.-,:;, - - 'L "'� -_L ,," - - - L" .L - - - 6.1
<br />. L �: - _----!�' _ 'L,'� ' - ,-'. - - �11� - ff I -'� : (P) CONTRACTOR 1 1-
<br />, _= _ - � - ,-,--- _ � ------ 7�1' _11 - _ -'- � WWI -,-- 3:
<br />_____ -, - - - � ' , I -_ " t I, , , -.1 .L -_ ,"L S- I 0 BE RESPIDNi FOR THE SELECTION, PURCHASE AND INISIALLATION INCLUDENG I SAFETY OF
<br />. L I : � I i ! ! ,� ": . .... .. , ,"-,"- i 1 7. ALL STML SHEET METAL PANELS SHALL HAVE STRUCTURAL OWTN STEM-, ASTMI A-W GRAM 50 Mi GALVANIZED SIM 71115 PRODUCT .2
<br />l : j L'- " _ ... .... I I : � le4'* TAPOOi I �' I . f I BASED ON THIS P�M PROVIDED i GOES not DEVIATE FROM THE CONDITIONS WNLED 04 tj (D
<br />I , -,J,- - - i i � ; DESIGNATOR Wi ti kill (AFTER KOILi THIS DOCUMENT CONSTRUCTION SAFM AT SITE IS THE CONTRACTOR'S RESPONSBUTY. :1 = =
<br />I , " i i � 411--'_ -t
<br />C, I 1/1 i : � "A .!2
<br />� , ` I : L"T � I t � i I
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<br />I '�17 -=`�' '___ , - I L _�. , I I "
<br />! l I'VaTILAITION AT _'__1____._'___ __________4 _1 ! I � =
<br />; , -.- --.-,. - - - I- - 5. ALL SCREWS 10 HE STAINLESS STEEL 304 OR at& NSI SERIES OR CORROSION RMSTANT COATED CARBON STEEL AS PER DtN I.) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MWFIED,
<br />� . ; ! � .. .. ---" I
<br />i . I I I i MR)WITTIA OF PLA111___ ' m I - - -41- 50018 W/ 50 Di YIELD STRENGTH AND 90 itli TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241 t.3_14 -a =
<br />: I I ; ! . (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED Ely A FLORDA REGISTERED ENGINEER ON ABOMi M41CH WILL w
<br />� L I I ; -
<br />' I - I I I I = I-
<br />I ! I
<br />IA j . ; � I g. 4,-- I - (1) i ft Gir I . ! 0. WILTS TO BE AS11A A-307 GALVANIZED gfkl-' OR A;SI 304 SERIES STAINLESS STEEL WITH 36 i MMWW YIELD STRENGTH BECOME THE ENGINEER OF RECORD �,OAJ FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />_0 : 0 .2 0
<br />L USE OF THE oE D. ENGINEER OF RE NO, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SKA41 0 CJ
<br />: j -
<br />I I - I G i ' ' i 1 3 10. ANCHORS TO WALL SHAD BE AS I'Di SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
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<br />7 I , t_ - ii;B � ��!' � I L I I I t -D' SHALL MR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 1
<br />'4 L I % I � ED- " � I I I I RECORD THAT PREPARED ,"T
<br />. I & - - L 41 .- i I I- -
<br />I - _.� , I ��_'_ - F L - - ' --- _1 _-) - i r, "�4 i : I, I . - If4'0 TAFICON ANCHORS AS WANLITACTUREIS BY ITW� BUILM, INC (MIN. f'c.3192 o.&.A.)
<br />li - , I -s-S. U_& Iii f , ". _' ,- .1 '4*0-2O.3e4'SS. MS- III �'� '�` - - I - r� 0 X 71W CALK -IN ANCHM, AS MANUFAMRIED BY DIVALT INC, i 1`�4= ;;.)
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<br />� I . � cow, � . 1'� i =:===� cw '� * L 14 �',' __ ED / Is- STORM PANEL "A"U"A"T'J"i LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />p ��
<br />I � k , �i : I � ;. i I �' - - IONIC I, �� - - .1. ..."', - N ... I - -, I *-, : 1 I- - - --- ' - . - ji PANOMATE FEMALE 10 & PW-Mi PLUS ANCHORS. AS MANUFFACTURES BY ELCO CONSTRUCTION PRODUCTS.
<br />-
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<br />WASHER & 12 1/2' O.C._�' . I . � - -) , �w (f'32450 ;i ACCORDANCE W" SECTION 1709.9.3 OF FLORIDA BUILDING CODE- ONE I, SIVIU. BE PIL ED M OP Fi
<br />- vew, "i ,. � � ABU AC R EVUN EN . L !�� '/a'# . 3/32* 1, L WASHER `�C WASHER (BEYOND) 1 ) i �' - 1- LASELING TO COMPLY Vi SECTION 1709,2 OF THE MORMA BU;LOIRG CODE,
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<br />1� . , :i� ! f� �' 7 WING . . 0 " 12 1/2. L, � , � � I I ED. -_ ED - ' I I
<br />I 'I L " . NUT WASHER (BEYOND) �'� � [! 1/4-0 TAINCON 0 6- D�C� � i I �� , _j _ ---- _ -_ -I L__1 �: --.--I_--- I
<br />I I I , L 1'4*0 TAPCON 0 5' D.G. L j �, L f � ,�4'0 TAPOON 0 0* D.C.I., , ? � _W( 'GRIM, THREADED ; �4 I I L I I I., , f j " , 1�' i
<br />, � . , 'W , ,� At) MINIMUM DOMWW OF WCON ANCHORS INTO POURED, CONCRETE SHALL RE I 3/4' AND 2' FOR PIANELMATE
<br />I I , T& � �'
<br />. - L 11 � "_ 11 - I� ' 2'�4* IFOO(i , � t, i �,' .. A 3/32' WING NUT ,,, � i ; �= 3/�$2* WING W,a
<br />11 I i � - f�Tvmm *I 5mmmmo) I, L i ! i S. / STUD) I I I At t4�MWIN _'� i L i -1 � � 'i I , I/ 0 0 a I/ " ai 2"i WOO(i "", "LL i � ,- FEMALE 10 Jr PANfLMAFE Pi
<br />111,101I I - ' 1,11 ___ I L I 1,021i REQUIRED � its , i 0 (MOW) , W/I 7/2, " i "' Pi � , i �� - I
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<br />` - A�E�&'t, "W"i % -_' IA,- � � � PENEIVAi k' WNWADTH [L � r � , L " - I , I REOW - 'I � ' , L , , - U -I' A 7/8- CALK -IN ANGIiORS SK - INTO CONCRETE, NO EMBEDMENT I
<br />'' -L!": �"AEILJ , mmi I I . __ 4-1 �e��_i I i i" ��
<br />01 PLATE .. " _ig,ir PLATE .1 - I- .1 � I I A2) MINIMUM EMBEDMENT OF 1/4 BE INTO
<br />I � - .- - - #14-10 RANELMATE PIA " - , i� ' i 1 114-10 �ANCAATE PLUS ,�� - � � � 11 . ALL 15 7/0
<br />� *000 PLATE I Ox 'I "Ar � :j 'r . 1-11 :1, ___ ____L__'____+' � i . AM FINISH MATERIAL SHALL BE PERMITTED.
<br />- - _____ ___� gi . PLATE - - "I - - AR 1'9;1 WY , ' L - � ! t - I , ,
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<br />RED RED INSTALLATION WALL MOUNTING IHSIA=ION ANN. THREADED , I• I � . 1/4- 0-20 SS SIDEWALK EiOL,TS USED SHALL BE LONG ENOUGH(SKOULD ANY FINISH MATERAL i To ENGAGE -
<br />HOUNDING
<br />PENEMION ' .L I I ANN. THREADED PDORKDON ' � 4E 3/4 041,010
<br />WALL M01i INMLLAMN Ai WOUNT11i MA"i AL ALTERM&M 78W AT MIDWIDTH OF PLATE I L AT MOMTH OF PLATE 1, k INTO ANCHORS
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<br />W 04 .' - " "' v PAN a MEMEL SCALE 3/9"-I" MQUtmuc Issw"Im _. rLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH 'FIAT NMI STRUCTURE BEHIND SUCH PANELS. ANCHORAGE . I �F ." %)CiElifi -r"
<br />EL OtIMMMINA, IRNAi It 14, ALTM 8 BE AS MEN IN All AND IN Al). ; , 1. f - ��
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<br />SCALE ,'5/8-.1 - SCALE a/8'.1' WA TIL "ll, 11"TREQUILAR PANEL ,,o�,�j?, Ili Ql?�N' A (0) 1D_JQQ5BSQ&A�L = *: - S
<br />" f . N0.44167 '- S
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<br />1. INSTALLATIONS ARE MY VALID FOR BUILDINGS WITH A,S.a DESIGN LOADS . ze...'s"Ise ,,. - ��- FLORIDA BUILDING CODE (High Velocity Hu come Zone : I - - 1/4 7 - L.
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<br />NO 44167 % 1 OTM I'vival. Ali rp� - '/A' 0 X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY OEWALT INC. (r_ISSU PLA'J') . .. . i4i F.P.
<br />' N= .- 20 GAGE GALVANIZED STEEL STORY PANEL �14 ' T ..�' 20 GAGE GALVANIZED STEEL STORM PANEL
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