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f a t E _zI - a .vim ii '+ i. 4-w 1.'L7 '>w=. .147,2_ .�f1 -c_ "-,, lL Y a' I1 � .I'tG1 L �i . ! 1■ •&'4 ¢ , . .G . i 1 # , ,y l,; 7.t.i , • 1 1 -P!, '• t`t":71 ''' (1';'. i 4:-!...-:..:-. ' • . r t" e QTi • t���..��> �"c! ?�'� °1I� >T1cr1_�:t.'l ?.P'I e= t- r�!(Yr.I��IT3� ?l�?r' te�r'ji,'r1G. 1 iN fkv9K rt t :.' t ,�: r ``; + r S ' fi r_ . - - ,42:1A _. I. f '\ , » »: : \ L Gr \ \2 ¥62i t 4CA& \mod\ & 1 i I s •?b NA, z.i • ?4i& -A% , • . 4 • , • . • - FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR LYRE LOAD (WI PSF MAX. (SEE NOTE 1) 2" EDGE DISTANCE 3" EDGE DISTANCE SPANS UP TO S' -0" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) SPANS UP TO 12 (SEE NOTE SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) SPANS OF TO 12' -0" (SEE NOTE 1) 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 CONNECTION 2 TYPE 3 4 5 HOLLOW CONCRETE BLOCK 1/4"0 t -1/4 A1111\11111111111 111111111 P > ITW TAPCON W/ MIN. EMBEOMENT 48.0 12.5 12.5 12.5 12,5 9 10 3 10 10 H1 1 7 ,/,/ 7 • m \ / ‘\ `•1 . 4 12 5 12.5 12.5 12.5 11 12 9 4 12 12 6 e° vt \'1..•*1 62.0 12.5 6 12.512.5 7 8 / 8 8 4 12.5 7 12.512.5 8 ,.: 9 9 72.0 12 4 12 12 6 7 6 3 ,/ / 77"7 ! / Lt m m • j 3 , .'•1‘ :3• 12.5 10 5 3 12.512.5 10 10 7 5 8 6;.. ' -' 8 4 i , „ t . ,„ \ 92.0 9 3 3 / : j / 9 � T, /,�` 9 J , //� 4 4 3 , 230.0 /7 3 1./j / /..// i r ' L \ 4 / ; , „ /; .,: jT /.!/ i.Tr , 4 . '�'T , -� -v 4 , / -iAr ®1 , u c.,,,„u,a= �` i ! t ''" "' "`�' 1/4 "0 ELCO HALE/ FEMALE "PANELHATE" W/ 1 -1/4 MIN. EM8EDMENT & 1/4 -20 MACHINE SCREW WITH NUT 4 8.0 12.5 12.5 12.5 12.5 11 12.5 5 12.512.5 7 11 11 11 4 12.5 12.5 12.5 12.5 12.512.5 5 12.5 12.5 11 m I k3 ts-• J 11 6 2.0 12.5 9 12.5 12.5 9 12 3 r /, �� 12 12 5 8 6 5 1 Ir1 12.5 10 12.5 12.5 10 12 3 12 12 8 7 I 72.0 12.5 7 12.5 12.5 7 I — I 4 7 4 3 12.5 7 12.5 12.5 9 10 8 5 3 /, ': : r ' � 10 t" ti \`. • t 92.0 12.5 5 '---- 4 7,--r-r-, ',. /, 12.5 /, i; : 12.5 . % / 6 8 L.\ 4 3 6 ■ .• . /, , , • • / •,', 12.5 •'•1 • 12.5 12.5 7 7'; , // 6 T- - .' / .. I 230.0 % / " 5 - ! , 5 j� !r • * NM 1/4'0 POWERS RAWL CALK - IN W/ 7/6'• EMBEDMENT !r1/4-20STAINLESS STEEL MACHINE SCREW 48.0 12.512.512.512.5 10 12.5 4 12.5 12 5 6 9 9 9 4 12.5 12.5 12.5 12.5 12.5 12.5 6 12.5 12.5 12 12 12 62.0 12.5 8 12.512.5 7 10 3 /tea 10 10 4 7 5 4 7 m \\ k r\ \‘ L . 12.5 10 7 12.5 1 12,5 11 12.5 3 12.51 a. I co I •.o I tn \ \INN L1 1 72.0 12.5 6 12.512.5 6 9 3 , � \ I 12.5 11 I "1 11 10 44.1 92.0 12 3 7;/;,1/2; 12 10 5 /. 7 4 5 •_ '71 - 12.5 4 •/ 1 r, „ H 9 / , 230.0 4 / \ • - / 48.0 12.5 12.5 12.5 12.5 9 10 3 10 10 tf r- LA I 4 rn 7 7 4 2.5 12.5 12.5 11 11 4 11 1.---fl j 6 2.0 12.5 6 12.5 12.5 7 8 /7 /7 8 8 • . . m K • \ \ I • 2.5 7 12.5 12.5 8 •' ' 9 ■ \ \ \ • k. \ \ 1.(1 [i „ .„.• L . r , 1■•••■•••■■•• rn m L \4 ‘ 1/4"0 RAWL NAIL MIN. POWERS ZAMAC -IN W/ 1 -1/8" EMBEDMENT 72.0 11 9 3 — 1 4 1 11 11 6 6 5 3 6 3 6 3 l , \0\\J 2.5 5 1 '; 92.0 ///7/7. 9 -/'' 9 X11 /j/ 5 //- 10 3 '' /,', 7 //' • KI±,j i . r / / - - I rn 230.0 ' .!r / / /% 77 1 • 3 , 7 ,7 / / ;• / 4 3 • • • L 1/4 DYNABOLT ANCHOR 48.0 12.5 12 12.5 12.5 7 6 8 6 3 , Tr / t 8 8 4 6 6 6 12.5 12.5 12.5 12.5 11 11 11 11 ` N s t N 1 m i l t 1 --.11 62.0 11 5 11 11 6 6 5 3 3 T , / / /- _ ', O.\ ,_!• .` 3 j, , , Z // 12.5 6 12.5 12.5 8 4 . 0 I ..t I frl N '12\7 4 fn L ITW RED HEAD SLEEVE W/1 -1/8" MIN. EMBED. 72.0 9 3 9 9 5 12 4 12 12 7 1 • • N wwom,• m L 92.0 /,/ .T i / 7 % /. 7 T Tr' / 4 r /r ////'' /Jr / / /l 'i /, r i/ . 9 3 j! 9 r r , 1 I VI m m • i< 230.0 3 ' �/ Z %"/ 3 1/4 EPDXY 5.5. MACHINE 2 48.0 12.5 12.5 12.5 12.5 12.5 12.5 10 12.512.512.5 6 12.5 12.5 12.5 9 6 10 8 12.5 12.5 12,5 12.5 12.J12.5 2.5 10 12.5 12.5 12.5 12.5 6 2.5 2.5 10 62.0 12.5 12.5 12.5 12.5 12.5 12.5 12.5 7 12.5 12.5 11 12.5 4 12.512.512.512.512.5'12.5 12.5 7 5 12_512.5 12.5125 11 12.5 -- 2 - . - 5 11 10 4 12.5 9 8 SCREW R001 ,Y -20 ITW EPCON ANCHOR W/ SCREW W/ MIN. EMBED. 72.0 12.5 12.5 12.5 12.5 12.5 5 12.512.5 `-' 9 12.5 11 - 10 `k\I 8 5 6 12.5 12.5 12 5 12.5 12.5 m 8 6 6 92.0 12.5 12.5 12.5 12.5 12.5 11 7 4 5 8 r ,'', 12.5 12.5 12.5 2.5 10 11 8 4444.4m... 5 5 - - . 4 230.0 10 k \ 4 4 5 10 4 -- 4 4 3 4 10 4 4 5 1 171 4 3 a 99 18:18 SEE PAGE 6 FOR ANCHOR NOTES APPROVED AS COMPtYrfO WEN THE SOUTH FLORIN BUILDINO COOE 1 DATE -!4U• SI E . 99 BY 4 PRODUCT CONTRA( DIVISION BUItD;NG CODE COMPLIANCE OFFICE ICCEPTANCE NO. _99( TdZ I I N W O oo of to • v1 i I< W od � u U : > > lv X Luz > W I3 6 . • a 4tx f, ; R 1, °i. • 21- - V.J. roam ( Pf.Of E V.A,MA L 6 199 Of/ 9111d ud• ottoj by 1 Mc) I d:.ia� by itacka1, sawing no. J 98 -218 1 1998 KNEZEVICH ASSOCIATES, FASTENER MAXIMUM SPACING ANCHOR SCHEDULE . DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE • ANCHOR Y /' LOAD (WI PSF MAX. (SEE NOTE 1) 2" EDGE DISTANCE 3' EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) S 5 UP TO ' -0" DOTE 1) 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3'1 4 5 1 CONNECTION 2 (P E 3 4 CONCRETE ileum 1/4 1 -1/4" (MIN. ))NNp1 1�Q�� "0 ITW TAPCON W/ MIN. EMBEDMENT 3.100 P.S.I. CONCRETE) 48.0 12.5 12.5 12.5 12.5 12 12.5 7 12.512.5 9 2.5 3 12,5 12.5 6 2 5 12.5 12.5 12.5 12.5 12.5 7 12.5 12.5 11 2.5 4 12 .512.5 62.0 12.5 12 12.512.5 12 12.5 4 12.5 12.5 7 10 /2 8 6 5 2.5 12.5 12.5 12.5 12.512.5 5 12..5 12 5 8 12 3 9 7 7 2.0 12.5 8 12.5 12.5 10 2.5 10 6 3 i �, A 12,5 12 5 ..' 6 4 3 9 fl ' 7 T 5 3 r • /, 4 1 4 3 2.5 2.5 9 5 12.5 12.512.5 12.5 12 . _ 12.5 .. 4 12.5 8 12.5 N 'O • 7 5 10 8 , 6 JH M l m 5 10 m�\ J 92.0 12.5 7 5 r j'% 12.5 3 12.5 / / 8 3 2 3 0.0 * ' ► �� "`" 1/4 "0 ELCO HALE/ FEMALE "PANELMATE W/ 1 - 1/4 MIN. EMBEDMENT & 1/4 - 20 MACHINE SCREW WITH NUT (MIN. 3.000 P.S.I. CONCRETE) 48.0 12.5 12.5 12.5 12.5 11 12.5 5 3 r-rj '; / c� / // 12.5 11 t 3 - /, r rr : ; 11 11 4 2.5 12,5 12.5 12.5 12.5 12.5 5 12.512.5 8 11 3 11 11 62.0 12.5 9 12.5 12.5 9 7 12 10 8 5 6 5 3 12.5 10 12.5 1_._ 12.5 12.5 j � 10 12 3 12 12 6 8 \\;.;• N. 1. \.1. • ( , \'l , 7 5 72.0 12.5 7 12.512.5 4 3 - -r- ,---, : ,/ ; ' r- //� 3 \.+.\ rn • 12 5 2.5 7 4 12.5 12.5 J/ 9 7 10 3 - ' ' ' - 10 9 5 7 3 �- . l \N '\ 92.0 12.5 4 - ! 12.5 12.5 6 8 4 6 N\\‘`' 230.0 5 Y,./,/././/,/„ � " 5 • ; i7 5 . / / 5 ., * ! � 1/4'0 POWERS -I RAWL CALK -IN W/ 7/B" EMBEDMENT b 1/4 STAINLESS STEEL MACHINE (Mud. 3.000 P.S.I. CONCRET77 SCREW 48.0 12.5 12.5 12.5 12.5 12. 12.5 11 12 5 10 6 12.512.5 7 2.5 12.5 12.5 12.5 12.5 12.5 12.5 ®12.512. i � 11 62.0 12.5 12.5 12.5 12.5 12. 12.5 '7 1 2.5 10 5 2.512.512.51 2.512.5 r I r 9 72.0 12.512.512,512.5 11 1 9 4 2.512.5 12.5 1 7 92.0 12.5 9 12.5 12.5 9 1 77- i/ 3 3 •/ 5 3 12.5 '1 12.5 1_._ . _._ 12.5 - ■ ' 3 12 12 6 5 2 3 0.0 11 ! 5 4 3 10 4 3 3 2.5 3 6 5 512.534 6 12 .5 12.5 5 Itn O� 12 9 NAIL (MIN. 4 8.0 12.5 12.5 12.5 12.512. 12.5 5 12.5 12 5 7 11 7 11 5 12.5 12.5 12.5 12.5 12.512.5 (11 - ) 6 2.0 12.5 10 12.5 12.5 10 12 3 12 6 8 4 TT 0-,:m1 5 4 12.5 11 12.5 12.5 12 12.5 4 12.5 12.5 7 5 1/4 POWERS RAWL 2AHAC - IN W/ 1 -1/8" MIN. EMBEDMENT 3.000 P.S.I. CONCRETE( '72.0 12.5 7 12.5 1 • 5 7 12.512.5 \I ts1 f 5 m N 12.5 8 12.5 12.5 10 12 12 11 2.5 CO s0 V3 N 92.0 12.5 4 '// 12.5 //: / 1 t 4II F J _ f tn • N 2.5 6 12.512.512.51 12.5 1 8 9 • 12.51 1 f � 77 '.5 Im p 230.0 48.0 5 12.512.512.512.512. / % / 5 12.5 '7 � 7 12.512.5 8 7/, 7'7' 7'7' / ! 3 2.512.5 6 9 I ` 12 [' 1/4'0 OYNABOLT ANCHOR (MIN. 1 m , A HEAD 62.0 12.5 12.5 12.5 12.5 10 12.5 4 12.5 12.5 6 9 43 4 fyl 2.5 ,12.5 12.5 12.5 1 2.512.5 6 12 5 12.5 12.5 3 11 ITW RED SLEEVE W/1 - 1/6" MIN. EMBED. 2,100 P.6.I CONCRETE) 7 2.0 12.5 9 12.5 12.5 12.5 11 . 12.5 12 5 6 11 12.5 12.5 12.5 12.5 4 12.5 1; I� 12 1 I N 9 2 0 12.5 5 ,/ J ,•� / 12.5 12.5 v �rl . CO ml r f \ ` .o i\ \ 7 - - 3 m �. 12.5 7 12.5 12,5 11 - 12.5 10 - 230.0 7 3 7 7 3 9 - 4 3 4 8- 3 3 t \� • 1 \\ e° d CO • 3 & 1/4 BOLT - /4' ( MIN 4 8.0 12.5 12.5 12,5 12.5 12. 12.5 10 12.5 10 6 12.5 12.5 2. 512. 512.5 12.5 12.5 12.5 12.5 12.5 12.5 12. 7 12.512.5 62.0 12.512.512.512.512.` 12.5 7 12.5 7 4 12.5 9 12.5 12.5 12.5 _ 12.5 - 12.5 12.5 12.512.512 1CO 12.5 -- 11 12 1/4 "0 POWERS BAWL DROP - 20 SIDEWALK 12/4 "0 HEAD/ MIN. EBEOM 2,000 P.S.I CONC 72.0 12.5 12.5 11 12.5 12.5 12.5 6 8 6 T--' 2.5 12,5 12 5 12.5 12.5 12.5 12.5 12.5 10 I � 8 W/ 92.0 12.5 10 ' m 12.512.5 8 11 _ 5 5 4 12.5 10 12.5 12.5 12.5 12.5 12.5 11 8 6 5 NT 230.0 4 4 3 10 . 4 3 • 4 3 2.5 3 6 S 5 12 S 4 J tn tom ,\ l \ A N 5 S 01/05/99 16:18 SEE PAGE 6 FOR ANCHOR NOTES APPROVED AS COMPLYING WFTH THE SOUTH FLORIDA BUILDING CODE DATE Af 8_ BY_ -40 PRODUCT CONT •1 DIVISION BUN DING CODE COMPLIANCE OFFICE CCLPTANCF NO 91-- /62/ 3 z V) f' w N F • - r LAC O o O € • r 2 O F > � w N w Z J LU wZ COX 0 N ( j C O_ i c FL Lk PE i • a R J • 0 P � h • d CC 7 t r w 1 J ( • N u1 f. t � a & a o ` o I _ • • W f : F 0 L ' 0 in 4 o • ._ 0 I 4 1 w J. ICN[ y PHOfESSIONA ER i9 I d t• vli)0i1e1 rfc d by II AIHOYt - 0) I NCI do lon by )(chocked bp( vac ji VAC,' drowinp no. 98-218 COPYRIGHT 19'98 KNEZEYICH L ASSOCIATES. INC. I FASTENER MAXIMUM ANCHOR SCHEDULE DESIGN LOADS AND SPANS SPACING (INCHES) REQUIRED FOR VARIOUS EXUST1NG STRUCTURE ANCHOR TYPE 3/4• EDGE DISTANCE LOAD (W) PSF SPANS UP TO 5' -O" (SEE NOTE 1) SPANS UP TO i" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) MAX. (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 OOOM LAG SCREW THREAD PARALLEL GRAIN) 4 8.0 12,5 12.5 12.5 12.5 12.512.5 11 12.5 12.5 9 12.5 6 12.512.5 6 ( -- 6 2.0 12.5 12.5 12.5 12.5 11 12.5 7 12.5 12.5 7 12.5 4 12.5 10 4 - 1/6 "0 WOOD W/ 1 - 3/4" PENETRATION (SHEAR TO 72.0 12.5 12.5 12.5 12.5 10 12.5 5 12.5 12.5 6 12.5 9 7 4 92.0 12.5 9 12.5 12.5 7 12.5 4 12 9 3 4 T ; %0 12 5 4 3 T ,,/ 230.0 11 7 / /,. 5 4 3 10 / j 4 10 4 3 - - -Enomm 48.0 12.5 12.5 12.5 12.5 12 12.5 11 12.5 12.5 7 12.5 6 12.5 12.5 8 miv. -• 6 2.0 12. .5 12.5 12.5 9 12.5 7 12.5 12.5 5 12.5 4 12.5 10 7 . 4 1/4'4 WOOD LAG SCREW W/ 1 - 3/4" 1 PENETRATION (SHEAR PARALLEL TO GRAIN) - 2.0 12.7 12.5 12,5 12.5 8 12.5 5 12.5 12.5 4 12.5 m:1 9 2.0 12.5 9 12.5 12.5 6 12.5 4 /-/-? 12 1 12.5 12 9 12 12 - \.7 - 7--, 10 12.5 ' ' / 7 5 230.0 11 - . 5 4 i'y 10 � 4 4 12.5 4 12.5 3 12.5 * ; . ; AM 1/4 "0 ELCO HALE/ FEMALE "PANELHATE" W/ 1 -1/0 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT 48.0 12.5 12.5 12.5 12.5 12.5(12.5 62.0 12.5 12.5 12.5 12.5 12.5 12.5 8 12.5 12.5 9 12.5 5 12.5 11 6 72.0 12.5 12.5 12.5 12.5 12.502.5 6 12.5 12.5 8 12.5 12.5 - J�ml 10 c i Ln l 5 92.0 12.5 10 12.5 12.5 10 12.5 4 12.5 10 6 6 4 4 230.0 12 5 4 4 12 /; 5 4 4 12 - I :- 5 4 * 5/16"0 WOOD W/ 7/8" AND EDGE a BRASS BUSHING EMBED. 3/4" MIN. DISTANCE 4 8.0 12.5 12.5 12.5 12.5 7 9 3 9 9 4 6, i' 1 j 6 6 %.;.j /1/ �; /, '/'. 3 62 12 5 12 12 5 7 / 7 7 3 5 4 72.0 10 10 10 4 6 5 ,/,-., 4 ;'J / ` ' ; . / i 92.0 m m 8 8 T. 3 1 /' � / 3 T //f �� / ' 3 r7 / , i , t /' / T // ., /i 230.0 i : 3 T ! ,// / 7 // ' .4 i / 3 ' �' 01/05/99 16:18 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 5 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOC ,ApOR WOOD FRAMING. REFERENCE ANCHOR SCH •ULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MINA WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. // i / .i . DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT, OR MACHINE SCREW APPROVED AS COMPLYINQ WfTN THE SOUTH FLORIDA BUILDING CODE DATE - ��'`�f �1 i9 BY _ f�,� I i7 l PRODUCE co(;MUL DIV!S■ON dUl(UifiG CODE COMPLIANCE OFFIOf 'CI70 NO Vt 162 1.D3 esmormaransi 4 U N z FL Litt it o PE 00 y9 " 1 V J. KNMZL PROfESEIONAL ER 6 199, OtrItns its t drawn by At NOfl dulan b, chtcktd byE VJN VAK drawing n• . 98 -218 ASSOCIATES, INC. ASSOCIATES. INC. (3051 883 NEGATIVE . DESIGN LOAQ w r, (PSF) TYPE I TYPE II TYPE III TYPE IV FOR MOUNTING CONDITIONS W/ "h" OR "U" HEADERS & SILLS USING STUDS, .BOLTS OR DIRECT MOUNT (a 6" O.C. BOLTS OR BAR REQ'0. AT HIOSPAN OVERLAPS FOR MOUNTING CONDITIONS W/ HEADERS & SILLS USING STUDS, BOLTS OR DIRECT MOUNT MOUNT (d1 6" O.C. BOLTS OR BAR REQ'0. AT HIOSPAN OVERLAPS FOR MOUNTING CONDITIONS W/ "h" OR "U" HEADERS & SILLS USING STUDS, BOLTS OR DIRECT MOUNT (la 12" O.C. NO 8OLTS OR BAR REQ•D. AT HIOSPAN OVERLAPS FOR MOUNTING CONDITIONS W/ HEADERS & SILLS USING STUDS, BOLTS OR DIRECT MOUNT MOUNT ® 12" 0.C. NO BOLTS OR BAR REQ'0. AT HIOSPAN OVERLAPS L max. (FT -IN) L max. (FT -IN) L max. (FT -IN) L max. (FT -IN) 40.0 6 -3 12 - 8 - 3 11 - 6 45.0 a - 12 -0 9 - 3 10 13 50.0 8- 8 11 - 9 8- 3 13 - 3 55.0 3- 3 11 - 2 8- 3 ) - 9 60.0 5 -3 10 -9 8 -3 ) -4 62.0 3 -8 10 - 6 8 - B 9 - 65.0 8 - 3 10 - 4 8 - 9 3 - 0 70.0 B - 6 9 -11 8 -3 3 -8 72.0 8 -L 3 -9 3 - 7 3 - 7 75.0 3 - 0 9 - 7 8 - 4 _ 3 -L- 80.0 7- 5 9- 3 3 -' 3 1 90.0 6 -3 0 -9 7- 2 7 - 3 100.0 6 - 8 - 6 - 6 7 - 3 110.0 5 -6 7 -11 5 - '0 6 -11 120.0 5 -0 ' -7 5 -5 3 -7 130.0 . -7 "7 - 5 - ') ! 6 - 4 140.0 4 -3 7 - 0 4 - 7 6 -1 150.0 .- 0 6 - 9 4- 3 5- 1: 160.0 3 -9 6 -7 4 -0 5 - 9 170.0 3 -6 6 - 3 - 9 5 - 7 180.0 3 - 1 _ 6 -2 3- . 5 -5 190.0 3- 2 6- 0 3- 5 5- 3 200.0 3- 0 5 - 10 3- 3 v- 11 210.0 2- 10 5 -9 3 . -9 220.0 -- 9 5- 7 2 -' 1 4 - 6 230.0 2 -7 5 - 4 2 - 9 . - 4 POSITIVE DESIGN LOAD W (PSF) ACTUAL SHUTTER SPAN (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) BAR NO BAR NO BAR 40.0 -- 50.0 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -1/2 12 - 0 5 - 0 - -- N/A 3 -1/4 2 -1/2 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -5/3 11 - 9 • • N/A 3 -1/4 2 -3/4 60.0 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -5/8 10 - 9 N/A 3 -1/4 2 -1/2 '70.0 . 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -3/4 9 - 11 _. N/A 3-1 - T- • 1/2 2 -1/4 2-1/4_ _ -� 1 -1/4 -- 80.0 5 - 0 2 8- 5 2 2 -1/2 1 -7/8 9 - 3 N/A 3 -1/4 2 -1/8 90.0 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -3/8 8 - 9 N/A 3 -1/4 100.0 6- 0 2 2 -1/2 1 -3/8 _ . _ 8_ 3....-- - 4 - 0 - -2••-- -• 2 2 -1/2 2 - - 110.0 ________ . - 2-1/2 - - -._ - - 1 -1/4 6- 0 2 2 -1/2 1 -3/8 7 - 11 2 2 -1/2 1 -7/8 120.0 4- 0 2 2 -1/2 1 -1/4 6- 0 2 2 -1/2 1 -3/8 7- 7 2 2 -1/2 1 -7/3 ni /na/ca Ia.17 TABLE 1 - STORM PANEL(1)& SCHEDULE NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM PANEL LENGTH. 2. REFERENCE APPROPRIATE COLUMN IN STORM PANEL SCHEDULE BASED ON MOUNTING CONDITIONS IN FIELD. 3. SEE NOTE No. 12 ON PAGE 1 OF 8. TABLE 2 - MIN. STORM PANEL SEPARATION FROM GLASS SCHEDULE NOTES: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM SEPARATION FRON GLASS. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT, - HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE PANEL LENGTH. 3. " N/A " DESIGNATES NOT APPLICABLE - MUST MEET "NO BAR" REQUIREMENTS. APPROVED AS COMPIflNQ WFTN THE SOUTH FLORIDA BUILDING WOE If 49 8Y_ PRODUCT CON L DIVIS:ON BUILDING COOS COMPLRNCE OFFICE *CCEPIAkCE NO. _ 7p? eamommirsos 0 .1. R 3 A 61 H t u 0 N 4 x W 2 0 1- 0 u VJ. KN[ PROFESSION ER FL Lie . Hoy PE 3 o•, . i11 1 ..1 �fdr.rn �t l A%NOt O ( MCJ Ida by ' ck.ck.d bN v1 ¥I( dr .rinp n. 1 98 -218 J .n..1i. .f © 2' x 2" x .12S" ALUM. STUO ANGLE 1/4 -20 HAS_HOIE BOLT L WING JT IV OR WASHERED NUT ( el 6' O.C. FOR TYPE II ANO 12. O.C. FOR TYPE III L TYPE IV — ' EMS / EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 2" x 2" x 0SS" 6061-T6 CONT. ALUM. TUBE - /EXISTING CONCRETE. HOLLOW BLOCK 011 W000 FRAMING (SEE ANCHOR SCHEDULE BASED OH, TYPE OF STRUCTUiFt) n1 fag. 70 Ia. NOTE. THIS OETAII MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD a 72 PSF) EDGE MOUNT DETAIL SCALE 3" x 1 Q1 THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD a 72 PSFI — 5/16" • POWERS RAWL CALK -IN 0 6" O C. W/ r MIN (HOED. INTO CONC. 011 HOLLOW BLOCK W/ 5/16 -18 MACHINE SCREW `--(13: 2" x 5" x 1/3• CONT. ANGLE 6061 -T6 ALUM. W/ 1/4'• STUD p 12" 0.C. (4)2 "■2 "x.125" STUO0E0 ANGLE 1/4 -20 MACHINE SCREW 0 6' 0.C. 1/4"• POWERS RAWL CALK -IN W/ 7/6" MIN. EMBED. IN CONC. OR HOLLOW BLOCK 0 6" O.C. 0 2 x 2" ALUM. TUBE BUILD -OUT SCALE )" • 1 -0" 2 1/2" MINT G 1 /4'i POWERS RAWL CALK -IN W/ 7/1• MIN. EHOE0. L P 11" 0.C. IN CONC. OR 0 7" 0.C. IN HOLLOW BLOCK WITH 1/4 -20 MACHINE SCREW 1/4'v MACHINE BOLT] P 12" O.C. 2" • 2" • .125" STUDDED ANGLE 1/4 -20 MACHINE BOLT L WING.` J p/ OR WASNEREO NUT LDa] p 6' 0.C. FOR TYPE TYRAND 0 12"0C. FOR TYPE III L TYPE n/ 2" • S" 6063 -T6 ANGLE EXISTING CONCRETE, _-/ HOLLOW OIOCK OR W000 FRAH•U (SEE ANCHOR SCHEDULE BASED ON TYPE of 5TRUCTURE) 1/4' MAX. (MAX. DESIGN LOAD • 72 PSF) ANGLE TO I'U'• HEADER O BUILD -OUT S SCALE : 3" • 1*-0" 1/4 -20 MA�HINE BOLT L WINCH T 0 OR WASHEREO NUT 6' 0.C. FOR TYPE 1I AND 0 11" 0 C. FOR TYPE III L TYPE IV TWO - S /16 "40 POWERS RAWL CALK -IN 0 3 /3' O.C. W/ 1' MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4' MIN. EDGE OIST. W/ 5/16 -18 MACHINE SCREW J EMBED. (02" x 2 .1I5" STUDDED ANGLE • TWO -2' *5'x1/3" 6063 -16 ALIIM. ANGLE C rx2"•1/6' STUDOEO ANGLE - - -1 SCALE : )" • 1' -0" \- 2 /4"x0' -6" 6063 -T6 A ANGLE (TYP. TOP L BOTTOM) It DIE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL (MAX. DESIGN LOAD • 72 PSFI (MAX. DESIGN LOAD • 72 PSF) ASSEMBLY MOUNT 2: 1- 3 2 W 4 J J 2 & 012 5115 E O 12" O.C. TWO- 1/4 -20 MACHINE SCREWS ALT. LEG O.RECTI0N STORM PANEL SUPPORT BEAM ® SCALE )' • 1' -0• 1/4 -20 MACHINE SCREW STUO W/ WINO NUT 0 6" 0.C. TO PANEL ANGLE CONNECTION STUDDED STORM PANEL - 1/4 -20 MACHINE SCREW STUD W/ NUT 0 6" O.C. ANGLE TO ANGLE CONNECTION - THREE -1/4"• POWERS RAWL{ CALK -IN asf 4' 0C. W/ 7/8' I 1118 . EMBED 1N CONC. W/ 1/4 -20 MACHINE SCREW 1. - 2" • 7 "x 1' -1" MAX. Tf•01)•, Tw•0.05S" 6063 -T6 ALUM. LAP BEAM 1/4 "• THRU BOLT 0 I2' 0 C. ANGLE TO ANGLE CONNECTION 1/4"• POWERS RAWL CALK -IN P ■ 11 O.C. W/ 7/3' MIN. EMBED. INTO CONCRETE W/ 1/4 -20 MACHINE SCREW, m Y— .\ 2 alslx 1/6" 6063 -16 ANGLE iA 2 ✓ 2 J 4 2 6. K E 1 -vr nw. SZ INTERIOR FASTENING ANGLE ASSEMBLY SCALE. 1 -1/2" • Y -0" STORM PANEL INTERIOR FASTENING DETAIL (USE WITH DETAIL QT 1 O U SCALE N.T.S. NOTE. TH15 DETAIL HAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD • 12 PSF) SCALE . 3• • 1' -0• BY _ )/1 "46 HOLE FOR FASTENING PANEL 2" • 2" ALUM. STUO ANGLE r 1) 2'x2 "x.125' STUDDED ANGLE (12"•2"• 125" STUO ANGLE J PUNCH HOLESiN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL ANO FASTEN WINGNUTS FROM THE INSIDE - 1/4 -20 MACHINE SCREW STUD W/ NUT 31 6" 0.C. r TWO -1/4'• OROP -IN / ANCHOR 4 7" 0 C. W/ r M.N. E16E0. IN CONC INTERIOR FASTENING ANGLE ASSEMBLY SCALE. 1 -1/2• • Y -O L_ 1/4 -20 MACHINE BOLT L WINGN T OR WASHERED NUT 6 0.C. FOR TYPE 11ANOp12'0.C. FOR TYPE III L TYPE IV APPROVED AS COMPLYING WITH TIE SOUTH FLORIDA BUILDING CODE DATE 19 PRODUCT CON 1�OL DIVISION DUI(DING CODE COMPLIANCE OfFIC ICC(Ff "�'rl Ilfill 90 p — 0, FI STORM PANEL BUILD -OUT EU J - � w W w , ^ ^ 2 cc v/LL O N N C O Y 1 N 8 EfilagAlllipliteni VJ,KNII P ROFESS • L E • SEER FL L n No PE !d 0 ;3 98 -218 AN 6 193S (data J 6106/10 dawn by •6 NO MC Idaal /n by 1 ckacka• by Vitt) V1K1 r dr arin/ no. anaaF al GLASS OR 000A - ©CONT. (TYP. TOP & BOTTOM- EXISTING CONCRETE, HOLLOW BLOCK OR 64000 FRAMING (SEE ANCHOR SCHEDU E BASSO ON TYPE OF STRUCTURE) / O CONT. 4" x 250" ALUM. PLATE OVER WOOD MEMBERS FROM GLASS SCHEO. (SHEET S OF 11 ® cote. . 1/4 -20 MACHINE BOLT 1. NUT • 12" 0.C. EHSED SEE MIN. SEPARATION 1 THREE 1/4'0 W000 LAG SCREWS W/ 2 -1/4" MIN. EMBED. p 24" O.C. MAX. , FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION "TYPE 4• \--1/4-20 MAHINE BOLT L WINGIJT I OR WASHER ED NUT S 6' 0.C. FOR TYPE II ANO • 12' O C FOR TYPE 11 L TYPE I`/ . SIDE CLOSURE RE0'0. ISLE PLAN VIEW) NOTES. - THIS DETAIL MAY OE USED AT TOP OR BOTTOM OP PANELS. - HEADERS'? & T CANNOT OE USED N COMBNATl6N WI THIS DETAIL. ALT. BUILD -OUT MOUNT SECTION SCALE . 3" x V -0" 1 -1/2" SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET S OF 11 tit I (MAX. DESIGN LOAD . 72 PSF) 09 O SOFFIT CONNECTION DETAIL SCALE . 3" • 1' -0" 1114 SHS BETWEEN TRUSSES (Q 12 O.0 ©2 x2 "x.125" ALUM. STUO ANGLE 1 -1/2" 14000 ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO PANEL i - STUCCO FINISH OR PLYWOOD SOFFIT 1/4'• MAX SEE MIN. SEPARATION FROM GLASS SCHEDULE - ISHEET S OF 11 i / N F EMBED. TYPT I EXISTING CONCRETE. --• HOLLOW BLOCK 4/ j OR W000 FRAMING (SEE ANCHOR SCHEDULE/ „,/ BASED ON TYPE OF STRUCTURE) t/ / I/ - ., /. ;- L NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WALL MOUNT DETAIL SCALE : 3" • 1' -0' SEE MIN. SEPARATION FROM GLASS SCHEOLLE 1SHEET S OF 0) GLASS OR DOOR EXISTING CONCRETE \ HOLLOW BLOCK \ OR W000 MEANING ANCHOR SCHEDULE BASED ON TYPE OP STRUCTURE) (MAX. DESIGN LOAD . 72 PSF) © 2'x2' 1/4 -20 MA ; ,,, HI.NE BOLT L WINGN4.T O R WASHERED NUT 0 6' O.C. FOR TYPE 0ANO012 "O.C. f0R TYPE 11 L TYPE IV �-- 3/1." PLYWOOD 2" x 1." x 1 /1" CONT ALUM. TUBE (6063 -T6) O N "PASS TNRU" DETAIL SCALE • 3" • 1' -0" /4"• POWERS RAWL CALK -IN • 12" O.C. WITH 7/0" MW. ENO. W CONC. OR / /FMB HOLLOW BLOCK OR 1/4 - 0 LAO SCREW • 24" 0.C. W/ t -1/2' MIN. (HO. IN 5.'000 W000 SHALL BE OF SPECIFIC GRAVITY 'G' OF 0 S OR GREATER 1/2"• TNRU BOLT • 12' O.0 FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE Y 1/4 -20 HA HINE BOLT & WING T OR WASHERED NUT 6' 0.C. F011 TYPE 0 ANO • 12' O.C. FOR TYPE 11 L TYPE IV EXISTING CONCRETE, HOLLOW BLOCK OR SW000 FRAMING WE ANCHOR SCHEDULE BASSO ON TYPE OF STRUCTURE) O ® x 1 /0" CONT. ALUM.. ANGLE 6063 -T6 N • I- CI z J W z < <, - - MAX. 1 /0" TILE FINISH MATERIAL 1/4'• POWERS RAWL CALL' -IN • 1 0.C. WITH 7/0" 111N. EMI, IN C0 C, OR HOLLOW BLOCK OR 1/4"0 LAG SCREW Q 12" 0.C. W/ 1 -1/2' 111N. EMI. IN W000. W000 SHALL BE CIF SPECIFIC GRAVITY "0" OP 0.55 OR GREATER — ' N' of 1/4 -20 MAHINE DOLT & WINGN(j ; O R WASHERED NUT 1 6'0 C. FOR TYPE 1ANO•12'OC. FOR TYPE III & TYPE IV 00 — CI 2" x 2" x 125" ALUM. STUD ANGLE — 1 SEE 811. SEPARATION FROM GLASS SCHEDULE (SHEET S Of e) TWO -3/16" ALUM./ POP RIVETS • 12" O.C. co SCALE: 3" x 1' -0" NOTE: PANEL LENGTH SHALL BE LIMITED TO TABLE 1 TYPE 1 I z 0 0 z J J u z EXISTING CONCRETE --. 1 to 'S PER HOLE 6" 0 C. STENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 3• O ALT. WALL MOUNT W/ SPRING CLIP (SILL ONL() 1/4'• POWERS RAWL CALK -IN • S -3/4" 0.C. W/ 7/0" MIN. EM8. IN CONC, W/ 1/4 -20 MACHINE SCREW NOIE, THIS DETAIL MAY BE USED AT TOP OR BOTTOM OP PANEL. (MAX. DESIGN LOAO t 72 PSF) EDGE MOUNT DETAIL SCALE . 3•' • 1' -0" CORNER DETAIL O SCALE • 3" x 1' -0" r x5"x x1/6 OR 2' x S` x I/O" 6063 3 -16 ALUM. ANGLE OS 2 "x3 "x1/6 "TO 2" x 5' x 1/6" 6063 -76 ALUM. ANGLE 14/ 1/4'• STUO • 12" 0.C. 1/4 -20 S.S. BOLT L WINGNUT • PANEL MIOSPA11 OR p S1' O.C. MAX. (TYP) MIN. 2' x 2" x .125" CONT. 6063 -16 AL ALLOY OR 16 GAGE GALV. STEEL ANGLE APPROVED AS SOUTH FLORIDA DATE BY PRODUCT CON 8U1 DING CODE ;CCEPTANCF NO. GO STORM PANEL— COMPLYING WTTT{ TIE BUILDING CODE I/ 01 DIVISION COMPLIANCE OFFICE 00 STORM PANEL { U z 10 W Q u U 0 O 1. In t • y •(f 2 = 0 U F > N W O N W z 9- 0 FL, Li< PE 00 •9 arrammemoi k W 0 ppt Nn. O O 1=I 1 0 0 X < x_ 1- z tx } 0 u 3 • 2TK X ° • t I " : R 4 > o r S o L. ITrimrevularii r VJ, KN[ZLV1C$ IFROfESSIONAL 26 ER 6 N G 199_ 06 /20/1. I .ul• — 1 a..w� bf A6 NOTED d.810Aby cha6 vac . 1 vac drawing no 98 -218 EXISTING CONCRETE. — HOLLOW 61.0CK OR W000 FRAMING (SCE ANCHOR SCHEDULE BASSO ON TYPE OF STRUCTUREI SEE MIN. SEPARATION F ROM GLASS SCHEDULE (SHEET SOP 61 GLASS OR DOOR —+ Nr— EXISTING CONCRETE~ HOLLOW BLOCK OR W000 FRAMING ISE! ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE/ OR DOOR —41 GLASS SEE HIN. SEPARATION FROM GLASS SCHEDULE (SHEET S OP 6) EMBED TV P ANGLE TO WALL DETAIL EMBED. (TYP.) O WALL MOUNT SECTION SCALE : 3" • V -0 $, W000 FRAMING — FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' / r O FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 1• W000 FRAMING FASTENER. SEE ANCHOR SCNEWLE, REFERENCE CONNECTION 'TYPE 2• O ANGLE 10 WALL DETAIL ONT. ©CON T. FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 1• O D WALL MOUNT SECTION SCALE 3" • 1' -0 1/4" MAX. 6 • W n u Z ow J W J Z 4 L n Z Q 4 O L N N 1/4 - 20 NA HINE BOLT 1 WINGN T 1 OR WASHERED NUT B 6 0.C. FOR TYPE R AND a 12' 0.C. FOR TYPE III & TYPE IV PANEL TO ANGLE DETAIL 1/4' MAX. 4 6. 20 HA HWE BoLT 1 WINGt T 1 OR WASHERED NUT 0 6' O.C. FOR TYPE 1 AND 0 12" 0.C. FOR TYPE IN 1 TYPE IV PANEL TO ANGLE DETAIL SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET S OF 11 GLASS OR DOOR -- SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET 5 OP 1) Z / I ./ FASTENER, S[[ ANCHOR XIS TING CONCRETE, ORLLOW BLOCK SCHEDULE. REFERENCE 1' EDGE GIST. ' OR W000 FRAMING CONNECTION 'TYPE S" ISEE ANCHOR SCHEDULE 1 BASED ON TYPE OF - 1- T STRUCTURE) I/4' MAX CMBEO. EMBCO. ITYP.1 GLASS OR DOOR —" ©CONT. r 1 IiQ=E: THIS DETAL MAY BE USE0 AT TOP OR BOTTOM OF PANELS. NOTE. USE Of THIS DETAL IS LIMITED TO a 12 PSc. WALL MOUNT SECTION O SCALE 3^ • (' -0" 0 EDGE DIET. I/ "• • I -3/4' S.S. LAG 0 12' 0.C. W/ ( -L PENETRATION INTO W000 2- t/4'0•4- 1/2" >.3. LAG SCREW 0 24 0.C. MAX. W/ 1 -3/4' PENEILATI0H IN CENTER OF STUCS 1' • 6" P.T. W000 CONT. 1/4 -20 MA(FNNE BOLT & WINGN T / OR WASHEREO NUT 1 a 6" 0.C. FOR TYPE / ANO Q1 12' 0.C. FOR TYPE 611 TYPE IV © CEILING/INSIDE MOUNT SECTION SCALE . 3" • 1' -0" STRUCTURE FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE S• �F EXIS TING EXISTING STRUCTURE EXISTING CONCRETE EMBED. i If HOLLOW BLOCK (TYP.) OA W000 FRAMNG ISEE ANCHOR SCHEDULES �� ;; BASED ON TYPE OF 1-. / {' STRUCTURE) / / /. ./ GLASS OR DOOR 1/4 -20 MA I1INE BOLT L WINGNJ�T 6 OR WASHEREO NUT [6y • 6' 0.C. F OR TYPE N AND 0 12' 0. C FOR TYPE 11 1 TYPE IV SEE MIN. SEPARATION FROM GLASS SCHEDULE (SWEET S OF 81 EXISTINO CONCRETE, (TYP HOLLOW BLOCK — OR W000 F AMINO (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) H 0 a 81 3 u 0 W GLASS OR 000R — 0 0 W O WALL MOUNT SECTION F (DIRECT MOUNT) SCALE 3' • t' -0' -,„H• SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET 5 OF 8) ©CONT. s °CONT. (TYP. TOP & BOTTOM N / — FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 3. . I--- FA STENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 4' EXIST NO CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OP STRUCTURE) 1/4 -20 MACHINE BOLT 1 NUT 0 12' 0.1. STAGGERED ITYP, TOP & BOTTOM) • SCE CLOSURE RE0'O. (SEE PLAN VIEWI FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1• TYP. TOP 1 BOTTOM. USE REMOVABLE FASTENERS a 6 - 0.C. MAX. FOR TYPE 1 & II OR P 12" 0.G MAX. FOR TYPE 01100 NOT USE WHERE ANCHOR SCHEDULE SPACING IS LESS THAN 6" 0.C.1 Z 1 W J 1 4 n X 4 © BUILD -OUT MOUNT SECTION SCALE . 3" • 1' -0" APPROVED M COMPLYING WITH THE SOUTH FLORIDA BUILDING COOE DAT 1i 199 BY _ PRODUCT CON1 DIVISION BUILDING COOE COMPLikiCE OffICE ACCEPTMNCf No. ..4t:.1 03 1/4' MAX 3 tit W J 1 4 1 - La N N 4 1/4 - 20 MACHINE BOLT L. WINGNSL 1 OR NASFIERE() NUT !1 6" 0 C. FOR TYPE TTTT111S 11 AND 0 12 0.C FOR TYPE (11 & TYPE IV J w J W Z Na CC Q` occ O° N _ c a 4 N c N • • R °_�_ L ▪ • ^ V J KNIYI ( PROFESSION 1yF EER FL lc ' J�No P PE v�'•3 d rawn by A& NOTt0A NC Iduign by 1 ch.ck.d b VAC v1X yawing no. 08-218 r w J < 1-- N I 1- W J J W 2 t 0. X t I 6 TYPT WIDTH UNLIMITED IPERP. TO PANEL SPAN) SECTION P - OVERLAP FASTENERS L OPTIONAL BAR ISEE PLAN VIEW & NOTES e & 9) TYPICAL ELEVATION - TYPE I FULL PANEL TOP MOUNT PLAN VIEW BOTTOM MOUNT PRODUCT MARKING LOCATION 1 STORM PANEL SCALE : 3" ■ 1' -0" 0 0 GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORHEO FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS ANO OTHER STRUCTURES ". 3. STORM PANELS SHALL BE 20 GAUGE STEEL (t • .0351 CONFORMING TO ASTM A653, SQ. GRADE 50. G60 GALVANIZED COATING. EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM, U.0.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE HARKING PER PANEL ANO SHALL BE PERMANENTLY LABELED AS FOLLOWS: HURST AWNING CO., INC. MIAMI, R. DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI OR APPROVED COATED HARDWARE. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 7. TOP L BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS HAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. FOR TYPE I & TYPE II PANELS, AN OPTIONAL r x 1" x 16 GA STEEL BAR MAY BE USED TO CONTROL DEFLECTION Of STORM PANEL SYSTEM ON INSTALLATIONS BELOW 30' ABOVE GRADE. PROVIDED THAT THE PANEL SPANS USED ARE 101" OR LESS. AND THAT THE SEPARATION FROM GLASS IS 2" OR MORE BUT LESS THAN 2.5 ". 9. TYPE I L II PANELS SHALL BE FASTENED AT MIOSPAN W/ 1/4 -20 x r BOLTS WITH DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS). FOR PANEL SPANS LESS THAN 40", MIOSPAN FASTENERS ARE NOT REQUIRED. TYPE I L 1) PANELS UTILIZING A STEEL BAR SHALL BE FASTENED AT OVERLAPS AT MIOSPAN TO A 1' x 1" x 16 GAUGE STEEL BAR USING 1/4 -20 x 3 -1/2" BOLTS WITH DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS). FOR TYPE 111 L IV PANELS, FASTENERS AT PANEL NIDSPAN ARE NOT REQUIRED. 10. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201.202. AND 203. DESIGN 16 BASED ON HURRICANE ENGINEERING & TESTING (11ETI) REPORT No. 544 -312c, No. 54 -317b. No. 06-401b. ANO CONSTRUCTION AND TESTING CORP. (CTC) REPORT No. 06-021, 06031. 96-006R ANO 06 -044. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ANO OR BARS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. 12. WHEN PANEL Is IS USED, 5 - 1/4" AND 12 - 1/2" 0 C. SHALL BE USED IN ALL DETAILS IN THESE ORA IN LIEU OF 6" ANO 12" BUT FASTENER SPACING SHALL NOT EXCEED THAT SHOWN IN ANCHOR SCHEDULE ON PAGES 6 ,1 L 0. 6 ' TYPICAL ELEVATION - TYPE II HALF PANEL ONE HALF PANEL PER OPENING HAY BE USED AS REQUIRED TO COVER OPENING. 00 8a 1 YP NOTE: WASHERED NUT EXISTING STRUCTURE WIOTH UNLIMITED IPERP. TO PANEL SPAN) SECTION OVERLAP FASTENERS 1 OPTIONAL BAA SEE PLAN VIEW & NOTES B L 9) ANGLE SCALE 3" • 1' - 0" .430 ACROSS FLATS I -t WASHERED NUT SCALE : HALF SIZE MUST BE PLACED OVER NARROW PORTION OF KEYHOLE SLOT 1" TOP MOUNT PLAN VIEW 8011011 MOUNT OVERLAP FASTENERS / \\\___ TYP. ISEE NOTE 0 61-- ALUM. ANOLE CLOSURE PIECE 1" x 3' x .055' MIN. TO 2' x 5" x .055 MAX. TYP, .12S TYP. 2.00 O ANGLE SCALE : 3" • 1' -0" 2 1E16 44. 1 2 ITYP) (NO BOLTS REQUIRED TO NOLO PANEL SEAMS TO :ETHER FOR THIS MOUNTING CONDITION.) TYPICAL ELEVATION TYPE III O STEEL BAR SCALE : 3" - r -0" - 1 /4 MAX. r7/ � 1/4' MAX. f - FASTENER • 12" 0.C. F DESIGN LOADS LESS THAN OR EQUAL TO 140 P.S.F. L p 6' O.C. FOR DESIGN LOADS GREATER THAN 140 P S.F. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) WIOTH UNLIMITED (PERP. TO PANEL SPAN) SECTION � ti 12.500" COVERAGE 13.110' 14.250" FULL PANEL STORM PANEL SCALE : 3" • 1' -0" SEE GENERAL NOTE 0112 SHEET 1 OF 8 1/4 -20 x 3/4" MACHINE SCREW S TUD PUNCIKO INTO ANGLE (SEE DETAILS FOR SPACING) .125 TYP. 4 O STUDDED ANGLE SCALE: 3' • Y -0" .045' 4 w 4 i 3 310" 10 SPRING LOCKING CLIP (1" WIDE) SCALE 3" • P•0• SCALE: 1 -1/2" • 1' -0" t�-- TOP MOUNT BOTTOM MOUNT r PRODUCT M ' LOCATION PLAN VIEW 9 EE TYPICAL ELEVATION TYP (OPTIONAL) 1 EXIST NG L NOTE IL STRUCTURE .090 PLAN VIEW / CLOSURE DETAILS 11 • (TYP) ALT. LEG J 2.000 DIRECTION i "F," TRACK O SCALE : 3" • 1' -0" 2.940 1/2"1 OVERLAP WIOTH UNLIM11E0 IPERP. TO PANEL SPAN) r O "h "HEADER SCALE : 3' • 1 * -0" .168 .313 T .469 0i 00� 1 I 0 )IS" .062 °r R .1e1" - ' ' '�s T ALUM. ANGLE CLOSURE PIECE: 1" x 2' x .12S" MW. TO 2 x S" x .125" MAX. 1 -1/2" MIN. SECTION HORIZONTAL LEG OPTIONAL EXISTING STRUCTURE I TOP MOUNt PLAN VIEW r 2' / ITYP) L BOTTOM MOUNT (NO BOLTS REQUIRED TO MOLD PANEL SEAMS TOGETHER FOR THIS MOUNTING CONDITION) TYPICAL ELEVATION - TYPE IV 6 O "U" HEADER SCALE 13" • 1' -0" . �Ul DIVIS ON 1.230" i o '' ° ee 25 (ZAMAC 3 ALLOY) WASHERED WINGNUT SCALE :HALF SIZE APPROVED AS COMPLYING WITH T1 SOUTH FLO IDA BUILDING CODE DATE 41 19 �. BY (WITH 114" x 1 -5 0 ODUCT CON FASTENER O 12' 0.C. FOR DESIGN LOADS LESS THAN OA EQUAL TO 140 P.S.F. L its 6" 0.C. FOR DESIGN LOADS GREATER THAN 140 P.S.F. (SEE ANCHOR SCHEDULE f0R ANY ACCEPTABLE ANCHOR.) V z Tn W 1- U 0 N Tn b 2 0 W N LU z 41 0 m M 0 • W vi <P.! E K W M N < O ' N at O. M 0 0 0 4 J 111LU Z N a a 0 N� N C SILL TRACK SLOT a 6 0.C.1 SCALE : 3 • V_0- , NuiLDING CODE COMPL;ANCE - ACCEPTANCE N0. ! g /�" f' CP3 VJ. K PROFESS ' Al E ER FL PE data 0- 0 N a AS NOTIO daal0n by VA n e Noy 83 drawing rte. I 08-218 11 6 199 19/36/ 16 drawn by C baba b VM ►nul o f. t/ J - row -ri Yr_ ‘ 1 / 1 i 1< -, , OCA‘V i fRo oN'i o e c , v .1- sVoe ._ 1 X)0 111 6titu. crm sToE IVA L. 3 Gnu_ 1( ett' i\(\ I cop() r 6 k . chvottp„, Act) 'V c s--\ CANtl.:06 UNIT CA L ERNA t 1-r/ 1190 N i eAt SCALE: DATE. APPROVED BY: D RA WN BYT0 s REVISED coo 6, 1.5 11-11 Ave PArivTON L s 303a. DRAWING NUMBER 3� PP /3.70• /Goy N Yrll \ AI - 11) \\ 11111)1 111, \11 :NA1 1IN1: AN11 1111. 01111.tNA1. N.\ 11t.1) 1.1:A 1. 01 1 1.(1141 DA 1 1t 1.n\/,11 \ 1 VON ANU M rrI4 1 r o J en U u eo ~r y P rti L /i. Qcc m w IVO y 4 , a: tr !!_ `.. , ja _> I 7C I a + f ,,,, -J ~4 Jam. 1 Be'T `�• .- /I © 1 ,� / / L ,y /3 . 6 / 1 1Q p. /. //. �q Ur��) Z 9.o - e 6 9.6? /O• tJ l3. ZS 0 (� 47,475 - ti 0 / / ( / r �rr7GG – /5 .0' c — 1-'47- kr sr'If-/-e/- — 7 / 6 v-zi N e A BOUNDARY sURVcY I hereby certify that the turvey repre- sented hereon meets the minimum technical standards set forth by the Board of land Surveyors in chapter 61G17 -6 Honda Administrative Code pursuant to Section 472.027. Ma. Statutes. There are no r nr rum hn.ema. overlaps, eaaementa appeanns nn the Plat, other than as 440 /6', / � � 1 J ' /-2 L L` G 7 "t" ')/4.5/> >. 7L PP //o 4 . This property described as: Lot-21, Block 180 REVISED PLAT OF TRACTS 178B, 178C, 179A, 179B, 179C, 180A AND N ? OF 1.80C REVISED PLAT OF MIAMI SHORES, SECTION 8, according to the Plat thereof, as recorded in Plat Book 43, Page 69 of the Public Records o Dade County, O pi La RENE AIGUESVIVES P.S.M. Al 4)27 /:".;;Za /o/-..7 � PROPERTY OF: Abernathy, Carl, 1140 N.E. 98th Street, Miami Shores, Florida. LANNES AND GARCIA, INC. LB. # 2098 SURVEYORS - MAPPERS -LAND PLANNERS rsm..• .rtrlre■•• 1S9 Al Av . Corer CA Met. Florid• 33134 GENERAL NOTES: 1. ALL FLOORS & WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 2. ALL REINF. STEEL TO CONFORM TO A.S.T.M. 615 GRADE 40. 3. ALL POOL PIPING TO BE SCHED 40 PVC BEARING NSF APPROVAL 4. SOIL STATEMENT: NO POOL CONSTRUCTION SHALL BEAR ON ANY TYPE SOILS EXCEPT CLEAN SANDS OR ROCK. THIS PROJECT IS IN THE VICINTY OF PROJECTS THAT THIS FIRM HAS PREVIOUSLY DESIGNED. THE SOIL IS SANDY IN NATURE AND ADEQUATE TO SUPPORT THIS SWIMMING POOL. IF OTHER CONDITIONS ARE ENCOUNTERED THE CONTRACTOR SHALL NOTIFY THIS OFFICE FOR INSPECTION AND INSTRUCTIONS. 5. THE POOL CONTRACTOR SHALL ALWAYS TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEETING AND /OR SHORING OR OTHER METHODS THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILTY FOR THE SAFTEY OF EXISTING STRUCTURES. 6. THIS DESIGN ENGINEER ASSUMES NO RESPONSIBLITY FOR POOL CONSTRUCTION IN EASMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED.THE POOL CONTRATOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. AND ESTABLISH LOT LINES. 7 • THE POOL CONTRACTOR SHALL ESTABLISH LOCATIONS OF ALL UTILITIES AT THE SITE. MIN. CLEARANCE DIMENSIONS SHALL BE HELD AS REQUIRED BY THE LOCAL REGULATORY AGENCY. IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL WATER. 8. TEMPERATURE OF THE WATER SHALL BE SET SO THAT MAX. WATER TEMP. = 102 DEGREES F. 9. MIN. 5' FENCE, MTh SELF - LOCKING GATES, REQUIRED AROUND ALL UNSCREENED POOLS. 10. THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED WITH CLEAN SANDS, FREE OF ORGANIC MATERIAL AND SHALL BE PLACED IN 12" THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER. 11. WHERE PATIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN NOTES SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY.THE PATIO DESIGN IS BY OTHERS. 12. WARNING: TO EMPTY POOL AFTER CONSTRUCTION, FOR REPAIRS OR ANY OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL CONTRACTOR OR POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. #3 0 12 "O.C. EA WAY (SEE TYPICAL WALL SECTION) DETAIL OF STEPS N.T.S. = - , HYDROSTATIC VALVE 1 1/2" WELL POINT WELL POINT DETAIL 2 — #3 CONT. COPING TILE WATER LINE 5" TO 6" MIN ERTICAL 2' —3" SHALLOW END 3' -0" DEEP END ROCK BED APPROVED FINISH 6" MIN. N.T.S. TYPICAL WALL SECTION N.T.S. (FOR DEPTHS TO 6' -0 ") IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN 8' -0" DEEP AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING. 24' GRATE TO BE FASTENED WITH SCREWS. 30' INTERLOCKING BRICK PATIO SET IN SAND ON COMPACTED FILL SLOPE #3 AT.>2'6 .C. E.W. BOTT. CENTERED i co 1 POOLf DECK 100 WATT LIGHT W/ LOW WATER CUT OFF DEVICE 2" COVER (CENTER) 5" TO & 6" BOTTQM W/ # ATcr 0.C. EAC WAY. /0 STEELTEX FORM; KRAFTBOARD OR EQUIV. 1:7 MAXIMUM SLOPE WATER LINE, IN SHALLOW END MAN DRAIN LONGITUDINAL POOL SE_ CTION 6' N.T.S. WP MANUAL STARTER SWITCH ( TYP TO SERVICE PANEL WPGF110'TO 20' FROM WATER 3 0 W 48" MIN J F- m 3 8" JUNCT. BOX SPST TOGGLE SWITCH 1" NON — CORROSIVE COND, ELECTRICAL DIAGRAM PUMP FRAME FILTER TANK MOUNT 1 3/4" x 3/16" TAP CON. EINFORCED CONCRETE SLAB HI IU 1 FILTER POOL PUMP, FILTER ANCHOR POINTS (TYP.) NOTES: ANCHOR B /OLTS)) THROUGH BASE (1 (TAP CON) / FOR POOL PUMP & FILTER POOL EQUIPMENT ANCHORING N.T.S. SKIMMER TIME CLOCK 12V TRANS. 3— 12 IN 1/2 CO ( " MAIN RAT ANTI- VOR FILTER PIPING SCHEMATIC PUMP MOTOR IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR, ECT. W/ #8 WIIRE S PRESSURE GAUGE AND IR RELIEF VALVE JN UMP 1 1/2" PUMP W/ �kiAIR Sc LINT STRAINER N.T.S. NOTE: ALL ELECTRICAL SHALL CONFORM W/ N.E.C. ART. 680 017// „A. ti 2 1' 21)J YEIt1A K AvAsor IJ ?TE. tl AIEOF FLORIDA g41310 YEKTA KAVASOGLU P.E. # 41310 0 rn c0 w o h 0 W 0 L- O 00 UJ >-- 00 O O Q W Z Z Q 0 Q CO Q N 0 3 cc 0 0 r 0 0 0 N zei? J 0 N a Z w z z cc a§ Z � w 0 0 0 ao U M ca 0 t— 1 9_ o in 0 co cc) 144 4 POOL DATA & EQUIPMENT SIZE de DEPTH: 15' X 30' 3' -6" TO 6' CAPACITY: 15,988 GALLONS PERIMETER: 90 LF PUMP:1 HP CLEANING LINE: YES POOL FINISH: DIAMOND BRITE MISC: 450 SF FILTER: 100 SF QTY RETURNS: 3 TILE: 6" STANDARD LIGHTS: 12V, 100W COPING: BULLNOSE —BRICK SWIM OUT: YES CHLORINATOR: NONE HEATER: NONE TYPE OF PATIO: PAVERS DOD: NONE EXIT RAILINGS: NONE SCREEN: NONE TURNOVER 12 HOURS ( MAXIMUM ) 4.4 HR SOIL STATEMENT SOIL AT SITE IS SANDY AND HAS A 2000 PSF SAFE BEARING CAPACITY V AFTER EXCAVATION AND COMPACTION SHOULD ANY MUCKS, MARLS, OR OTHER ORGANIC SOILS BE DISCOVERED ON EXCAVATION, THEY SHOULD BE REMOVED IN THEIR ENTIRETY, THIS POOL REQ. 1000 PSF BEARING CAPACITY. HYDRAULIC UPLIFT COMPUTATIONS FLOOD CREST ELV. FOR AREA = 7.0 MSL TOP OF POOL ELV. = 9.85 MSL BOTTOM OF POOL ELV, 1,5C= MSL HYDRAULIC HEAD = 1,I ALLOWANCE HYDROSTATIC VALVE = —2.0' NET HYDRAULIC HEAD = —0.85+ N /415 USE MIN. 6" THICK CONCRETE FLOOR SLAB ELEVATION OF DECK IN RELATION TO HOUSE: V-1" MIN. 4" BELOW FIN. FL. SWIMOUT DETAIL N.T.S. PROPERTY LINE CLEANING LINE W/ VAC-LOCK S.F.B.C.5002.5(B) • v: RESIDENCE NOTE: PRIOR TO ELECTRICAL ROUGH ELECTRICAL CONTRACTOR SHALL SUBMIT; A, REVISION TO. THESE DRAWINGS SHOWING EXISTING SERVICE. WITH ADDITIONAL LOAD CALCULATIONS AND EXPECTED`. AS -BUILT CONFIGURATIONS II =: k DIFFERENT FROM THESE° DRAWINGS:° '18 "RECESSED SWIMOUT W/ TILED EDGE 10' IL POOL PLAN SCALE: 1/8" = 1' -0" iINF VVASS " SI.H :Fi':C% - ilkTA'KAVASOGLU w 0 0 rn x co o ce co 0 . 0 F 9 : < N Ze z LL W cc 0 o Q Its 0 g 0 a ° ° J 1-- w z ce z w 0 0 0 ao I N U N) (n 0 � 0 c z cn °o CO III rzs; Lae 30' LONG w c Mk _ - -- , — • p 4 POOL DATA & EQUIPMENT SIZE de DEPTH: 15' X 30' 3' -6" TO 6' CAPACITY: 15,988 GALLONS PERIMETER: 90 LF PUMP:1 HP CLEANING LINE: YES POOL FINISH: DIAMOND BRITE MISC: 450 SF FILTER: 100 SF QTY RETURNS: 3 TILE: 6" STANDARD LIGHTS: 12V, 100W COPING: BULLNOSE —BRICK SWIM OUT: YES CHLORINATOR: NONE HEATER: NONE TYPE OF PATIO: PAVERS DOD: NONE EXIT RAILINGS: NONE SCREEN: NONE TURNOVER 12 HOURS ( MAXIMUM ) 4.4 HR SOIL STATEMENT SOIL AT SITE IS SANDY AND HAS A 2000 PSF SAFE BEARING CAPACITY V AFTER EXCAVATION AND COMPACTION SHOULD ANY MUCKS, MARLS, OR OTHER ORGANIC SOILS BE DISCOVERED ON EXCAVATION, THEY SHOULD BE REMOVED IN THEIR ENTIRETY, THIS POOL REQ. 1000 PSF BEARING CAPACITY. HYDRAULIC UPLIFT COMPUTATIONS FLOOD CREST ELV. FOR AREA = 7.0 MSL TOP OF POOL ELV. = 9.85 MSL BOTTOM OF POOL ELV, 1,5C= MSL HYDRAULIC HEAD = 1,I ALLOWANCE HYDROSTATIC VALVE = —2.0' NET HYDRAULIC HEAD = —0.85+ N /415 USE MIN. 6" THICK CONCRETE FLOOR SLAB ELEVATION OF DECK IN RELATION TO HOUSE: V-1" MIN. 4" BELOW FIN. FL. SWIMOUT DETAIL N.T.S. PROPERTY LINE CLEANING LINE W/ VAC-LOCK S.F.B.C.5002.5(B) • v: RESIDENCE NOTE: PRIOR TO ELECTRICAL ROUGH ELECTRICAL CONTRACTOR SHALL SUBMIT; A, REVISION TO. THESE DRAWINGS SHOWING EXISTING SERVICE. WITH ADDITIONAL LOAD CALCULATIONS AND EXPECTED`. AS -BUILT CONFIGURATIONS II =: k DIFFERENT FROM THESE° DRAWINGS:° '18 "RECESSED SWIMOUT W/ TILED EDGE 10' IL POOL PLAN SCALE: 1/8" = 1' -0" iINF VVASS " SI.H :Fi':C% - ilkTA'KAVASOGLU w 0 0 rn x co o ce co 0 . 0 F 9 : < N Ze z LL W cc 0 o Q Its 0 g 0 a ° ° J 1-- w z ce z w 0 0 0 ao I N U N) (n 0 � 0 c z cn °o CO III rzs; Lae