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HomeMy WebLinkAboutProduct Approval-Storm Shutters • 5;- 8 gg. ® F O i C . • 'aro __ ? U O ® GA 1.2 Z(5 m i -. Q "3 F� Q. >�nu11 • ANCHOR SCHEDULE W..'5 Ni ANCHOR SCHEDULE N m=ao„ FASTENERMAXIMU4 SPACING(INCHES)R®URED FOR VARIOUS DESIGN LOADS AI SPANS FASTBHLMAXIMLIM SPACING(INCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS Na rw'w ,tai.ZG;1'`2 la O�m Ei MAX SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO �3 MAX SP.9G IPTO SPANS UPTO SPANS UP TO = LL u zu''a..rr LOAD 5'-0' B''-0' 77-0' 6'-0' g'-0' 17.0' Ea LOAD 5'-0" B'-0' 17-0° B W ANCHOR TYPE (PSF) N ANCHOR TYPE �/ tl- N SEE (SEE NOTE I) (SEE NOTE I) (SEE NOTE I) (SEE NOTE I) (SEE NOTE I) (SEE NOTE t) (sIE) (SEENOTEI) (SEE NOTE 1) (SEE NOT EI) i 0 =n 3 E. E4 W NOTE CONNECTION TYPE CONNECTION IYF£°CONNFOIODN TYRE C0181EOININ TYPE CONNECTION TYPE CONNECTION TYPE �y�c4 sEE NOTE1 fpN TYPE COr84FOIpNTYFE CONNECTION TYPE _ZFA u (SEE NOTE 3) (SEE NOTE3) (SEE NOTE3) (SEE NOTE 3) (SEE WT23) (SEE NOTE3) W cd. d",•"-" 1.5"Edge Distance 3"Edge Distance (SEENDTE 3) (SEENOTE3) (SEE MDTE3) ® 81- �( W 25 Edge NOTE 3) e e``Jlll ClC2 C3 C4C5 ClC2 C3 G C5 C1 C2 C3C4 C5 ClCt C3C4 C5CI C2 C3C4 C5 C1 C2 C3 G C5 9 .. ��IliQtl111111HN1111n __ W / 48.0 16 16 13 16 16 18 12 7 13 10 16 8 5 9 7 18 16 16 16 16 16 14 9 18 /5 18 11 7'16 11 Cl�1 ss�' C2 C3 G CS G 14 p G CS C1 10 7 G CS • 82.0 16 18 10 18 14 10 9 8 10 7 14 7 4 7 5 18 16 13 16 18 18 11 7 18 11 18 B 5 12 8 * 48.0 18 18 18 19 18 78 14 B 18 11 18 10 7 72 8 W a r 1/4"03UILDE%TAPCON 'I:D"" ° 62.0 18 to 16 18 1615 16 77 7 13 9 18 8 5 9 6 Z n SS OR CLIMASFAL 76.0 18 13 8 14 11 15 7 4 8 8 14 6 4 7 5 16 16 10 16 16 16 9 5 13 9 18 B 5 12 8d COATING W/1.70'EMBED ]/4°0 ELCO PAFIM4TE PRO OR 78.0 18 18 10 10 12 10 9 5 10 7 18 8 5 B e a IN 3 K51 CONCRETE 90.0 16 11 7 12 9 14 6 4 7 5 14 8 4 7 5 16 14 9 16 14 16 8 5 12 6 16 6 5 12 8 FEMALE ID W/STALGARD FINISH 120.0 16 8 5 9 7 14 6 4 7 5 14 6 4 7 5 16 10 6 15 10 18 8 5 12 8 18 8 5 12 6 335 KSI EMBED 90.0 18 13 9 18 10 16 8 5 9 6 IS 8 5 9 8 1"Edge Distance 2.5"Edge Distance IN 3.35 KSI CONCRETE 120.0 18 1D 6 12 8 16 8 5 9 6 18 8 5 9 6 H .l r 3 U C "f C1 C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 C5 CI C2 C3 C4 C5 CI C2 C3 C4 CS CI C2 C3 C4 CS • w 2.0"Edge Distance •� Cl C2 C3 C4 05 Cl C2 C3 G C5 C7 C2 C3 G C5 �f 48.0 18 18 14 16 16 16 12 7 11 9 16 9 6 8 7 18 16 14 16 16 18 12 8 18 14 18 9 6 18 10 z _3 n- 1/4°0 ELCO ULTRACON 62.0 18 16 11 16 13 18 B 6 9 7 14 7 4 8 5 16 16 11 16 18 16 9 B 18 11 15 7 4 12 8 7 , 48,0 16 16 14 16 18 16 12 8 15 10 19 9 6 11_7 WI 1.75 EMBED 820 16 16 11 16 14 16 9 6 12 7 15 7 4 9-5" <o IN LB KSI CONCRETE 78.0 18 13 9 13 11 18 7 5 7 6 14 8 4 6 6 18 14 9 16 16 16 8 5 13 9 14 7 4 12 8 Q o� • #12 STAINLESS STEEL SMS 76.0 1B 14 9 16 11 16 7 5 9 6 14 7 4 8 5 a Ill 90.0 18 11 7 11 8 14 8 4 8 6 14 0 4 8 6 18 12 7 18 13 14 7 4 12 8 14 7 4 12 B W/EYEWAl1 ARMOR INSERT UFUS1 120.0 16 B 5 8 7 14 8 4 6 5 14 6 4 6 5 18 9 5 15 10 14 7 4 12 B 14 7 4 12 B W/�•�Ty EMBED 90.0 18 12 7 15 9 14 7 4 8 5 14 7 4 8 5 `s a LUj IN 2 KSI CONCRETE 120.0 16 9 5 11 7 14 7 4 8 5 14 7 4 8 5 Z 1.25"Edge Distance 3"Edge Distance ON g o w 2.0"Edge Distance C ClG o U * CI C2CA C5 C2 C3 C5 ClC1 C2 C3 CA CS CI C2 C3 C5C7 C2 C3CAC CI C2C C4 CS u 1UU1AA Pt__{'__ E w CI C2 CJ G CS Cl C2 C3 G CS CI C2 C3 G C5 0 48.0 16 15 10 15 10 16 8 5 8 6 13 6 4 6 4 18 16 16 18 18 16 14 9 16 13 16 10 7 18 9 I- Et { 62.0 16 12 7 11 8 14 8 4 6 4 10 5 3 4 3 16 16 13 16 16 16 11 7 16 10 16 6 5 12 7 y1 48.0 16 16 16 18 16 16 16 B 16 11 16 11 7 12 8 1/4"0 ALL POINTS U 82.0 18 16 13 18 15 18 11 7 12 8 18 0 5 9 8 SOLID-SET ANCHOR S 76.0 18 9 8 9 8 11 5 3 5 3 10 4 3 4 3 16 18 10 18 14 16 9 5 13 8 18 6 5 12 7 = 1/4-20 STAINLESS STEEL S12 STAINLESS STEEL SMS 76.0 16 16 11 16 12 16 9 6 10 7 16 8 5 9 6 BOLT WI 718°EMBED 90.0 18 B 5 8 6 10 4 3 4 3 10 4 3 4 3 18 13 9 16 12 16 B 5 12 7 18 B 5 12 7 8 W/2,75"EYEWALL ARMOR 90.0 18 14 9 15 10 18 8 5 9 6 16 8 5 9 B - IN 3 KSI CONCRETE 120.0 13 8 4 6 4 10 4. 3 4 3 10 4 3 4 3 16 10 6 15 9 18 6 5 12 7 16 B 5 12 7 INSERT W/25'SCREW EMBED IN 2 K51 CONCRETE 120.0 18 11 7 11 8 16 8 5 9 s 18 B 5 9 6 W 1"Edge Distance 2.5"Edge Distance 1.5°Edge Distance Cl C2 C3 C4 CS C7 C2 C3 C4 C5 Cl C2 C3 C4 C5 CI C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 w n Cl Q C3 G CO Cl C2 C3 G CS Cl Q C3 04 CS �. -,,, 48.0 16 16 10 16 18 16 9 5 14 9 14 6 4 10 7 16 18 13 18 16 16 11 7 16 13 16 8 5 16 10 - 480 10 10 6 18 11 11 5 3 9 6 6 4 (t p X 1/4°0 MILLFAST ANCHOR 62.0 16 12 8 16 13 14 7 4 11 7 11 5'?T 8 5 16 16 10 16 16 16 9 5 18 10 14 6 4 12 7 -' - "'- f B 4 •-g CONCRETE SCREW BY 62.0 16 7 5 12 B B 4 ;It 7 4 6 3 L„'5 3 v MILLENNIUM FASIENERS 78.0 16 10 6 18 11 12 6 i°' B 6 10 5 9 5 18 13 8 10 15 15 7 4 14 8 13 6 4 12 7 LI4°0 POWERS TAPPER W 1.75'EMBED `i W/PERMASEAL COATING 78.0 13 8 4 10 7 7 3 H'," 5 3 6 3 1! 5 3 IN M/3.3 151 CONCRETE 80.0 18 6 5 14 9 10 5' 8 5 10 5, 8 5 18 11 7 18 13 13 6 4 12 7 13 6 4 12 7 W/L75°EMBED 60.0 11 5 3 8 5 0 3 i 5 3 6 3'i 5 3 1 120.0 13 8 4 10 7 10 5 B 5 10 5 8 5 16 B 5 16 9 13 8 4 12 7 13 6 4 12 7 IN 3 K5!CONCRETE - 120.0 8 4 i . 6 4 6 3 5 3 6 3 5 3 H 3.0"Edge Distance 8 hIWDIW 505%1 • Cl C2 C3 G CS G C2 C3 04 C5 G C2 C3 04 C5 _ .._...�- 46.0 16 18 13 18 16 16 11 7 16 12 16 0 5 13 9 v 2 1/4°0 POWERS TAPPASEAL ATTER 62.0 18 15 10 18 16 16 8 5 14 9 13 6 4 10 7 W 175°EMBED 76.0 18 12 8 1e 14 14 7 4 11 7 13 8 4 10 6 LW.Knezevich IN 3 KSI CONCRETE 90.0 18 ID 6 18 11 13 8 4 10 8 13 6 4 10 8 Professional Engineer 120.0 1B 8 5 13 B 13 8 4 10 8 13 6 4 10 B FL license No.:PE 41961 ANCHOR NOTES: • SEE SHEET 8 FOR ANCHOR NOTES. Scale: AS NOTED ® Drawn by: ARV Date: 04/10/2015 a;ri FILE COPYo. Armor KC15-0107 HURRICANE PROTECTION sheet 7 of 8 • JF . • ANCHOR SCHEDULE ANCHOR SCHEDULE .�. m FASTENER MAXIMUM SPACING NICHES)REQUIRED R3R VARIOUS DESIGN LOADS AND SPANS FASTEAEt MAXIMUM SPAC21(I4CIP')REQUR®FOR VARIOUS DESIGN LOADS APO SPATES /� -.m L/Z LI ry may. MAXLSPATS LP 70 SPANS LP TO SPANS LP TO SPANS UP 70 SPANS UP TO SPANS UP TO MAX Spq�(pro SPANS 5510 SPANS IPTG `"J'IdgO est N ANCHOR TYPE (PST) 5-0' B-0' 12-0' S'-0' B-0' 1Y-0' N LSD 12-0" F.1.6.,.,-..E E. F: sEE (BEE NOTE 1) (BEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) ANCHOR TYPE (PSFT Za E c 01 I. Sff (SEE NOTE 1) (SEE NOTE 1) (SffPOTE1) Fn..,' CAMEO NOTE 3) E DD(SEENO E3) CO(S EP;43703)f CONNECTION NOTE 3) CONFECTION 3)E CAMECfO E3) N_ E$ j4 NOTEI gOTE1 CIX�FB.Tgt4 TYPE COMETONTYFE ma TYFE j"'1 gr, W (ESTE NDTE3) (569 NOTE 3) (SEE NOTE3) (SEE NOTEJI (Sff HOTE3) (SEE NDTEJ) a� (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) !Nen 0--5 2"Edge Distance 4"Edge Distance , ZeY$ l$le•" w C1 C2 03 c4 c5 c1 C2 ca c4 C5 C1 C2 C3 G C5 C1 C2 ca c4 C5 C1 c2 c3 G cs C1 alp c4 c5 I,,7 2.5"Edge Distance 0 mO1 .32 Ct C2 C3 G CS C7 c2 C3 G CS C7 C2 co G OS IU. ;' 2 48.001 '.11 5 4 .)-.. 8 7 ) -,`.}1Y 4 s'1' 10 4 e+_14 8 5 y 7 .. 4 A • 5 1K�^. 6=5.- fl F 1L` 7; ,'�""`a-' 48.0 18 10 6 14 8 11 5 7 4 8 1 i. 5 V o• 1/4°p BUILOEXTAPC-ON 82.0 8 yqk` 8 ! 4 r6��{ 9"y 7 11 5 4 8 6','•P+ly I 620 18 7 5 11 8 9 4 1 6 6 a 4 0,1g SSLMILDEXTFAL1(y .7Lal 1/4"PR00RFEMILLEID� + ®� COATING W/1.0"EMBED * 6�0"0'�gg�yy Rr����.�.T!4 .,i a¢�^ "^,^a' °,�LS� Pin �T{ p`�"p� y�q RE 76.0 13 6 4 9 5 7 +,'�°' 5� 6 4 ,0 Ly Z.o;s IN HOLLOW BL0l7L 1I®' IQ AILI t cc 11:0 Lir r p y0�R014 x1111 'I Lu:001:1 Fkg�aSyNygp; ICIIiB FINISH W 1.20"EMBED 90.0 11 5 ,Y 7 4 6 1g 4 to 6., 4 Z" � gy,{E E�BOR p -,.� 06,>Mt 0 IN HOLLOW BLOCK ..�t��". Z`F m MfpP O 6:BA "'.,3XaR' k'.d3d Dp� ��. Nk9 . 120.0 e 4 5 ,t 6 Hi✓4 sat7'' 6 T ....4 Sa' _]C"4 u 1"Edge Distance 2"Edge Distance D ce n �,1 C1 [2d GCS Cl QC3GCS C7 C2 CJGG5 « •` U g �������.��- w C1 C2 C3 G CS C1 C2 C3 G CS C7 C2 C3 G CS tTS E}_I4Y8W44.4.4l 14 8:-.12 7 7 8 ti "} * + ( ' .b O O/.� 48.0 16 11 7 14 9 12 5 3 B 5 9 1 1 8 3 .1 1 10 Y.° 9 8 8 :: 7.x...05 bay g4K, r ^'F 16 7 8 •) ' T m 412 STAINLESS STEEL 62,0 16 8 5 11 7 9 4 3 6 3 7 3 /. 4 J ]/4°0 ELCO ULTRACON (1.25°EMBED �y�; ++ v1 t(�.y`Ey't]t ,• gj'1Fy;F 3 SMS W 2 EYEWALL W 0. O M HOLLON BLOCK �81 '( 8 6-G JC e l m 8 ® I1..YFk B'� 1.2S SCREW EMBE0 ARK* D 7fi.0 14 8 4 9 S B 3' 5 3 7 3 k d f ,> Q n J 80.0 12 5 3 7 4 7 3 4 7 3 S 1 3V' m 1a I20.0 !4�W"F ., :t`'r Pie.,,',,,, ,. ,r�° w)re 0 4 ,�".c"`6 rx,,A a�tl�.c'r a rJ,, = IN a T� 120.0 9 4 '.y 5 3 7 3 xy 4�_ 7 3 4 p 1.26"Edge Distance 3"Edge Distance -8 '� w 3 Edge Distance 0 '1"U [ C1 C2 C3 C4 C5 Cl C2 C3 G C5 C1 C2 C3 C4 C5 C1 C2 C3 G C5 C1 C2 C3 C4 C5 C7 C2 C3 G C5 W r .r 1)t }r1�� Cl C2 C3 C4 C5 Cl C2 C3 G C5 Cl C2 C3 G CS 2 5 48.0 18 7 5 9 B 9 4 1:, 5 3 6 3 •' 3 18 15 9 16 13 18 8 5 12 7 13 8 4 B 5 ❑ N !1,,' 62.0 12 8 3 7 4 7 3 E 1 5 t�R 3 C 18 11 7 18 10 13 8 4 9 5 10 4 3 7 4 EIRE''°`'"�' 48.0 11 5 15 7 6{'},`j ,8 4 4 Iu 6 `-" m :3A.-_':i 114°OALLPOMIS �g >r �, r �,. dSETANC 5 78.0 10 5 3 5 3 5 r• 3 5/,;+ r.&, 18 B 8 14 8 11 5 3 7 4 8 4 3 7 4 1/4°a POA'ERS TAPPER 820 8 4 1,g 11 5 4 % 6 4 Z 6 uBOLTW/775 STAINLESS 00.0 8 4 pl.4 3 5 3 5,,,.111 i: 16 8 5 11 7 9 4 3 7 4 9 4 3 7 4 W1 W/PEP11A'SFAL COATING 76.0 7 }�9 4 4}♦ 1' 5 A,*4�y Wgl °a IN HOLLOW BLOCK 120.0 8 3 5,~ 3 5 I - X S ,,� 12 8 3 8 5 9 4 3 7 4 9 4 3 7 4 Dl HOLLOW BLOCK 90.0 8 "' 8 4 .0,1, $, 4 'ff'9s 4 OA J n SI a w 1"Edge Distance 2.6"Edge Distance 120.0 4 7,4,'5,,574 6 'c05.,, 4. 1,",,4.i'&,,,4.,Y N z a,o Cl CO C3 G C5 C1 C2 C3 G C5 Cl C2 C3 G 05 Cl C2 03 G C6 01 C2 C3 G C5 Cl C2 C3 G C5 jp g o•:, j 48.0 18 8 5 11 8 9 4�,1,'p+'y,''a-'4 7 O 4 0,16 8 5 IS 11 10 4 If 12 8 7 f' - 9 4 Rai 1/4°ORIUFAST ANCHOR 62.0 13 6�4y�9 8 7 �.r�" � ' 6 &,w;A 14 8 4 18 8 7 8 4 5 ,1'.°'0h 6 .2 E CONCRETE SCREW BY 78.0 10 5,t,, 7 5 5 6 11 5 ,.'%(13 7 6 8 8. 7 4 5 ' 8 0 MILLENNIUM FASTENERS .. �J� ...x,� W/1.25"EMBED 90.0 8 �4,Ap 6 4 5 .. 5 9 4 11 8 5 tt�a'y 8 5,e,'„,,',43,,8 INx sOWBLOCK 120.0 6"#"`A 4 7 5 ,"2.$1,<r^j 5 . #'s 7 gilig. 8 4 5 .$. 8 y,5 9,444 8 g.°. ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY.ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UNITED TO THOSE SHOWN IN TABLE 1 ON SHEET 2. 2. AN EFFECTIVE WIND AREA OFIO SQ.FT.SHAUBE USED FOR DETERMINING WIND LOADS FOR ANCHORS. 3. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL,ANCHORTYPE AND EDGE DISTANCE SELECT DESIGN c LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. .H 41 a 4. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. < 5. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE BLOCK GROUTED MASONRY,OR WOOD FRAMING. CC i REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. k 6. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. o•••W•o Y •7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. .a• 01EZEL 1, 21 8. WHERE EXISTING OOREIEATEANC ANCHORAGE ISH POST-TENSIONED BLES ARE ONOT RETEDAMCONTRACTOR SHALL LOCATE CABLES PRIOR TO ANCHORING AND GED. • ,• ��C.E.N si.,..`y,.o$ 9. WHERE EXISTING STRUCTURE 5 WOOD FRAMING,WOOD FRAMING CONDITIONS VARY.RELD VERIFY THAT FASTENERS ARE INTO -NO.-41961 \ -1"- -- ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE • PIECES. • J.W.Knezevich 30.WHERE LAG SCREWS AND WOOD SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER SHALL BE LOCATED IN 1* i * lfrapaional Engineer CENTER OF NOMINAL 2°X 4°MIN.WOOD STUD.3 4"EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING.WOOD STUD M 't L LJeme No.:PE 41961 SHALL HAVE A MIN DEWY AS NOTED IN ANCHOR SCHEDULE.SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. j • LIMIT ONE HALF PANEL PER OPENING I 0 FA m {2.0-2"{ �q {2.02"t t 2.02"{ 2.250" .060"3.00"MAX. 2.250" 1v �.�,^•. 1.05" I I L I I 1.05"MIN. I 1 .062" !e®-1 2a c (TYP.) a (TYP.) 6,1 o ° I 094oT P. o- WT°o {1-.0-1{" .07" c 1.17" .07" .9 N .094"T P. , } F 0'i_ .101" .094" H 5.u a ,(\ I I SEE NOTE I SEE NOTE � ., .t .094" in o.r .094" N 120" II��o - .094"1 la �a.`c-d V i No.12 1.1T i No.12 o m - ,o m o I a I .o ur I '�vl.n 5 fi �. N o.O62" .125" N 0 062•' p,^eA."' W j 1 12.00"COVERAGE 1 6.000"COVERAGE N.062' ''062 375" 375" x.250" Z V 0 14.375" • 8.332" 2.030" 12.000"I 2.020" Z®X„. Li o STORM PANEL HALF STORM PANEL h"HEADER "U"HEADER BUILD-OUT"U"HEADER G 0 3a ry ._ O SCALE:3"=1,-0" • 18 SCALE:3"=1'-0" OSCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:3"=T-0" Z wn n 1 1/4-20 MACHINE _Y�dm u° 1/4-20 MACHINE CREW ra112" 1/4-20MACHINE 1.525" 3.385"MAX. LL .0 BE EWRE ER ED)(ST. BE RE DIRECTION MAY - .886" _� -a r.886" DIRECTION MAY-. DIRECTION MAY SCREW(012"0.C.1STUD 15_11.1'11of P BE REVERSED) = BE REVERSEDIo .177" .1 n o BE REVERSED) .375"R 54" .092" 0 0 125"TYP. .090" 090" (TYP. {..e 1• .125"TYP. r`+ 1" .091"TYP. mN - : 1465".•55" U1 4. - ___- L m ',t., ( �•-t1-,.150".215" a •215" „ 91•' c �j � 11! u;215', --L� e m 313 I 2.00"MIN. 1� I 2.00"I o .090.. 1.060" ' .6 r •• . �,P • 5.00"MAX. 632" .090" -YM �. ,377" OSTUD ANGLE STUD ANGLE SVM.. .315"R .700' 0 :4 g 4a O STUD ANGLE SCALE:3"=7'-0" SCALE:3" 1'-0'• 4k3 1.00"MIN. 03 m 36 SCALE:3"=1'-0" 5.00"MAX. 2 :1,5 72 4 GENERAL NOTES: O ANGLE OC-TRACK(FINISH) 6a C-TRACK O BUILD-OUT F-TRACK z 1. THESE PRODUCT EVALUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED AND TESTED IN ACCORDANCE WITH THE SCALE:3"=1'-0" SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 2 o FLORIDA BUILDING CODE FOR USE WITHIN AND OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONE(HVHZ). REFERENCE KC 7 . >°°' EVALUATION REPORT N0.150107,REV IFOR APPLICABLE CODE EDITIONS. •376 '376 {-875 t Q aniP 2. •PRODUCT PERFORMANCE TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201,TAS 202,&TAS 203 AND THE SYSTEM IS .190' .190' ' .563"0 . cTz°" LARGE MISSILE IMPACT RESISTANT. �- , ` \ .440" o €aa 3• . DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE 452"655" �465" .655" •" WITH ASCE 7-10 ALLOWABLE STRESS DESIGN.CALCULATED WIND LOADS SHALL BE MULTIPLIED BY THE LOAD FACTOR 0.6 BEFORE - �' °n ?r REFERENCING THESE DOCUMENTS. I: s 4. FOR WIND LOAD CALCULATION IN ACCORDANCEWITHASCE 7-10,ADIRECTIONAUTY FACTOR OFKD4.85 MAY BE USED. `V J 0,090"(TYP.) .ro 0.090"(TYP.) 4 5. NO ALLOWABLE STRESS INCREASE IS UTUZED IN THE DESIGN OF THIS SYSTEM;HOWEVER,A WIND LOAD DURATION FACTOR OF I ` �I I/30" , CD=1.3315 USED FOR SCREWS DESIGNED PER NDS. ,� _ n . t o rvf 120 GA.GALV.STEEL GR 40 6. THESE EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION PREPARED FOR APPLICATION OF THIS iiY 88 !!F OR 0.050"6063-T6 ALUM) SYSTEM TO ASPECIFIC SITE. 1 2.00 OPTIONAL 7. THESE EVALUATION DOCUMENTS ARE THE INSTALIATION INSTRUCTIONS PORTION OF A PRODUCT EVALUATION AND SHALL ONLY LEG DIRECTION (ZAMAC 3 ALLOY) KEYHOLE BE USED WITH THE CORRESPONDING PRODUCT EVALUATION REPORT.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY "F"TRACK "F"ANGLE-TRACK WING NUT iD WASHER WITH CHAPTER 61G15-23 OF1HE FLORIDA ADMINISTRATIVE CODE. OSCALE:HALF SIZE Ba SCALE:HALF SIZE OSCALE:HALF SIZE SCALE:HALF SIZE 8. THESE EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT WIDTH UNLIMITED DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. (PERPENDICULAR TO 01 X 9. ANY MODIFICATIONS OR ADDITIONS TO THESE EVALUATION DOCUMENTS WILL VOID THE EVALUATION DOCUMENTS. PANEL SPAN) 10.WHEN SITE CONDITIONS DEVIATE FROM THE EVALUATION DOCUMENTS,THE BUILDING OFFICIAL MAY REQUIRE THAT SITE , TOP MOUNT a•9 TYPICAL SECTIONS a > SPECIFIC DOCUMENTS JUSTIFYING THE DEVIATION BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR i __ _______ Y w I- K REGISTERED ARCHITECT. IIIA -�, ~¢z $ 11.EACH PANEL OF THE ASSEMBLY SHALL BE PERMANENTLY LABELED AT ASPAONG NO GREATER THAN 36°ONTNE EXTERIOR FACE .315"0 Yom¢ ��� WITH THE FOLLOWING MINIMUM INFORMATION: - ,� 7.......-- !rrt...„,,,........ •• •�•TK.�.e)TOWN&COUNTRY IND. w \' 1.00" f QMOUNT 1('�° yFORT LAUDERDALE,FL \ II •-'""•. •"..,'-^ ry++TAG 201,202,&203 ¢QPL650'0 VIEW �& �`.�`°�GE ASF�"`6c • HLB TARGE MISSILE a F VIEW \� ___- - FBCAPPROVALNUMBER - o I `'\YHOLESLO' ) -__ __ 9r_-_ N0.41961_`c•.-,__ - 12.ALUMINUM STORM PANELS SHALL BE 3004-H34 OR 5052-H34 ALUMINUM ALLOY WITH MINIMUM THICKNESS AS SPECIFIED IN I-j ---- Lmax.,SEE STORM PANEL SPAN Is* i * 1..' yTLetevlch THEAPPLIOABLESPAN TABLES. w '\ SCHEDULE-TABLE 1 • E. ProLFsienaNngIneer 13.ALL EXTRUSION SHOWN SHALL BE 606346 ALUMINUM ALLOY,U.O.N. ",_ �', 315"0 • O STATE OF PL II(e�fi.PE 41961 14.ALL BOLTS,STUDS,AND WASHERS,EXCLUDING INSTALLATION FASTENERS,SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE ",Tc, •�`t f/t44/ STRENGTH OF 60 KSI,U.O.N. x z 1 • �•, [Q R I OI... 15.TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE.PANELS MAY BE MOUNTED HORIZONTALLY E a /' I 1.'0'i ( •• .• •••••"' C7`i . WHEREAPPUCABLE.H&UHEADERS MAY NOT BEUSED FOR HORIZONTAL MOUNTING CONDITIONS. _,N .5••��� / TYPICAL • HORIZONTAL ELEVATION ••u/0NAL ►W-Knezevich,PE 16.TRACKS MAY BE REMOVABLE PROVIDEDREMOVABLE ANCHORSARE USED. ,650"0 SCALE:1/4"=1'-0" 17.IF PANEL OVERLAPS OPENING BY 1.5 TIMES THE GAP BETWEEN THE WALL AND PANEL,NO SIDE CLOSURES ARE REQUIRED. II \_ --/ ILIIScale: AS NOTED 18.PROVIDE SEALANT AROUND PERIMETER OF COMPONENTS IN CONTACT WITH STRUCTURE TO PREVENT WATER INTRUSION i WA ---------KEY HOLE nor This(tern has been electronically signed and sealed by / BEHIND COMPONENTS. J.W.Knezevich,PE on 8/9/17 using a Digital Signature. / e �, wall- Drawn by: ARV (TYP. BOTTOM MOUNT Date: 04/10/2015 TYPICAL VERTICAL ELEVATION Printed copies of this document are not considered jy,.;,,^ °ranie"o. . SCALE:1/4"=1'-o" signed and sealed and the signature must be a; ; KC15-0107 Verified on any electronic copies. HURRICANE PROTECTION sheet1 of 8 • -a° I cryo Fl - _®J a¢p od j ��OuE9 2�• 8- TABLE 1:PANEL SPAN SCHEDULES TABLE 2:MINIMUM SEPARATION FROM GLASS SCHEDULES '�-';�'"s 8 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS N a_�'•"' POSITIVE MINIMUM SEPARATION POSITIVE MINIMUM SEPARATION O x POSITIVE OR L max. L max. POSITIVE OR L max. L max. W V n,O-1§ NEGATIVE FOR FOR NEGATIVE FOR FOR ASD SHUTTER FROM GLASS ASD SHUTTER FROM GLASS ,- n ASD ASD WINDLOAD SPAN INSTALLATIONS INSTALLATIONS WINDLOAD SPAN INSTALLATIONS INSTALLATIONS U'• POSITIVE NEGATIVE POSITIVE NEGATIVE Z b�r WINDLOAD ASD ASD WINDLOAD ASD ASD 'W' �L� 530' >30' •W' 'L' 530' >30' �S�a® 'W' •W' (PSFI ABOVE GRADE ABOVE GRADE IPSFI ABOVE GRADE ABOVE GRADE t (PSF) WINDLOAD WINDLOAD (PSF) WINDLOAD WINDLOAD 72" 3" 1-3/8" _ 72" 3" 1-7/2" UNE:"e EEm 23 144" 144" 27.5 144" 144" 30 104" 3" 2" 27.5 104" 3" 1-7/8" _Yam 8 25 141" 144" 30 143" 144" - 135" 5" 3-1/4" 144" 4-1/8" 3-1/8" vir 30 135" 144" 35 - 138" 144" 72" 3" 1-1/2" 72" 3" 1-1/2" ® g 35 130" 144" 40 - 133" 144" 40 104" 3" 2-1/8" 40 104" 3" 2" 126" 5" 3-1/4" 133" 4-1/8" 3-1/4" J 40 126" 143" 45 129" 144" 72" 3" 1-1/2" 72" 3" 1-1/2" Z a - 45 122" 135" 50 126" 139" 50 104" 3" 2-3/8" 50 104" 3" 2-1/4" O. m 50 119" 128" 55 123" 132" 119" .-- 5" 3-1/4" - 126" 4-1/8" 3-1/4" a 55 116" 122" 60 120" 127" 72" 3" 1-5/8" 72" 3" 1-5/8" E. :i .p,k. 60 111" 117" 65 - 118" 122" 60 104" 3" 2-5/8" 60 104" 3" 2-3/8" .tzT 111" 5" 3" 120" 4-1/8" 3-1/4" N a rt 65 107" 112" 70 116" 117" 2 :.4t:;_72•• 3." 1-5/8" 72•' 3" 1-5/8" ' 70 103 108" 75 .113" 113" 70 103" 2-3/4" -- 70 104" 3" 2-5/8" Z 'a ' 75 96" 104" 80 109" 109" 80 72" 3" . 1-5/8" '116" 4-1/8" 3-1/4" 8' 80 90" 99" 85 106" 106" 90" 3" 2-1/4" 72" 3" 1-5/8" Q &o 85 84" 93" 90 102" 102" 90 60" 3" 1-1/2" 80 104" 3" 2-3/4" so 80" 3" 2" 109" 4-1/8" 3-1/8" co a3"' 90 80" 88" 95 96" 96" o E 60" 3" 1-1/2" 60" 3" 1-1/2" 95 75" 83" 100 91" 91" 10072" 3•• 1-3/4" 90 102" 3" 2-7/8" o 100 72" 79" 110 83" 83" 110 48" 3" 1-3/8" _ 100 60" 3" 1-1/2" a o ., 110 65" 72" 120 76" 76" 65" 3" 1-5/8" 91" 3" 2-3/8" 120 60" 66" 130 N.A. 70" 48" 3" 1-3/8" 48" 3" 1-3/8" 130 N.A. 61" 140 N.A. 65" 120 60" 3" 1-1/2" 110 83" 3" 2-1/B" 140 N.A. 56" 150 N.A. 61" 120 48" 3" 1-3/8" 76" 150 N.A. 52" • N , C O 0 0 TABLE 1&2 NOTES: • 1. SEE SECTIONS FOR SHUTTER SPAN DEFINITION. d' 1 2.FOR TABLE 1,DETERMINE BOTH THE POSITIVE AND NEGATIVE g ASD WIND LOAD. CHECK THE MAX SPAN FOR EACH AND USE ••■■■■• THE LESSER OF THE TWO VALUES. •♦• 0WEZFf,•• a€ 3.FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE • �F I. NEXT HIGHER LOAD TO DETERMINE ALLOWABLE SPAN. >f.`�G�;vsF--;cy•:: 4.FOR TABLE 2, ENTER AT A POSITIVE LOAD S PROJECT • _�__ POSITIVE LOAD AND SPAN S PROJECT SPAN TO DETERMINE - - • / NO.41961 MINIMUM SHUTTER SEPARATION FROM GLASS. ■ J.W.Knezevlch m* * ' n*.Abna/Ewlneer • L�nsa No.:PE 01961 • . 1 .411\ STATE OF .,i4,1• �N oDR13 .- . • •.• PNALENG: EXISTING CONCRETE, EXISTING CONCRETE, e HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR EXISTING CONCRETE, OPTIONAL LEG DIRECTION Le WOOD FRAMING WOOD FRAMING HOLLOW CONCRETE BLOCK OR CONNECTION TYPE CONNECTION TYPE C3 CONNECTION TYPE W000 FRAMING W� H REFERENCE ANCHOR (TYP.TOP AND BOTTON) IFERE CONNECTION ANCHOR ZIJ REFERENCE ANCHOR REFERENCE ANCHOR Jr�n G:.. SCHEDULE FOR MAX. I DOLE FOR MAX, raw J'v ". SPACIDNG E FOR MAX. ` SPACING t7 ou a` SPAC NG 8-III i. �i 1/4"MAX. = : Q © Z`m _1/2" © 1/4"MAX. ri LT..:.._._._.----. 1/4"MAX. JI a.,= EQ. > ,• 'I I J� w �. 1 , aryl,_, �' '© z EXISTING a a �7 j - P = - 1.as W , �.�ARATION w-I STORM PANEL W w r� O w V(E��� I, ❑ SEPARATION ut v EXISTING u,-1 _Z.F FROM GLASS w 17 YLL� TABLE 2 w= FROM GLASS ,w GLAZING SEE MIN. ❑ N u TABLE 2 'z STORM PANEL w"� ® 'r Ea a • SEPARATION w u $ m Z J FROM GLASS ,'°. �a TABLE2 ,x,z a OWALL MOUNT SECTION u ©OPTIONAL TOP MOUNTING ©BUILD-OUT MOUNT SECTION .-1, SCALE:3"=V-0" SCALE:3"=V-0" SCALE:3"=1'_0" a. 2m EXISTING .", SEE MIN. GLAZING .- 41w ? STORM PANEL ,•-• XISTING- SEE MIN. Z J fa �,2 r SEPARATION I w'- GLAZING a m STORM PANEL a m FROM GLASS ,� a SEPARATION a a = `- ' TABLE 2 a Q L1 0 3. FROM GLASS TABLE 2 Z FI Z e o 0 41 Io f N N `1 �..,y.a/MAY BE W W N iga N] P41:1' i w �':%<;{.<`.''s'�''RREVERSE. w= .‘e,`a I. IP w.i, I I �a ,1,_.._._.�.._._._ \1/4"MAX. I• ''I m Cl CONNECTION TYPE Cl CONNECTION TYPE 1` _� I\ -- \ REFERENCE ANCHOR REFERENCE ANCHOR ' , 'n X4,2;"-'-' , SCHEDULE FOR MAX. SCHEDULE FOR MAX. _� 1 1CONNECTION TYPE 1/4"MAX. SPACING SPACING n, 1/4-20 MACHINE BOLT WITH � REFERENCE ANCHOR /� LOCK NUT @ O.C. SCHEDULE FOR MAX. EXISTING CONCRETE, OPTIONAL (TYP.TOP 8 BOTTOM) SPACING HOLLOW CONCRETE BLOCK O,, C1 CONNECTION TYPE LEG DIRECTION WOOD FRAMING.SEE DETAILT) REFERENCE ANCHOR OWALL MOUNT SECTION SCHEDULE FOR MAX. 5 , SCALE:3"=1'-0'• O BUILD OUT SECTION SPACING O BUILD-OUT MOUNT SECTION o$ SCALE:3"=V-0" m SCALE:3"=V-0" i • EXISTING CONCRETE, EXISTING d EXISTING SEE MIN. _ HOLLOW CONCRETE GLAZING d• GLAZING STORM PANEL , BLOCK GR WOOD Z J SEPARATION w w FASTENER(al 6"O.C.OR FROM GLASS a m & EDGE CONNECTION TYPE a a ♦••••• g @ 12"0.C..BUT DO NOT TABLE 2 F- ♦ •♦ EXCEED ANCHOR `}' DIST. REFERENCE ANCHOR F i ♦♦ K� ,I♦♦ 2q SCHEDULE SPACING. „1j��Q�( Q SCHEDULE FOR MAX. SEE MIN. a ♦ �• /C • USE REMOVABLE ANCHOR ,. �`k. SPACING STORM PANEL Q of ♦ E4::::.S �r — WITH KEYHOLE WASHER _ _ w w ► `02��\r1,0./�,f; 1/4.. SEPARATION in 7 ♦♦�%b C£� F•'.� •o$ OR ANCHOR WITH WINGNUT Z-,NOMI•;.,Tri :. y: FROM GLASS ❑ a m / .1�'�':"'"':"'.. MAX. I w'� NO.41961 - WASHER.LOCATE FASTENER a s rt• j i 1 TABLE 2 _ IN NARROW PORTION OF H . I u v • 1 KEYHOLE WASHER I Q E GLAZING w w 0 0 u, J.W.Knezevich neer Cl CONNECTION TYPE a 1 © I Z u m Z 1* I * •FLLIMPN lEPEl4196 O W -Ltnse No,PE 01961' REFERENCE ANCHOR �-� H-1 I a Q I E 0- t / SCHEDULE FOR MAX. � .;;..•„y M o a �� ice\ u vi ':q STATE OF • E O, I �Ot SPACING w w 0 _ j �•\ Y.I. I-J �,� -1/4”MAX. �t�i\�!pRlD4/� i Z STORM PANEL O m z ' 'CONNECTION TYPE '•<`ss/ONALEaG' 1 Win'- I Ea SEPARATION w= ANCHOR F SCHEDULEEFOR MAX. ♦♦♦♦...♦♦♦ Scale: AS NOTED FROM GLASS I` N u 'f� SPACING TABLE 2 u �,z FLOOR MOUNT SECTION ___ /Q F a Drawn by: ARV E a O SCALE:3"=1'-0" ` Q •477711 Date: 04/10/2015 ODIRECT MOUNT SECTION O CEILING MOUNT SECTION J InaThis item has been electronically signed and sealed by J.W.Knezevich,PE on 8/9/17 1 ,.V\GLpLL� K15��107 SCALE:3"=1'-0' SCALE:3"=1'-0" using a Digital Signature. Printed copies of this document are not considered signed ::lXi and sealed and the signature must be verified on any electronic copies. HURRICANE PROTECT ON sheet Sof a • -' iC1.CONNECTION TYPE u 1,m =ID REFERENCE ANCHOR Z ,m SCHEDULE FOR MAX. F LL m SPACING w I- ALUM.STUDDED ANGLE S va am-/da °a r�,'" ;• 0 i W/1/4-20 STUDS 0 ,n i emu o S � "fi •_ Cr @ 12"O.C. W w z q. . EXISTING CONCRETE, + H• • EXISTING /J P a„r g GLAZING :n 7 I ,n .5 o'"" HOLLOW CONCRETE BLOCK OR /1 ,.L': w w o `� 'g WOOD FRAMING Z-� SEE MIN. 0 LI w Lm i l e a .ao. (TYP.TOP AND BOTTON) -! �;t' 0 ¢Q STORM PANEL (IO O Im N z'ms`�„' a F• SEPARATION yl / _ W'�$a x CC FROM GLASS z Z '!' 0 ��t' o w TABLE 2 Zr ¢ '�..115:' _r� �'V_ 'N • � •• .;.rt, p m/ L_ \_ , , ` C4 CONNECTION TYPE � Nr EXISTING V. w w 1/4"MAX. ��` UN I82 yl= ,,\�� ` �.qq SCHEDULEEFOR MAX. Z�^ 0 In CO NNECTION TYPE ' SPACING Mil Y.81 SEE MIN. u m � REFERENCE ANCHOR �� ® ,� STORM PANEL Q F SCHEDULE FOR MAX. SEPARATION _I a 41S SPACING F, FROM GLASS I- a XISTING CONCRETE, EXISTING CONCRETE, .� TABLE 2 , HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR WOOD FRAMING WOOD FRAMING OF"TRACK MOUNT SECTION FLOOR MOUNT SECTION W O O BUILD-OUT SECTION ZZ SCALE:3"=1'-0" SCALE:3"=1'-0" L Q •p _g `�'s- SCALE:3"=1'-0" ^Ys- O_ 1".2 w w EXISTING E w a 2".2" 0: J o .0055"6063-T6 STORM PANEL I Z u GLAZING OZ m o :PP EXISTING CONCRETE, 2".4" ¢m HOLLOW CONCRETE BLOCK OR 2".5" ALUM.TUBE SEPARATION 0 a¢ SEE MIN. Na< y >gu WOOD FRAMING b FROM GLASS I� HSTORM EMB •CONNECTIONENCH TABLE 2 ¢ SEPARATIONL tub] .o a-, REFERENCE ANCHOR I O w Or L.:4 w 7SCHEDULE FOR MAX. V FROM GLASS u Z -�"2�`1,�- SPACING9 ,. N 7TABLE 2 �� o2e&••„ff�.,, !Erl w0 c a, ■i 110,0 ___ 1/4'•MAX. ,� cs+-� I 0 w ; I J 1/4” 4.1.-j ?gam 40k �\ ,tr __ I J`. �� ` I Z I_ MAX. azqL\ , I wJv \ �`".■I, ¢ it p. t 1/4-20 S.S.BOLT co e C ( i� N �sY� � 8 NUT(m 11"O.C. ca N E NI `' `' a¢ 1. ME`3�l_______ i.._.._.._ \ N � .C•.li DOUBLE 2"x 5"x 1/B" EXISTING rM . ��wwWlV -1/4"MAX. o '` I CONT.ALUM.ANGLE c GLAZING 0 : EM: Cl CONNECTION TYPE �.\`' f2 CONNECTION TYPE II REFERENCE ANCHOR o\\,, II REFERENCE ANCHOR SEE MIN. i--I SCHEDULE FOR MAX. II, SCHEDULE FOR MAX. STORM PANEL SEPARATION I w o b ,SPACING \� ;s' Z SPACING FROM GLASS I� w= 1".2" 11 E TABLE 2 IS u 2••.2•• II w .0.055"6063-T6 ALUM.TUBE 2".4" Ez 2".5" EXISTING CONCRETE, a O INSIDE MOUNT SECTION HOLLOW CONCRETE BLOCK WALL MOUNT SECTION OR WOOD FRAMING OWALL MOUNT SECTION `�N • O SCALE:3"=V-0" y'L M SCALE:3"=1'-0" o SCALE:3' =1'-0" WOOD ROOF TRUSS .NE 1/4"0x MIN.5"LONG o N TWO 1/4•'0x MIN.4"LONG STAINLESS STEEL THREE 1/4"0x MIN.4" OR FRAMING MEMBER WOOD LAG SCREWS Tn 4: WOOD LAG SCREWS CO 24"O.C.MAX.WITH LONG WOOD LAG SCREWS 1-1/2"1-1/2" CO 24"O.C.MAX.WITH > EXISTING 1-3/4"MIN.EMBEDMENT INTO EXISTING STUDS Cal 24"O.C.MAX.WITH 1-3/4" �� 2-1/2"EMBEDMENT °' WOOD FRAMIN EXISTING STUCCO 1"x 4"x 1/8"x CONT.ALUM. EMBEDMENT INTO WOOD FINISH OR PLYWOOD Z A INTO WOOD MEMBER CC i MEMBER r 1:. TUBE WOOD ROOF TRUSS SOFFIT o TWO 1/4"0x MIN.4"LONG � ;,' 4114 x 3/4" 1-1/2.1-1/2" OR FRAMING MEMBER rills 1�'ll"`^ TEK SCREW 31'',& �' I WOOD LAG SCREWS •■ • HALL BE PERPENDICULAR EXISTING • �, I I'=" 0 � @ "O.C. �� TO THE PANEL FACE GLAZING w I I @?/2"E•MBMAX.Wljl� s1 •• I I,_.._.._.._ -1/4"MAX. EMBED. ' "�" �.�, ' �� , • INTO WOOD ME EpE K� x •• -- �� i_!; �� STUCCO ��k s14 �1i?_�{"� • CEA w w FINISH TING PLYWOOD rMil "-- I1/4" • ,• 1,' Fti i, I 1, ¢m � i�� ' SOFFIT1"x 4"OR 1,"x 6" iliMIN1MAX.• fNCti 4•i '�:� a¢ 4" 062"CONT.ALUM. © j`'-""j u 7W,inezeivich _ W. I MAX. TUBE(6063-T6) I 1114 x 3/4" 1z M ? Pry/aslonalEn6Pee • ,I,.`,�s' COO CC I „•• r•-"- :: ._...• 1kL Ucensa No.. _ I* ePEAl IIIA I ia�...gl �. �'11�,. o w TEK SCREW �vl N s 9C II • I�tfit;;;Ii= I. 12"D.C. mor ••01 STATE OF `ice i EMBEDMENT —� I© '� 4114x 3/4" - "• SEE MIN.STORM @ A 4 O w O 2"x 5"x 1/B" I TEK SCREW 4z u! PANEL SEP.FROM BETWEEN II;I w= x CONT.ALUM. I @ 12"O.C. :E�a 'GLASS TABLE 2 TRUSSES �X¢w •Ch\F•t t"moi/ •i..t,c;:; u ANGLE OR 4" BETWEEN az,"'"+ Ep¢o •• �s aR10 ,. ��� OEM x 1/4•'x CONT. .�` „� m z ALUM.FLAT TRUSSES �� . i J •••sIQNAt�\�• • EXISTING r'. ¢ xr n ••••7tele A5 NOTED GLAZING I E I EE MIN.STORM 0 u a EXISTING "¢¢ O BUILD-DOWN SECTION VI PANEL SEP.FRO SEE MIN.STORM PANEL I GLAZING I GLASS TABLE 2 �� R SCALE:3"=1'-0" �� ;1} Drawn by: ARV SEPARATION FROM GLASS * •iE7�911 Date: 04/10/2015 TABLE 2 CEILING MOUNT SECTION This item has been electronically signed and sealed by J.W.Knezevich,PE on 8/9/17 •` �,, wan w N, ©BUILD-OUT SECTION ®SCALE:3"=1'-0" using a Digital Signature. Printed copies of this document are not considered signed �° KC15-0107 SCALE:3"=1'-0" and sealed and the signature must be verifiied on any electronic copies. HURRICANE PROTECTION sheet of 8 ,F VZu� � r LOCK SYSTEM IN PLACE USER WITH Imm rise J`a • • • WITH A THUMB SCREW �" GLASS OR OR TRUSS HEAD BOLT. 1/4-20 x 3/4" >I-,Z i.$ DOOR w w MACHINE SCREW �` ."1!-n.. u ia SEE MIN. 0 - WITH.675"x.675" W .�Elf.; Z m - 1 x 125"SQUARE • dao STORM PANEL a.< c 'ire' SCREW HEAD �� N �•m d SEPARATION F f- '�M _ Q N Z '�'" 1/2"0.0.x 1/4"I.D. 3/16" Oen NYLON BUSHING __,� FROM GLASS I/ ce w Ocf+�e� 1 a W VO1a E o`e TABLE 2 I •— m _ `.: ' 1/4-20 x 3/4" o c — OR 1/4-20 S.S.NUT ITYP.I ' a' 00000.0001101.°11°11." 1 �l '� .‘-'-'1' . V1"r I MACHINE SCREW wo --_ 1,1 ,' WITH.675"x.675" wu- `�L. Q as �i'' I DETAILL w 2 '►. 'z.125"SQUARE • ul , =,Z w�3._ il :Vile ice` ` SCREW HEAD z4 I. kr!, x Z 5/16"I.D.AND �I YLL a `\ 1/2"O.D.x 3/16" tp �J� ® .F i�E: w MINIMUM NYLONe Ill! ' 4,0 S a` Cl CONNECTION TYPE MIN, BUSHING OR 1/4-20 �<lb re P(' J :9 1/16" NUT(GALVANIZED) MB• REFERENCE ANCHOR \ W g SCHEDULE FOR MAX. C-TRACK BLOW UP ZZ n XISTING CONCRETE, SPACING S2 Hm HOLLOW CONCRETE BLOCK OR SCALE:HALF SIZE lit, C-TRACK ASSEMBLYa SWOOD FRAMING 53 (ISOMETRIC VIEW) FINAL `rV1 8 J C-TRACK ASSEMBLY-INSIDE MOUNT NOTE:USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN ON.T.S. LOCATIONNI- " I O q q 51 "h"HEADER OR"U"HEADER TOP MOUNT OF STUD 1� SCALE:3"=1'-0" r/l u • • 7 W�o SHUTTER OVERLAP SHALL BE < i!o � tlA •MINIMUM OF 1.5 TIMES THE FASTENER L5 12"O.C.FOR DESIGN LOADS w SIDE CLEARANCE BETWEEN LESS THAN OR EQUAL TO 110 P.S.F. @ c & I`_� THE SHUTTER AND WALL 8"O.C.FOR DESIGN LOADS GREATER .F 1/4" THAN 110 P.S.F.(SEE ANCHOR SCHEDULE e6 E 7•MAX. 1/4" FOR ANY ACCEPTABLE ANCHOR) 1/4" :zc:.vb, ,�., MAX. 1/4"MAX. ..y;A; o a MAX. % fi/' ALUM.ANGLE Q FASTENER @ 12"O.C.FOR �''� "MAX 4 z UILD-OUT CLOSURE PIECE DESIGN LOADS LESS THAN OR EQUAL Y Yi DISTANCE 1"x2"z 0.125"MIN.TO EQUAL TO 110 P.S.F.&@ 8"O.C. ALUM.ANGLE EXISTING CONCRETE, I•; 2"x 5"•x 0.125"MAX. FOR DESIGN LOADS GREATER 0 CLOSURE PIECE rs� HOLLOW CONCRETE BLOCK c"asa ..txs THAN 110 P.S.F.(SEE ANCHOR Y OR WOOD FRAMING. EXISTING CONCRETE, 4; W SCHED.FOR ANY ACCEPTABLE 1"x 2"cc 0.125"MIN.TO HOLLOW CONCRETE BLOCK''� m ANCHOR) 2"x 5"x 0.125"MAX. XISTING CONCRETE, OR WOOD FRAMING.SEE s W HOLLOW CONCRETE BLOCK ANCHOR SCHED.BASED LOR WOOD FRAMING.SEE ON TYPE OF STRUC. W ` ANCHOR SCHED.BASED g ON TYPE OF STRUCTURE c 3 WALL MOUNT CLOSURE DETAIL ©BUILD-OUT MOUNT CLOSURE DETAIL O TRAP MOUNT CLOSURE DETAIL o ma L SCALE:1-1/2"=1'-0" SCALE:1-1/2"=1'-0" SCALE:1-1/2"=1'-0" '� mmmmmmm ti � - EXISTING ••• 1�iEzEl/••. a g E�X���S5 NN l� BAY WINDOW • • S iC • -. WINDOWG �N;,...'��GENS� 4,j:$ 1/4-20 S.S.BOLT 0 1/4-20 S.S.BOLT NO.41961----',---I-_ &BOLT&WINGNUT &BOLT&WINGNU • J 040 Cd 24"O.C.(TYP.) 1/,4-20 S.S.BOLT (ul 24"O.C.(TYP. 0 ii * 1,W,KneLevich &BOLT&WINGNUTLtnse No Engineer 24"O.C.(TYP.) 20 GAGE STEEL • {LL�nse No4 PE 41961 BENT PLATE i 1"OVERLAP • ; STATE OF �- •20 GAGE STEEL _ OR 2"x 2"x 1/8" • )\ •BENT PLATE 6063-T6 ALUM.OR 2"z 2"x 1/8" O BENT PLATE 4 •I. , 1ORIDP..''�C... 1� ANGLE 6 ALUM. MAX. • s'•••,."_....."... 0 ANGLE 1"OVERLAP 4:40NALEN•• O CORNER CLOSURE DETAIL ••*•••••• 4•. U3 Scale: AS NOTED SCALE:1-1/2"=1'-0" Drawn by: ARV MAX. This Item has been electronically signed and sealed by d ` �, Date:w Da/1o/2 RV a CORNER CLOSURE DETAIL Q CORNER CLOSURE DETAIL J.W.Knezevich,PE on 8/9/17 using a Digital Signature. Q • e.bL Na r • SCALE:1-1/2"=1'-0" SCALE:1-1/2"=1'-0" Printed copies of this document are not considered signed Armor KC15-0107 • `J- and sealed and the signature must be verified on any electronic copies. HURRICANE PROTECTION sheet 5 of 8 S I 5"LONG HANDLE TA RIVETED TO PANEL =- Cl CONNECTION TYPE REFERENCE ANCHOR 1,_2.. y+'�‘2,724.,‘ SCHEDULE FOR MAX. V 3 SPACING 3/e"0 HOLE FOR 0:::-.48-5 cO ` FASTENINGPANEL uEPUNCH1/2"x1"HOLEIN I - �� ,..:.#1...,7".::.:° 3BANCHOR SCHEDULE ADJACENT PAELSTO RECEIVE u•:;3: 14K THIS BOLT W/PM NUT.PLACE ° I r•• m W FASTBER MAXIMUM SPACING(INCHES)REQUIRED FOR VARIOUS DESIGN LOADS ANO SPANS iV \! in �7aN„ PANEL OVER EACH ADJACENT .,r tn, a, PANEL AND FASTEN WINGNUTS -'�,,-'L ., �� �QZm B U • FROM THE INSIDE EMBED. 7 MAX SPANS UP TO SPANS LIP TO SPANS LP TO UdO1 W LOAD ' ' 8'-0' 12-0' v•;; ANCHOR TYPE (PSF) \\\ is EXISTING HOLLOW UwaA R.: SEE (SEENOTEI) (SEENOTE1) (SEENOTEI) 9OTYP. 07 _ CONCRETE BLOCK " K NOTE? CONN3'EION TYPE CONNECTIONTYPE CO9ThI 'i10N'7YFE • _d�� Si (SEENOTE3) (SEENOTE3) (SEENOTE3) .. (MAX.PANEL HEIGHT=7'-4°&MAX.DESIGN LOAD 72.00PS.F4 YLLm 0.76"Edge Distance (� ©INTERIOR FASTENING ANGLE ASSEMBLY ® o. W SCREW x 1"MACHINE �/ C1 C2 p G C5 C1 (2 p CA p C1 C2 p G1 p` WASHERED W NGNUT @ SCALE:1-1/2"=V-0" STUD WITH , 48.0 16 16 16 11 8 18 14 9 6 5 16 11 7 4 4 72"O.C.(CONNECTS 62.0 16 16 13 8 7 16 11 7 4 4 16 8 5 3 3 TO ADJACENT PANEL) I� J DETAILS V]&ICJ NOTE: W o 76.0 16 16 10 7 6 16 8 6 4 3 16 8 5 3 3 r° THESE-DETAILS DEPICT THE "' 1/4°O LAG SCREW OR ( CONNECTION OF THE LAST PANEL 0. "'O' HANDERBOLT 80.0 16 14 8 8 5 16 8 5 3 3 16 6 5 3 3 111 FOR AN OPENING WITH PANELS 6'a MIS 1.7S PENETRATION 120.0 16 10 6 4 3 16 8 5 3 3 16 8 5 3 3 WALL MOUNTED 0 INSTALLED FROM INSIDE.USE M Ig ,°jA In WOnn WrIHn-nnn 5"x 2"x 1/8"x CONT. 2-1/2"x 1-1/4" OF THESE DETAILS SHALL BE IN W 0.75"Edge Distance STUDDED ANGLE WIDE NOTCHES CONJUNCTION WITH AN"h" P. ..i Cl C2 C3 C4 CS Cl C2 p C4 Co C7 C2 Cl C4 C5 (SEE SECTION Ti (TYP.BOTH SIDES) MOUNT. OR"U"HEADER TOP E `,g'3 a 48.0 16 16 11 9 7 16 9 6 5 4 15 7 4 3 3 . Z 1]"LLLI- • * ��P 62.0 16 13 e 7 5 15 7 4 4 3 11 s 3 3 v Q OPTIONAL INTERIOR FASTENING DETAIL(ISOMETRIC) _ •a 78.0 16 11 7 5 4 12 B 3 31 11 5 3 1 N.T.S. J I _ • & 1/4.0 TAG SCREW OR �sud' '' Q log a WINGER BOLT 80.0 16 9 6 5 4 11 5 3 y`„.10. 11 5 3 q N MIN 1.75"PENETRATION t„.` '',M co a a INWOOD WITHG=0.42 120.0 14 7 4 3 3 11 5 3 11 5 3 , ANCHOR SCHEDULE o L i76"Edge Distance -__-__ ANCHOR NOTE: eD W FASTENER MAXIMUM SPACING(INCHES)REQUIRED FOR VARIOUS 061GN LOADS AND SPANS ClC2pC4 :C 4 ri 7 3 CA CS C1 C2 C3C4C4 C5 c 48.0 16 6 5 ?' 9 Oaf �. U SEE SHEET FOR ANCHOR NOTES. 7 MAX SPANS lPTO SPANS UP TO SPANS UP TO 62.0 13 6 4 7 3 •.Z./T,„:4- 5 1i - Cr LOAD 7/16°0 BRASS WOOD ,� �° t-., y 5'-0' 9'-0° 12,0° BUSHING W/7/8"EMBED 76.0 10 5 3 -4k`+ 6 filo, F 5 X y ANCl10RTYFE (PSF) t 1.: SEE (SEEN3TE1) (SEE NOTE 1) (SEENOTEI) IN WOOD WITH G=0,55 ,1. • , 90.0 8 4 qx.'734 5 .y�, �',g77 5 .f .y� N CY.JrIpNTYPE COM�fpN TYFE �FAFCnONTYPE O 120.0 8 3'3 5 297 'gat 5 '.y W NOTE? 0.76"Ed a Distance - (St3=NOTES) (Sff NO'TE3) (SEE NOTES) 3 w 9 W 2"Fuge Distance r13234.1:--M)3-41•1P c1 cz p c1 cs Cl cz p c1 cs c1 cz p c1 p C7 C2 C3 CA CSC C2pC4 C5 CI C2pCA CS 48.0 16 16 16 16 16 16 16 11 13 10 16 13 8 10 7 48.0 16 16 11 16 11 16 10 6 9 6 15 7 4 6 4 C'5 �rr�--�����__ ca., 1 . 62.0 16 18 15 18 14 16 13 8 10 7 18 10 6 7 5Y 62.0 16 14 9 12 9 16 7 5 7 5 12 5 3 5 3 T 4 w 912STAINLESSSTEEL 'j ]/4°0 ELCO PANEIMATE PRO OR 76.0 16.16 12 15 11 18 11 7 8 8 16 9 6 7 5 Z SMS W/2"EYEWALL 76.0 16 11 7 10 7 13 6 4 5 4 11 5 3 5 3 C O ARMOR INSERT W/2° FEMMEID W/STALGA-78'EMB 90.0 18.18 10 12 8 16 8 8 7 5 18 8 8 7 5 y 90.0 16 9 8 8 6 11 5 3 5 3 11 5 3 5 3 OR STAINIFSS STEELW/1.7/8•EMBED SCREW D E. IN „ IN WOOD WITH G=OS5 120.0 16 12 8 9 7 16 9 6 7 5 16 8 6 7 5 § GROUND&-OOT 120.0 15 7 4 6 4 11 5 3 5 3 11 5 3 5 3 R �mI2� W 0.76"Edge Distance O W 2.5"Edge Distance ...,%'` UZO*♦ kg ttn111tn i1114nn5t, Cl C2 p C4 C5 Cl C2 p C4 C5 Cl C2 C3 CA CS YC • Cl CO CO CS CS Cl CO CO CA C5 CI C2 CO C4 C5 • Nr I.• •48.0 16 16 12 12 9 16 11 7 7 5 18.8 5 5 4 O e°,,,;�yy,i..:,,.;a;g;," 480 16 13 9 16 13 16 7 5 13 7 12 5 3 10 5 . %°:r V E S S.,C" ♦:5 _____ :t1M1l1t1lnitill il}lr• - �° _ 620 16 15 9 9 7 16 8 5 5 4 13 6 4 4 3 O 620 16 10 6 16 10 12 6 3 10 5 9 4 `, ' 7 4 I. NO.41961 R 76.0 16 12 8 7 6 14 7 4 4 3 13 8 4 3 3 76.0 16 8 5 15 8 10 4 3 8 4 9 4 7 4 a r . 914 WOOD SCREW OR 5/16°O ELCO ULTRACON ; J.W.Knezevich #14,10945 80.0 16 10 6 6 5 13 8 4 3 3 13 6 4 3 3 W/VS EMBED IN 90.0 15 7 4 12 7 9 4 y 7 4 9 4 9 7 4 0* I * rMsslonal Engineer WI 1,5°EMBED IN GROUTED BLOCK �y� • Lyme No.:PE 41961 WOOD WITH G=0.55 120.0 16 7 5 5 3 13 6 4 3 3 13 6 4 3 3 120.0 11 5 3 9 5 9 4 ' 7 4 9 4 ,..4.y 7 4 /1 STATE OF �� 0.76"Edge Distance 13` 1OIIIMI1in91wn• W Cl CO CO Ca C5 Cl C2 CO C4 CS Cl C2 CO C4 C5 iO s..a0R10P G`� ♦• ' -OilW1111]11Wtb� 62.00 16 11 l e s 13 8 4 5 3 10 a 3 3 ♦♦..S�ONALE00.. ut62.0 18 8 5 7 5 10 4 3 4 3 7 3 .'�,4•., 3 V ♦.I...... 914 WOOD 0 78,0 15 7 4 6 4 8 4 l e^ 3 7 3 a''' This item has been electronically signed and sealed by Scale: AS NOTED ��yy�� • C�1,5410SM5 90.0 1z B 3 5 a 7 a r 7 3 • J.W.Knezevich,PE on 8/9/17 using a Digital Signature, d r.. Drawn by: ARV w00D Wm1 1 1 2 120.0 9 4 3 7 3 7 3 1" e. •'[i7711 Date: 04/10/2015 Printed copies of this document are not considered ` w i{Aii No. signed and sealed and the signature must be O KC15-0107 ra verif'iied on any electronic copies. HURRICANE PROTECTION sheet 6 of 8