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HomeMy WebLinkAboutProduct Approval -- 1 4" 1 4' Min. E.O. Min. E.D. (4) ANCHORS 3"x3"x1/2"x0'-4" 2" _--_- (`(SEE SCHEDULE/1) (SEE SCHEDULE On (SEE SCHEDULE#1) I (6061-T6 ALLOY) ©SEE MA2IMUM(G(INTERIOR)&C7(END&'INTERIOR)TRAPPED MOUNTED MUUJWW EDGE OF SLAB 1 ,EDGE OF SLAB P 3" Alum.ANGLE EA 3" SPAN CQJERED"BY SCHEDULE 16'FOR'INSTAllRgN CASES 1,Ia&IT ON SHEET IF APPUCABLE 1 I IIF APPLICABLE WM I IB i SIDE w/(2) 1/2'0 25. \IK.,,,. .\ lig. ;1�) �\ 1‘,\ TORU BOLTS �1 �y Die (UNITED LOAD,MULLION SPACING AND SPAN INSTALLATION). 1,1,. 1,1k ► /^n, 4'EXII:RIOR --_ ISD011al OIEEI -RESIDENTIAL U*MUM ASD�OESIGNUPRESSURE RANK B T-- It 0 liii E 12'-G MAXIM 4UWON SPACING. li 3' �v �� 1.._POURED CONCRETE 3'x3'x1/4'x0'-8' "- "- ` SEE.SCemus t1&#2 FOR ADDITIONAL SPECS. ii (Fe" 3 Ksi Min.), (6081-T6 ALLOY) p((�iOR II SEE SCHEDULE #1. Alum.ANGLE EA. SIDE 4� �� 1 1/2" ® 11111 i IoTAIAICN 1 4-RESIDENTl4.AND CO MERCK APPLICATION W/#60.0 psi II I W/ (2) 1/2.0 THRU `.i v MAXIMUM AS.S.DESIGN PRESSURE RAINS,8'-0' A :BOLTS TO MULLIONS 11/2' WWII MULLION SPACING. II I I r--6' � SEE SCHEDULES II&.2 FOR ADDITIONAL SPECS.. EXISTING ! ALTERNATIVE SECTION X1-X1 W!(G�* �inie MUNCH off G-COMMERCIAL APPLICATION FOR&100.0µ9.I.MAXBIOu ASD. I" GLASS n I �___■ 11/2' LESION PRESSURE RATING,8'-O'.MAXIMUM IMAM 1" i � �r7 SPACING.SEE SCHEDULES#1'A 2 FDR AD1mRuuL z -'II Mn.iI (4"x6" INTERIOR MUWON ONLY W/ ORIENTATION fi 2) I `' 11/2. SPECS; F N i 1 ! Q OR.G1 (2)ANCHORS �� 54 'I 3'x3'x1/4•x0'_8• 1 (SEE SCHEDULE j2) 2" Y' zw L ; (6061-T6 ALLOY)—` • ALTERNATIVE SECTION X1-X1 W/ Col cn II s Aum.ANGLE EA SIDE , © 3" ET IIW/ (2) 1/2"e THRU�` o u BOLTS TO MULLION q.12 MI (4"x8' INTERIOR AND END MULLION W/ ORIENTATION N 1) c‘4 Ila IV , 1111/. Q/8 or 1...."-- .....--'-=.- -........-'-.- "I a• SCHEDULE /t Q/8 or m MN.SLAB NN.EDGE INSTALLAATION THICKNESS ANCHOR TYPE t SIZE(TTP.TOP&BOTTOM) MIN.ANCHOR Dlsw�cE in, o R/8 or ii R/8 or (4) ANOI10R5=\ "=.--..„,.. " CUE' RUM. EMBEDMENT ARCHER ty i II I I R'/8 (SEE SCHEDULE d1) Oil 1 1 2' R� 8 li ' r"a / 3/BY NU.R INC HUS-H SCREW&3/B'f POWER FASTENER f to 11 1 ) v �� WEDGE-BOLT ANCHOR FORA&®(INTERIOR)MULLIONS 2 1/2' 5 1/2' li 1 1/2' W/ORIENTADON/2. Z I 1 4' . I I -6•— # I/2'eHILD INC NUS-it SCR &1/2'4-POWER.FASTENER I: ALTERNATIVE SECTION X1-X1 WI -BOLT ANCHOR FOR (END&,INTERIOR)NUWON 3_._____6 ® 0 I ( v Wf ORIENTATION/1. Xl it I I Xl (4"x8"'INTERIOR MUWON ONLY W/ ORIENTATION // 2) V2'B HILI INC KIRK BOLT 17 ONLY TOR©&®INTERIOR TOP F10TTON IAIUWONS W/ORIENTATION#2)&®(END MULLION W/ 2 1/2' 5 1/2' (TMP. / )!ii ' (1YP.TOP/BOTTOM) ORIENTATION#1). A _ 3'x3 x1/4 x08' IA 4• 1/2,0 HAM INC HUS-H SCREW&_,1/2-0 POWER FASTENER II !� (6061 TB ALLOY)Num - WEDGE-BOLT ANCHOR FOR(G)O y(MM OR INTER03 3• 8' II �..:�. '3" ANGLE EA SIDE W/(2 T�vA T- 1. MULLION).W/ORIENTATIONS I OR#2. rUrl 1" 1/2•P TA BOLTS TO U i®i,v 1/21 HILTI NIC KW1K BOLT TZ ON FOR OO&Q INTERIOR _ , MULLION lJ MULLIONS W/ORIENTATION/2)&E6(END.PHNOM W/ 3 1/4' 7 1/2' T (vAr ORIENTATION/1). // UB ® 6`B•EXIfR11JR N6" 1/x'9 184R MC HUS-H SCREW OR 1 N SCHENF3t FASTENER EDGE OF SlA8I WEDGE-BOLT ANCHOR SEE.+NOTE ON SCMFON IE N }, IIF APPLICABLE SHEET ORIENTAIONS FOR OR C2 INTERIOR's PO ER &'� His,E.O. Min. E.D. I ./ IF APFUCABLEI'"'-(SEE SCHEDULE Q1) (SEE SCHEDULE #1)-'I - C (4) ANCHORS ®1 n SCHEDULE /2 POURED CONCRETE (SEE SCHEDULE#1) " LAI 1' (I'c= 3 Ysi Min.), M21•BM SEE.SCHEDULE 191. 1 1/2'--.; r-4' 3" * i 5 oN MIK. ANCHOR TYPE&SIZE(TIP.TOP A BOTTOM) �B�W R D FOR EASEENT Amapa ALTERNATIVE SECTION X1-X1 W/ G s/B1 EBLTIINCNus-H SCREW&5/ON POWER FASTENER L.k-H -. 2 t/2' .7 I/O' FLOOR TO CEILING/TRAPPED MOUNTING:MULUONS CG)OR lG� r''' WEDGE-BOLT AAxHOR SECTIONS W.1 (4'x8 INTERIOR'.AND END MULLION ONLY,. •.J) •Z FLOWDA BUILDING CODE(Non Mgt}Velocity Huniccne Zone) 03017TILTECO INC +4�TYj� Q END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* `�) E Nautilus °�L �' ' No.44167 " APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS4ii►�:RefungsGuer4sfom wpoi IILIECdIMC,\ 5.. STYLE: 1/8"= 1' `91. L 'A,Q� �� 'TILIlT TESTING&ENGIHEEI1INC�OYPUIY EXPERT SHUTTER SERVICES INC. _ O 6 1Y ).'�t4 ''A lea Q"ce.xry ops 10 a.n 1626 S.W.MalaRE STREET' 17-244 n41v/ R iw,:OWNOI-:SW.ra:L�IWI-mI t, e- Z ON3soeoel.co,n PORT ST.LIME.ti]4984 OW1NC N. • SIDE RAIL AND BOX NOT +CA7/ �6�ej11R EB-o066719HALRn'E''moo 7+o-1me.DX.(n)m+-cm e.. SHOWN FOR CLARITY �����N/Q�} E ( 1La�'woA L* /44167E' �. +e 1.m loves • sign RAW 76 P.E-`^'i+'!!'J$ rDATE ( T EDGE IF APPUCASLE 2"xMUWON DEPTHx1/8"Cont. 1 \ \ 111 -ALUM.TUBE(TOP do BOTTOM) W/ 1/4"4x3/4"mg BUILDEX TEK SCREWS 5/16"0 TAPCON5'XL W/2.1/4` 7 3E4" W/ 1"0.0.x0.060'GALVANIZED STEEL MIN.E.D. 2 1/8" \ Min. EMBEDMENT W 24"o.e. WASHER 0 24'oc. Min. ED r :+� I I I I I/2" \I i :1 ` ..,, EDGE IF APPLICABLEI iir { \ I \�,/ .- �. 4'—"'' EDGE IF APPLICABLE CONTINUOUS POURED--� 7 3f4'Mn. ED. 1 2" �1 7' CLk1CRETE(t'c.=3 to Mn.) 10" 2` � 2"= 8"M n.THICK REQ'D. ♦ __ ......... ..... 111.1110i 7,3/4"M[n.9_, z"1 1 \. l ►`C:� ^ END CAP formarIMI 2" �L� ice"'—'Aii POURED CONCRETE w 7 3/4' (fc = 3 ksi Min.) fD POURED CONCRETE Min. ED. E0. EP• 6" Min. THICK REQ'D. (f'c = 3 ksi Min.) ��� 4'MOOR 4• 8" Min. THICK REQ'D. Mira' v Vv` \ \\\� '`) EXTERIOR � 'OR u i 2.. �\�� 0OR. G1 �..''1 4»iNN G®OR G1 N ® ii i ® I y» ��» 7 3/4"Min. E,.. 2""�� 7 3/e Min. E... T l4"x4'x3f8' Qf8 or ii Q,8 or / ! _ �R/$ Of U 1 I R/8 Or �j\ 4`z4"x3/e"(6061-T6 ALLOY) (6061-T8 ALLOY) out R`. ii 1 1 R78 B./ 'Alum.ANGLE EA SIDE. EDGE IF APPLICABLE— 'Alum.ANGLE EA. SIDE. i z EDGE IF APPLICABLE'.,/ .gito EXISTING irk,. I I 0(WALL MOUNTED SHOWN, MAY BE SECTION X2-X2 W/0O (G�* ALTERNATIVE SECTION X2-X2 W/a OR C�* o= GLASS ''ll ALSO INSTALLED TRAPPED MOUMEO n I PER SECTION R'—R' ON SHEET 6.) (END & INTERIOR MULLION) (END ( INTERIOR MULLION) n W ORIENTATION 2) o, , i I (W/ ORIENTATION 1 1 t/I6'\ (4%6' or 4"z81 ) Mme. Min:.ED I I 1/2-x1 1/2'xO.Q62"xCONT. ALUM. (6"x4" or 8"x4") 7 II ANGLE W/ I/4"0x3/4" 11W BUILDEX 'A. MIN.E D. ��-\,_�3 TEN SCREWS W 24" e,c. TO TUBE. I '. ill1 1 J2 .. ...I ,i • SIDE RAILQ NOT SHOWN.FOR CLARITY 7" CONTINUOUS POURED \ I Il " 1�. CONCRETE(re=3 ka Mn.) \l 8"Min. THICK REO'D V � v X (UP.TDPlmiimi) t 1/2- I---------\:111: 1 1/r (DP• /BE1104) "A 7t" 7 3/4' 4'44"x3/8'x0'-10'(6061-T6 ALLOY)Alum.ANGLE ' 714/1 -- MIN E:D. . E0 EQ EA.SIDE W/(2) 3/4"0 THRU BOLTS TO MUWON. .� ,✓"""'•,,,,, �„,/�l"- \ &(2)3/4"a KWIK BOLT TZ EXPANSION ANCHOR X4''"*•‘4..J,\�' L9E P 1. FLORIDA BUILDING CODE(Non High Velocity Humcane Zone) \k\:\ \\ \ \ , YI S'Min. EMBEDMENT TO POURED CONCRETE ,1.V. .i7c WALL.(TYP.TOP&BOTTOM) W �" No.44167 •_ 02017 m1Eeo.INC. `4tFy. } Y'/� aRmC. EDGE IF APPLICABLE t*p .'I jY 4j �M� * * f �dliO: ReHngSAaftorS�stMm ae/x+lI7 WALL NIOUNTiNG:MULLIONS:{G�OR� I �IL.ECOtem.\ tATE POURED CONCRETE WALL `13'`,, € • �`" EXPERT SHUTTER SERVICES,INC. SECTION W-2 ` O $� TU • T ZC g aINEEE0'IN I' 1626 SW.6UT0000 0100ET &INTERIOR /'� M`•� �''t MULLION t!' nit p� T�L� /L�}'/� . �'�. ..A. p": �y� -sem,.'i7mwt-+as.re t cz6mr-471 PORT Sr ttxlE.cL.3+s64 1Z-244 END I1Y I tlIVR WALL MO IY I EI.7,iY14LLVtY'IYSTALLt11 ION% S�V A�..�,,,, `. a-ma®U aa4Wcam slUmaa:iia PROW.MOOT 749-0436.'P/it(772)5/1-0444 /� t4At1FR A.lttttL Jr.PE. �st j;; . P,E�ffieff indriNE/DATE RMA ttc..i 44167. _ f nnn �. �� SKET 11 OF 26 SCALE:.I/8".t" - a , I z • -1/4"0•3/4'TINY BUILOEX TEK SCREWS EDGE IF APPLICABLi — EDGE IF APPLICABLE2"uMULLWON DEPTHx1/8"Cont. W/ t'4.D.x4'o. GALVANIZED STEEL • ALUM. TUBE.(TOP & BOTTOM) W/ WASHER 6 24'o.c. 4" . .,::\-\\\,,, 1-s- . �"\`'I EDGE If APPLlCABtf 7 1/2" . E.O. —— T- 2 1 2 5/16'A TAPCONS XL W/ 2 1/4" _� 2" 7 t 2` Min.E.0 •• Min. EMBEDMENT 4D 24"o.c. " 2" li .. MIN. E.D. I. t" ., -- '7 1/2'Min. E.D. 2"-IlI 2"-i 2' 111.11198. '.`4I 1.211111 I 1j4• ..._� - -- C CD . 2' L„--111 POURED CONCRETE -` (Ib W 3, ksi Min.) I ( POURED CONCRETE 6" Min. THICKNESS • EXTERIOR 3 I/2" \ / (fc = 3 ksi Min.) 4".E1(IERIOR REQ'D. . I •- ,70 REQ D. THICKNESS ili -,--- _ _ 2" Nil... O aR® 2' is G 1 CONTINUOUS POURED-��.EQ.-^-EQ. ` 111111.1".."7r11I 4" •" � , " END CAP 7 1/2' 7 1 2"Min. E.•. — Min. 6.0. CONCRETE(f'c=3 ks Mn.)tA / 7 1/2'Min. E.D. 6" Min. THICKNESS z REtYD. 4" -""—"'— 4"x4'31/4" I .`_ 4"k4'xt/4' (6061-16 ALLOY) I {6061-T6 ALLOY) -'T •um.ANGLE EA.SIDE. o G OR G1 EDGE. -IF APPLICABLE Alum, ANGLE.EA.SIDE. ;EDGE IF APPLICABLE./ .\\\\\\N\\•\\\\ \\ • EXTERIOR =x- n ALTERNATIVE SECTION X2-X2 WI OR * ALTERNATIVE SECTION X2-X2 WI Col* (INTERIOR MULLION) (END & INTERIOR MULLIONS) o 6 ti (W/ ORIENTATION I. 2.) jW/ ORIENTATION 4 1) 0/8 or 0/8 or ' (4"x6" or 4"x8") (8"x4") <J R/8 or ,1 , R/8 or tow R78. II I Rya .d SEE MAXIMUM©(INTERIOR) &0(END & INTERIOR) WALL o y • MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR 3 w r 1 I (WALL MOUNTED SHOWN, MAY INSTALLATION CASES I' & IT' ON SHEET 25 o !Nis- I' i BE ALSO INSTALLED TRAPPED z cn EXISTING, ,i (LIMITED LOAD, MULLION SPACING'AND SPAN INSTALLATION): GLASS "~i I I MOUNTED PER SECTION R'.-.R' 0• ' n I I ON SHEET 8.) INSTALLATION CASE I' - RESIDENTIAL AND COMMERCIAL 'g .<\\\2 ti/2"'\\`�\,� 1 APPLICATIONS WITH 160.6 p.s.f: Min. El) 1" '" 1 1/2"x1 1/2"x0.062"xCONT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE 7 1/2" • • ,.-"- ." ANGLE W/ 1/4"4x3/4' 11W BUILDEX RATING, 1‘2.'-13" MAXIMUM MULLION MIN. E.D. t 1 TEK SCREWS €I 24" o.c. TO TUBE. SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR M — I ^--"'_ '- 1 i 1 4" POWER FASTENERS WEDGE-BOLT !I _, \ [� ANCHORS. 3 1'/2" 13 1/2"6" X2 INSTAUATION CASE II' - COMMERCIAL APPLICATION FOR ±100.0 X2 amm,,,, I p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-O" WP/8011T8) t 1/4^ 'VII I 1 1/a" LTtT't0P/9oTrw1 MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO C0�li1N000S POURED I CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. 7"1/2" L4"x4"x1/4x0'-6'(6061-16 ALLOY)Alum.ANGLE MIN:E.D. CONCRETE(r =3-I ^---,-EQ--1-EQ= EA. SIDE W/(2).T/2 o THRU BOLTS TO MULLION \ Mn.) 6"Min. THICKNESS\ & (2) t/2"e KWIK BOLT TZ EXPANSION ANCHOR SIDE RAIL )NOT SHOWN FOR CLARITY \�\�REQ'D. N> .W/3 1/4"Min.EMBEDMENT TO POURED CONCRETE ,, f�1 A.7l41 ., WALL„ (TYP. TOP&BOTTOM). Q "/ '3► aG VSa ,� FLORIDA BUILDING'CODE(Non High Velocity Hunioone Zone) EDGE IF APPLICABLE aaa' V WALL MOUNTING:MULLIONS ('Z OR( ozo17 F7Eco INC wa' • ..-'.6r: POURED CONCRt I I_WALL ` No,4416T - - Nautilus �� SECTION W2 • 1* = X440. RoWng$rivaer'systans c41/24/17I ILIE c a it ,` INGE QEND&INTERIOR WALL MOUNTED MULLION INSTALLATION'K _"°�` y1 ` AL, TILLIY JESTING a ENGINEERING COMPANY. EXPERT SHUTTER-SERVICES INC. Z aFP if rs .,;.6\'N"tie\ ""o itmnn-n17.le.Y°'"*,c` ':s�slxr,.. Pln IPO Tr T,LUCE.rF 13349 m�-ww 620 S.W.811.71.161E STREET 17"244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING'INSTALLATIONS SiO NA, '�►I4''4 1com T u.PE — d* -x N. SCALE:1/6'x 1' 10)644F/ I TURF/OATS FLOPWOA.Lin.,if 44167 'm-ram a/AA.lr • smEt mar2S a 9. I 'F. 1 a ... . g . g it) , z la 0-.... ,-.- — .; w n la • '-'44:16.11 C7,, . 0. 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L.- 1 d • s: ci --• 4 a ci 41 , tj ci i d w I i 7 rj , ..' i ... , e 2 ij • 2 I11 • `"''''.° ti.k 0 is:. c,•.- 1- 2 9\ a7 $?W -I La. ad ix m. n t t 0 Z.^....ta NZ 4' frZ 'rZ S.133HS NO.1-Ina3I4,s 33s) 0 L, ill 341.1 NOILY11ViSNI SIRL 80.i NVdS Nornm rtnyorm c, - 0“. 4.1 ...,- • I . 1 (>SEE MAXIMUM 0)(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Min. E.D. Alin, ED. COVERED BY SCHEDULE 14' FOR INSTALLATION CASES I. la & II EDGE OF SLAB r"—(SEE SCHEDULE#11* " (SEE SCHEDULE #1r1EDGE OF SLAB ON SHEET 25. IF APPLICABLE I ill W • / A. / fr, ..irAl,t1 .44( ' 1 IF APPLICABLE (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION CASE I - RESIDENTIAL.AND COMMERCIAL APPLICATIONS 1 - ran WITH *60.8 p.s.f. MAXIMUM A.S.D. DESIGN tt 3. ....i... ©, .3%.3"x1/4%0'-7' 1' I' PRESSURE RATING, 12'—O" MAXIMUM ii '''' POURED CONCRETE (6061-TE ALLOY) t 5' BIN ..r MULLION SPACING. 4 (F4.3 kei Min.), Alum ANGLE EA. SIDE I SEE SCHEDULE #1 FOR ADDITIONAL SPECS. SEE SCHEDULE #I. tAl/(1) 1/1"e THRU , 1 ti- t BOLTS TO MULLION @ ,.._:r..__..._____... ......H.F) MN =II INSTALLATION CASE bi - RESIDENTIAL AND COMMERCIAL APPLICATION 1 WI ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN , PRESSURE RATING, 8"-0" MAXIMUM MULLION Ex5TING---1 11111.111l i:- ENTER° GLASS • 1 • SPACING, t 1/2" OP, (ED SEE SCHEDULE #1 FOR ADDITIONAL SPECS. 1 1/2' P...... , . I C) / INSTAUARCN CASE U - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING. P 2 , , 1 I EXTERIOR I (4)ANCHORS------' (SEE SCHEDULE#1) 8'-0" MAXIMUM MULUON SPACING. SEE w i SCHEDULE 11,1 FOR ADDITIONAL SPECS, -x• 0,y) V ALTERNATIVE SECTION X3-X3 W/a* Q78 ,i,r Q1/8 (w/ ORIENTATION # 2) SCHEDULE #1 ,, (2"x7" INTERIOR MULLION ONLY) MIN.SLAB CO l ' INSTALLATION 'THICKNESS ANCHOR TYPE & SIZE MIN. ANCHOR DISTANCE ii • CASES REVD. (TIP.TOP & BOTTOM) EMBEDMENT ANCHOR 5111 l'i * SIDE RAIL 0 AND BOX NOT SHOWN 3/Ira HILTI INC HUS-H X IA FOR CLARITY. SCREW, it 3 4" 3/8'0 POWER FASTENER 2 1/1' 5 1/2" IIII -.1. WEDGE- BOLT ANCHOR g 7 X3 1/2'0 HILTI INC KWIK (1W.TOP/BOTT01.01 Pk TOP/ECTMI) la 4' 2 1/2" 5 1/2" (T BOLT TZ. u II ii II 6. 1/2"0 HILT!INC KINK 3 1/4" 7 1/2" 1 POURED CONCRETE BOLT TZ ett, ,t--.... 3" (fc.....3 On Min.), I. SEE SCHEDULE I. ......!- V/ ilir j'jir // /// EDGE OF SLAB /Ili' illi 1/ 'EDGE Or SLAB IF APPIXABLE1 Cr APPLICABLE LI Min. E.D. "m(SEE SCHEDULE#1) "-(SEE SCHEDULE#1) FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS a SECTION W-3 l'............ .,,,,-... ..00,* ... 14V,-*, -. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 02017 TATECO INC. 131f5t Nautilus DRAWN OT- 1-C. / 1 M.44167 1 1 / . ,,,,,:i.. * : \ i *t--.„ ---- - ----' / liLIEC 0 INC, 44"0.- liallikrShufferSystou 10/24/0 0 INTERIOR TRAPPED MOUNTED MULLION INSTALLATION EXPERT SHUTTER SERVICES INC. DATE TAW TESTING&ENGINEERING COMPANY APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS 1.94, :16-R 4 .61* 1 '23 itat'r'elt.Afitit2_1:1,0=stla,... 1626 S.W.GATMORE STREET PONT ST.WOE.ft 34984 * 17-244 .4.,.,c4; *•...........3.' 0-1114;1:Oter..o0onLeem ROME 000)749-IDOSO.FAX on)871...1,.. GRAMM No SCALE:lie..1' '-‘`94y6t,.__,4N‘Lif 1 ES-0006719 WALTER A.NWT jr.P.E. NM at 111:10111nal UK ,ay a. atIMITIMY OM menu Lit.I 441E7 i an ire. itao,Nr A i SHEET Mk or WS P. „I,miNE/DATE I g . 8 18 ZS Y 1 I4I: 8 8 h i alt 0 1 z , . c r4 k 51i! g 4odurt i 144317Agi ,. 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EMBEDMENT® 24"o.c. r"�,/ WASHER®24 o:m 4 3/2" MIN, E.D. 4 3/8" Mtn. E.D 1 MIN.E.D. 1__"___ II 1" ~r CONTINUOUS POURED �\� i 1 CONCRE}E(Fe 3 1� Lin.} 2' S 1/2' \ j 8"Min.THICKNM I � REQ`0. ‘011 2" 4 3/B. \ • !1 7 1/4" Min.1ED\� N\\\�\\\ \` 1 END CAP:! 4 3/a"IMIn. E.D. '' CONTINUOUS POURED `r CONCRETE(Pc=3 ksi Min,) I 2 8"Min.THICKNESS t'- . F...-,,, REQ'D. 11 Min. � EDGE IF APPUCABLE�i Git z= �i SECTION X4-X4 W/ G3 an I' (INTERIOR MULLION) o i .�}(WALL MOUNTED SHOWN. MAY W/ RIORORIENAMU 2 *70 Ii I \ " BE ALSO INSTALLED TRAPPED ( ) "• EXISTING G~i ) MOUNTED PER SECTION Q'-0' (2"x7") { ON SHEET 8.) • Nw o z tri ° 1 EXTERIOR 0 SEE.MAXIMUM 0)(INTERIOR) WALL MOUNTED MULLION SPAN o"1 r `� COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & H .7 II I V. II' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND Q'�8 i1 ' Q'/8 SPAN INSTALLATION): \ INSTALLATION CASE I' - RESIDENTIAL AND COMMERCIAL \..\\.2 11/2". N..\\\'\\\\\<\ Min:ED - � I 1/2"x9. 1/2°x0.062"xCONT. ALUM. APPLICATIONS WITH 160.8 p.S.1. 4 3/8" '--,----‘,:',-,-..18-t. ANGLE W/ 1/4'4x3/4" ITW BUILOEX MAXIMUM A.S.O. DESIGN PRESSURE MIN.E.O. L TEK SCREWS 0 24" o.c. TO TUBE. RATING, 12'-0" MAXIMUM MULLION V N SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR — X4 \ � X4 POWER FASTENERS WEDGE-80LT (TMTle +)3 1/2" f (m,toP/etmcu) ANCHORS. I ....._____—_—t._:\ .` — -- INSTALLATION CASE II COMMERCIAL APPLICATION FOR ±100.0 I" p s f MAXIMUM A.5 D. DESIGN PRESSURE RATING, 8'-O° 4 3/s' �— — * (2)3ja 4 Kvntc BOLT Tz EXPANSION ANCHOR MAXIMUM MULLION SPACING VALID FOR CONNECTION TO MIN.E.D. W/2'Min. EMBEDMENT TO POURED CONCRETE CONCRETE W/ HILTI INC KWH< BOLT TZ ANCHORS. 01.\"\\'' ,\‘:‘,„\\\..\\\\\\\\.\` WALL(1W.TOP& BOTTOM). , EDGE IF APPLICABLE-7 MNUOUS POURED ,•,rr,4 TIL SIRE RAIL pD NOT SHOWN FOR CLARITY CONCRETE(Pe=3 k4 Mn.) '. . ., ,.&,-� 8"Min.THICKNESS.REVD. ¢� ,''�G S��''% FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) WALL MOUNTING:MULLION. G3 ? NO.44167 ~' C2511 SIUECO INC. -4!!+, CRAM�% POURED CONCRETE WALL t *, a 1*w / %a,- Nautilus �� SECTION wa * aca ` l I!L I E C Q:me. �{/p aJJ►a mti 21/24/l7 �" ° 1` TIIAi7 TE37Wo B[ENGINEERMa COMPANY EXPERT SHUTTER SERVICES INC. M� Q INTERIOR WALL MOUNTED MULLION INSTALLATION �Ct7 ,�`�` .0,� kA, .„:, :�°� n-v ee tsisSW.BLTuaREsti r. 17-244 • �+✓ p��,L " EB�Do67"01pI PxOC 7PoXII 2-DMB PX(7�e/,-0788 DRAWN Mo APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS a NAI-,tip; WALTVXB-SKGGT P.E. °� xm".eti �* SCALE 1/8'= t' P.E. SE'efgalll{ME/DATE PLOROA 11 i 44re7 ,. aarrw FIVWV , 2,271.14C57 25 . TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES (*) ' STEP 1:OBTAIN JOB SITES A.S.D.DESIGN PRESSURE RATING(p.s.f.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT WIO STORM BARS SPAN 1.."(ft)TO PROTECT IT(SEE GENERAL NOTE 02,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/0 STORM BARS SHALL • STEP 2:ENTER TO CHARTS (la, lb & Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 112" BE BASED ON CHART To ON SHEET 15.IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE.RATING(psi.);THE OF SLATS.TO GLASS, REQUIRED MAX SLAT SPAN"L"ft. 2.ENTER SCHEDULES Is THRU 2c ON SHEETS 24,25&26W!A.S.D.DESIGN LOAD'MAXIMUM MULLION • THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I TI-IRU IC'TO PROCEED WITH SPACING(MAX.,12,8'OR 7'),AND DETERMINE MAXIMUM MAIWONS (HEJGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(0),(G),e PAN a eg),MULLION TYPE& MULLION ORIENTATION. • ENTER A,S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3.SEE SHEETS 10,10A,11,11A,12,12A,19&19A FOR REQUIRED MULUON CONNECTION DETAILS AT • FOR A SPECIFIC.PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE TOPS BOTTOM FOR FLOOR TO CEILING(TRAP.ZECAOR WALL MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE(Q, 0). . 'Lau:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 112"SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A.S.D.DESIGN PRESSURE RATING. 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART To:PROVIDES SEPARATION SHALL BE BASED ON CHART le.ON SHEET 15,IT SHALL BE MEASURED•FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/0 OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR. 2.ENTER TABLE 1 ON SHEET 22 WI A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Vs,Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR'TYPE,SUBSTRATE,MOUNTING TYPE,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR (iNCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM,OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR, STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS,THE 'TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS El&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD'ANO STORM BAR SPACING: PROCEDURE 4a:IF STORM BARS ARE USED 4.ENTER SCHEDULES la THRU 2c ON SHEETS 24,25&28 VV/A.S.D.DESIGN PRESSURE RATING; 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12',8'OR 71,AND DETERMINE MAXIMUM MULLION SPAN CHART to,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)WI ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN((g),0.@& MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE-i ON SHEET 22 W/A.S.D DESIGN LOAD;STORM BAN SPACING AND DETERMINE MAXIMUM 5.SEE SHEETS 10,10A,11,11A,12,12A,13&.13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING LfRAPPED)DR WALL MOUNTINGS OF MULLIONS INTO CONCRETE .FOR A GIVENMUUJON TYPE(C),(Gi,@.&0). 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS * PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) . STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND. WOOD FRAME STRUCTURES. 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DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM SLAT SPAN RANGE A.S.D. DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9` > 9'-12' > 12'-16' > 16'-20' RATING (Psf) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 5 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 _2547 596 >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 — — >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 — — —>121-140 552 280 96,0 350 1003 420 1612 490 1869 630 2039 635 — — — — >141-160 781 320 1186 400 1322 480 1873 560 1740 640 — — — — — SLAT I—SPAN-1 E SLAT SPAN DEFINITION *NOTE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER, UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEET FOR Vx 8 Vy VALUES. Vy SIDERAIL_VX ,,� '." �ER A. p Vy +1'�%• G Se . • FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone). 1 NO.44167 : : c2a,711LTEEo INC. Nautilus CRA N RR *_ * ITEM. � r C. laic. \ �1�►0 Rolling Shutter ce/ws'T ,C�,�,,, 7ILLR TESTING h ENGBIEERINa cam oiy EXPERT SHUTTER SERVICES INC. .j fiW :� ����;,ss x i O WIEZ .yuwa 1628 S.w:eluuoRE STREET 17-244 No .- SIONALt' �'`� wu.TEn�ti0nsl .P.E. Pl OTe PORT i5f_LUOTRI,r FL 67,-0990 ..R 84 oRA>.rm P.E.SEAI./SIGt fQkVDATE FLORIDA.Uc!44167 m,am, wun+ SHED 1B of 26 SLAT PERFORMANCE CHART Ib 1 8C Ic 1:JONLY VALID FOR 12'SLIP) SLAT PERFORMANCE CHART IIb 1 & LIC 1: (ONLY VALID FOR 1/4°SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE,A.S.D.DESIGN LOAD(..s. ,SLAT SUP 1/8"AND FORA GNEN MAXIMUMAS.D.DESIGN PRESSURE RATING(p.s.0AND SHUTTER MOUNT CONDITION FOR FORA GIVEN MAXIMUMA.S.D.DESIGN PRESSURE RATING(p.AA)AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOD FRAMES WALLS W/2"1c4"STUDS, INSTALLATIONS WO STORM BARS PER DETAIL 2 BELOW INSTALLATIONS IN/0 STORM BARS PER DETAIL2 BELOW AS PER LIMITATIONS ON DETAIL 1 CHART lb.I. 19i" CHART IC1 CHART IIbi I um CHART 1k1 1 N �•I0 Lae ME REPS=MIL SEWS= LEE WW1 WEE 9]0IN FINE NO DOME ASO.LAID IS MDR awe DamPO5ONE MO NOME ASA LAO WOMAN MAX.SLAT SPAN SW 70 SASS Immo 113 ASD. LUGO(R) 'LINE'(FTj 8A0(OF SLA(n) 16E �POSMVE.en 5/16"0 TAPCON USE � AS')' WOOD GRADE DEVON 5116'0 TAPCON XL ANCHOR SLAT LOAD VAWE MIN SLAT LOAD VALUE MOW T BIAw GTS R W/0 STORM gyLS SPAN MAX.AAT SPAN 'EMI.• REQUIRED MAX.SLAT SPAN 'EMI.• w►? WIND ZONES W►o ZONE REWIRED MN gPARA110N To BASS IYAX9IW tA01196D W.SEPARUION TD • (P•0 lsa nom o Na ions q " a 1-3 4 UNDIAUMASA *LAW((I) (It) MESURD)TO ma of six(in) Dom 'Lune(ft) (ft) MIMEDso 8•AK OF SLAT Cm) SOUTHERN PINE+2(C=0.55) 60. 4-s 4'-5 DESIGN WAIL MAD-0a RAD-OUT VAL•WPM) W/O STORM BARS PRESSURE YAIL BUDD-OUT &°�"'0U• WALL. umb W/0 STORM.BARS DOUCLAS-RR-SOUTH G=0.46 60' a•-s' a'-s' O'-o' 1' 5 1/2' pENG P MOuxt Nam w/ w/ a LEILD-011f (Pr IplR1i w/ w/ r•��r ( ) (par) miVA c s WIND ZONES ZONE �„) T�• • WIND;ZONES WIND ZONE SPRUCE PINE-FIR-SRH(G=0.36, 60 4'-5' 4'-5' Esu roma)Om NaESA) (g MEM A) A 1-3 4 CM NORseI (SLE Nome)(5�1.12001 a) 30.0• 10'-0' 10'-0' 10'-0" B'-I' 1' 8 1/2" 30.0• B-3' 8-3" 8-3" T-7' 1' -8 1/8' 35.0•• 10'-0" 10'-0' 10'-0" 7'-9" 1' 8 1/2" 35.0•• T-9' 7'-9• 7'-9' r-3" 1" 8 1/8' 40.0•• 10'-0" 10'-0" 10'-O" 7'-s• I. 8 1/2' 40.0•• r-7' 7'-7' r-7• r-o' 1' B 1/B• 45.0••• 10'-0• .10'-0' 10'-0' 7'-2' 1" 8 1/2' 45.0••• 7'-4' r-4' 7-4' 6-9• 1' 8 1/8' -Y/7 50.0••• 10'-0' 10'-0" 10'-0" 7'-0' 1• 8 1/2" 60.0••• 7'-3' 7'-3' 7'-J' 6'-8' I' 8 1 8' 55.0••• 10'-0" 10'-0" 10'-0" 6'-9" 1' 8 1/2' 55.0••• 7'-3' T-3' T-3' 6-4' 1' B 1/8" 1_'_ / // 4 60.0••• 10'-0• 10'-0" 10'-0• 6'-9" 1' 8 1/2' 50.0••• 7'-3' T-3' T-3' fi'-2' 1' 8 1/8" _ -, l I I SLAT PERFORMANCE CHART 1111`(ONLY VALID FOR 118"SLIP) SLAT PERFORMANCE CHART IV:(LESS THAN VW SUP) I \ / I; 'i" SLAAT FORA GIVEN MAXIMUMAS.D.DESIGN PRESSURE RATING GLAD AND SHUTTER MOUNT CONDITION FOR FORA GIVEN A.S.D.DESIGN LOAD(psi).SHUTTER MOUNT CONDITION INCLUDING II I� 13 INSTALLATIONS W!O STORM BARS PER DETAIL 2 BELOW ANCHOR TYPE AND FOR INSTALLATIONS Wb STORM BARS PER DETAIL 2 BELOW I I •X I i s iJ86 1►/ % e o SLAT SPAN DEFINITTOM CHART IIIb 1 I ,b, CHART IIIc 1 5116°o TAPCON XL ANCHOR ,15E M6NIIY 1091E 90I $POORE NO MOON ASA LSD USE IIAIMAAI P091NE ASD. 111'-6 J/f TOR I 3 USE MAMMA VALDE SE MES I•OS(IIME JOE MAXIMA POSIIIAE I 1041 KW I 6/16°OTAPCON XL ANCHOR NLN.SLAT LOAD VALUE AND NEDATNE AAA IAN) .A.S.D.LAN).VALUE 4.-5*RA ; IT 6aED-out -'m SPAN MAIC SLAT MIL SLAT wromm.. 'IIMM .,1 MAX.SLAT SPAN 'LMIN• Min W((.SEPARATION TO OUSS SPAN SPAN 10 M X10 `I I ION ,: MAXIMil 'Lima.•(FT) (R) wEsul55 TO EVOL OF SAT('n) DESIGN 'LIAAJC•(Fr) 'LMT•(IR) \\\ \,_I/z R.WOIS/RS ot* WAIL SUED-OUT SUED-OUT WWE.10AAmLCKD TOLL TRAPPED SLED OUT BLED TRAPPED W/O STORM BARS D'Y/7 (z)ZEA'WDOD duos 1� $R0D-0Uf W/O STORM Bits 5( (1m.EACH s'�.BEYOND)t RAMO(prI) 1101MT TO IASL w/ 3E���r6(r,��yE�3 WINO ZONES WINO ZONE (P ) n ®e WAD ZONES WIND ZONE (SEE WM5) (9EE Nam A) (SEE WW1 AI 3(E acTES A I-3 4 DEE NOIrs A SEE was A ' 1-3 4 DETAIL 1(ELEVATION) 30.0.• 7'-6' 7'-6• 7'-6" 6'-7" 1' 8 1/8' 300• 6'-6• 35.0•• r-2" 7'-2" 7-2" 6'-4' 1' 8 1/e._ 35.0•• 40.0•• 6,-9' 6'-9' 6' 9' 6'-I' 1' 8 1/8"-__ 40.02. &-0' A : 45.0.:••• 6.-8" -.. 6'-8" -6':-8.7-- -B' ._5-11' 1'- 8.I/8' 40.0•'s 5.-10' 0.-0' 1' 5. 80.0••• 6'-5' 6'-5' 6'-5' 5-9• 1' 8 t/e' 0«• 9'-9' 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 55.0••• 6'-3' 6'-3" s-3" 5-7" I' 8 1/8" 55.0••• 5'-7' ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 80.0••• 8'-1' e-1' s-1' S-5' 1' 8 1/8' 60.0••• 5'-5' IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. Yf1 MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t: WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH r/��/���������f�����/������ •VHJD FOR D11ULxASFIR-901J01(G.O:48) SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER f- TIISOURfRNI PIPE#2{2.0.55) SIDE OF OPENING SHALL BE 33". SAT SPRUCE FRE-RR-STH(0.0.36)I 1' I SPAN ••VNA FLIT DOUGLAS-MR-SOUTH(C :46) I w I SOUTHERN FIFE{2(0.0.55) d ,o'-,i/a' 3 SLAT SPAN DEFINRI•N •u FCR S011l)fl37 Ptt 2a(C+7--or.•. '•..0./ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) FOR MULL WW0 & S ;\p�3� .,9 �T • k 10.-0.FOR 1R 10 I - Nautilus w I 0 2017 TILTECO INC. ,. ►, ORAWN BT: INN S' INSTALLATION'INTO WOOD FRAME STRUCTURES No 44167 0oj j�� RoLIngS7Ea[torSpatom co/24/170. !�. i(, C--''''*"--,--- / INC.\ DATE I !. ll 1 • �71I7{ r� TILLR TESTING$ ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. , • - ' �:, ‹,__V! \ 6133 Na.wn.SI,3.m.5633133 wroS n 131(8 1626 S.W.GILMORE STREET \\\ \\\\\\�\\\\\\'. \•1/2'PLYYAOD AND _ .,.. ,L``,/o fQT \` Pm..:(mpn-1.57o tor;(385b>t-1531 PORT Sr.LUTE.FL 34984 17-24�L Y!7 (2)Yxs'WOOD STUDS ?"��(•'••,,. A, D msS m 00571d.csm DRAWING No MP.EACH SIDE.IETMO)1 -F..s-6T.S-,-;"->•."A‘6 4I WAUIIE -A.00671TILIJT Jr.PE Plldl'c`(bls))�9-933]6.F40()TSI eE1-0990 3333 DETAIL 2(ELEVATION) .L;1=."SE(L/SIGNATURE/DATE FLORIDA LI.144167 . .D,,.m1 ,a.;./1 �' SND,20 of 26 s'1- z 1yy s+ NE U c3/ai z a y � qd 9 5 40 x O 9 °2on�M9n� X O t W ! A (ijJ « _ a� a 10 lo M M fo �G W N ei A a n �q s`• \ \ t�' 0 ah 0 W Wg,s :-2.. An Act O y m 1. n a nR ai�O = w a moron 0 0 m oJ dE Wo in « p � � Ian y 0 a io iu to to to .0%11. }, - A 4Z 14- ISJ ZR. W 0Ow 9 mem lc,I. o I. ,Q►• .. * _x �' t. u i0 i0 i0 n i0 io • co �2 CVisih M) •.t. n Z � � :t iv li.:**IiZ.:4(d * tlf:"3: Z � V v h . %• I \ \ 'v Z• cc o = N m � � 2, =;y:7 . `. IA cs.1 I- m o W I W N q %A% .........• • 1110 Q n. z,-.. a:v =CO 2 qgs . - .k 111 = O a LL o w.•3 .(n S« '1 io io io io i0 iv i0 ••�i.....,.dd11 CO co ZO 1 II Z.O Z CO • Zo J o W� �a� u'', o 7 WN LJ -1 A lb 261t 611 X w IN s . O 0 42 0) « ' Io 10 -.0 -0 o io i0 Li_ Q iV W 5° e, WZ z I IO � tO � CO WUJ 0 s ` Z ' 0 0 to O 0 O O p s 0 5 v, « J gg io io to 10 .o i0 io S Zsr 3 m g $ :off ,' • N CPI $ i0 io io io .0 .0 i0 n 6 o o o o g d CI p V a. O O ,_S q Y9 KC �A tO n r3 Z W W CO 1- N Df. b 3 5 H VI H g0WrW In_0Q0 CD 1- w �W�ioa EC Z W N� O 0 C 2 2 0 0 o W O Z ti 0 • p w 0 0 0 0 0 0 O O W N I O p= g 17 Y If) IO 17 M O h Vl. VI V. iA .17.-01M') CL-A(alC VI cr.CC 0 dW ZO I II Z� N J_tn CL Q 0 J N g O ffiCID a-V• •WJf_i_N p ril o ,, o h 3 .- 7 v o 7` z viu�i vsi o N'�K J N 0 # W 0 n-u`ii c. xi A Ci CD `, iO ce IU'I n= j o 5 (9 Z O O R 0 2 J J 5 TABLE 1 MAX.ALLOWABLE STORM BAR SPAN (ft)FOR A GIVEN A.S.D. DESIGN LOAD(p.s.f.), &A GIVEN STORM BAR SPACING(ft)** MAXI A.S.D.M STORM BAR SPACING (Fr) DESIGN PRESSURE. RATING 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' (psf) _- _ 30.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11.-0" 11'-0" 11'-0" 11'-0' THIS REGION IS ONLY VALID FOR INSTALLA11ONS 35.0 11'-0" 11'-0 11'-0" 11.-0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" . I W/ 1 OR MORE STORM BARS PER SHUTTER. 40.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 45.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 50.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * *THIS REGION IS ONLY VALID FOR INSTALLATIONS ' 55.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0". 11'-0" 11'-0" * W/ 2 OR MORE STORM BARS PER SHUTTER, 80.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0 * - 65.0 11'-0" 11'-0" 11'-0" _ 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" * -- 70.0 70.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * 11'-0" * - 75.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * - - 80.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 10'-10" * - - 85.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * - - - _ 90.0 11'-0" 11'-0" 11`-0" 11'-0" 11'-0" 11'-0" - - - 95.0 11'-0" 11'-0" 11'-0" 11'-0` 11'-0" 11'-0" - - - - 100.0 11'-0" 11'-0 11'-0" 11'-0" _ 11'-0" - - - - - 105.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - - - 110.0 11'-0" 11'-0" 11'-0" 11'-0" 10'-10" - - - - - 115.0 11'-0" 11'-O" 11'-0" 11'-0" - - - - - - 120.0. 11'-o" 11'-o" 11'-o" 11'-0" - - - - - - 125.0 11'-0" 11'-0" 11.-0" 10.-10" - - - - - - 130.0 11'-0" 11'-0" 11'-0" - - - - - - - 135.0 11'-0" 11'-0" 11'-0" - - - - - - - - _ 140.0 11.-0" 11.-0" 11.-0" - - - - _ - - - 145.0 11'-0" 11'-0" 10'-11" - - - - - - - 150.0 11.-0" 11.-0" - - - -_- - - - 155.0 1 V-0" 11'-0" - - - - - - - - 160:0 11'-O" 11'-O" - - - - - - - - ** MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN i`'3� '�CENS�'•.9 .1 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. oson nLTEtD INC. �a► • DRAWN EN. ' No.4416 Nautilus �- - T1t�TI "'IA - RemngSAusterSyahm taji4iti I / ��6�GCDINe.� DTE t.�': r ' A: TILLR TESnN. N ENGINEEuu COMPANY EXPERT SHUTTER SERVICES INC. _ �i4 \ e11 u.c 1m.a.v,.m we..ING C n ss�.e S.W.BILTNOFL STREET O •, I'- ‘ •Pnxn-.aL1.r.,fineYln-.u. 17-244 _ /�' ... ''\C 41 "_ PORT ST.LUPE.R.34984 „:••.• ..,. •- 111 molt �oOn9.a. RCM("°°I 749-GW4.IAC 11131 871-0990 DRA•GRc No I�1 S.1O ps 1`' W/LIE R A MUT Jr.P.E. P.E.9fI9y)WWJIRL/DATE FLORIDA Uc II"167 m.sm.. on.m • 5x[67 22 Of 26 •:= I ' i 1 - la . ' <«4«< IIIIIIIIIIIIIIIIII II Lu z 0Y 4 I • 8 'N.- i W CC IDtil5<<««< Ittoiltilliiittlit 0.4c . .4, s z co aY -6 i til i es •11 • w a E. (,),.. . 0 141 el al.C.c.c...s..‹<<6 I I I I I I I I I I I I t I I 1 I 6.I- (6...e.4 c 0 07 A.L. Voll i CIS '''''g• .q 4. g ft,it.cc 0E;• , 1 ul.al E 70 <<<+C.0 4 AC 6 t I I I I / t I I 1 I I 1 I I OZ Wa§.1.1..._ , C) K ill a •,Q 'r 00 ..i. 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