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HomeMy WebLinkAboutProduct Approval (2) rILM %,fUr T R E C E I'.".D APR 2 8 2013 n ��� n - ? �� � A �` ' n ,-s-,,� � ' .�•a.. }fie. � Y 1 ; '} �'. t"'`:„f` E I EFolY32 L IFi:. UserR8t}15 arty ti H� T tiCS :. biYliL 5r i'et3ef7= at5.'�t.FactsRi.iL'=3iL8?i6n8 ”, F@I_` rBl"T' .., IS te?P�lap 3 Links Busines Product Approval Professi 9 1+`k.Jl C (s'- USER, PubEx Usaf Regulation Pm�wct j;cmvai Menu n Pffoduct at^r;polieation Seart-21>Application List ISearch Kriteria ICode bei-Sion ?010 FLT 12246 E--ffl ; I Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality .Assurance Entity ALL Quality Assurance: Entity Contract ExpiredALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVH2 ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL ;Search Results -Applications f I� Dunt _ _ Valicfatecl Etv FI-12,214-6-R1. lRevision Expert Shutter Services, Inc. Sohn Henry, Kampmann Jr, Approved i �aLy i Category; Shutters (941) 92^-3854 ! E Subcategory .Roll-up s M'Appeaved try'DBPR.Appfovals by DEPR shall be revie,wed and rrFibrt,Ev by the POC and/c,ths-tamr'iti5slon it necsssary TYPICAL MANDATORY PROCEDURE FOR"VERIFYING SHUTTER CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES (*)` STEP 1:OBTAIN JOB SITE'S A.S.D.DESIGN LOAD(p.s:1,)FOR THE OPENINGAND,DESIRED PROCEDURE 4b:IF MULLIONS ARE USED BUT VIL'O STORM BARS" SHUTTER SPAN'V(ft)TO PROTECT IT.(SEE GENERAL NOTE#Z SHEET 1), 1. MINIMUM SEPARATION TO GLASS FOR SLATS IFMULLIONS ARE USED BUT WO STEP 2:ENTER TO CHARTS I (Ia OR Ib) THRU IV ON SHEETS 15&16 TO DETERMINE, STORM BARS SHALL BE BASED ON INSTALLATIONS PERFORMED WITHIN ASTM BASED ON AN ASSUMED SLAT SLIP(In),ANCHOR TYPE AT SIDE RAILS,AS.0.DESIGN WIND ZONES 1 THRU A INDICATED ON CHARTS Ic, IIc, III & IV ON SHEETS 16& LOAD(P.s.(.):AND SHUTTER SPAN"V(ft):THE REQUIRED FINAL SLAT SUP THAT SLATS 13. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS.FOR INSTALLATIONS MUST BE INSTALLED WITH TO MEET THE REQUIRED LOAD AND DESIRED SHUTTER WITHIN ASTM WIND ZONES 1 THRU 3 WHERE MINIMIZING OF THE PROBABILITY OF SPAN, BREACHING'OF GLASS IS DESIRED EVEN THOUGH IT IS NOT REQUIRED BY THE FLORIDA BUILDING CODE,MINIMUM SEPARATION TO GLASS FOR SLATS SHALL BE THE FOLLOV4NG INFORMATI ON IS PROVIDED AT CHARTS I THRU IV TOPROCEED IDENTICAL TO WIND ZONE 4 VIES. WITH SHUTTER INSTAL LATION VERIFICATION: 2 ENTER SCHEDULES 1a THRU Zr ON SHEETS 24.25&26 W10ESIGN LOAD;M079M!JM • ENTER A.S.D.DESIGN LOAD,.SEE STEP(I)ABOVE.. MULLION SPACING(MAX,17 ORT'),.AND DETERMINE MAXIMUM MULLION SPAN (HEIGHT)W/ALLOWABLE INTERPOLATION IN'6ETWEEN SPACINGS FORA-GIVEN(G. • FOR ASPECIFIC SHUTTER MOUNTING INSTALIA71ONTYPE,INCLUDING ANCHOR GI,G2),MUL UON TYPE&MULLION ORIENTATION. TYPE,THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: 3.SEE SHEETS 70 THRU 13 FOR REQUIRED MULLION CONNECTION DETAILS AT 70P P. Lw.:THIS ISTHE MAXIMUM ALLOWABLE SHUTTER SPAN FOR WHICH A GIVEN SLAT BOTTOM FOR FLOOR 70 CEILING(TRAPPED)OR WALL MOUNTINGS OF MULLIONS SUP.(Ire,114`,113')MAY BE USED,FOR A GIVEN ASD.DESIGN LOAD. INTO CONCRETE FOR A GIVEN MULLION TYPE(G,GI,G2). Lu-4:THIS IS THE MINIMUM ALLOWABLE SHUTTER SPAN FOR WHICH GIVEN SUP PROCEDURE 4c:IF BOTH STORM BARS&MULLIONS ARE USED (12",1/4`,1131)MAY BE USED,FOR A GIVEN AS,D.DESIGN LOAD.IN CASE JOB 1, W MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND OTHER SITE DESIRED SHUTTER SPAN(L)WAS SHORTER THAN THEN TO THE ARE USED SHALL BE BASED ON INSTALLATIONS PERFORMED WITHIN ASTM"IND ALLOWED FOR THAT OTHER SHORTER SUP.CHARTS WITH A SHORTER SLAT SUP AND VERIFY THAT(L}ISS ZONESI THRU 4 INDICATED ON CHART Ic,SHEET 15,IT SHAH BE MEASURED LLOFROM BACK OF'SLATS TO GLASS:FOR INSTALLATIONS WTHIN ASTM.WND ZONES 1 • MINIMUM REQUIREDSEPARATION TO GLASS IS PROVIDED ON CHARTS Ic, IIe.III& THRU 3 WHERE MINIMIZING OF THE PROBABILITY OF BREACHINWOF GLASS I3' IV:PROVIDES SEPARATION TO'GLASS FOR.SHUTTERS WO OR W/STORM BARS(SEE DESIRED,MINIMUM SEPARATION TO GLASS FOR SLATS'SHALL BE IDENTiCALTO STEP 4)BASED ON SHUTTER tNSTALLATI ONS WT HN WIND ZONES 1 THRU 4,AS WIND ZONE 4 VALUES. DEFINED BY ASTM E 1996-05,SECTION 6.2.2. 2 ENTER TABLE 1 ON SHEET 22 W7 ASM.DESIGN LOAD AND STORM BAR SPACING STEP 3:OBTAIN INFORMATION ON SHUTTER'S SIDE RAIL ANCHOR SPACING REQUIREMENTS AND DETERMINE MAXIMUM STORM BAR SPAN(HEIGHT), FOR CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULFS-Va&Vb.ON 3. ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN LOAD AND STORM BAR SHEETS 1T ,M ENTER SCHEDULES WITH FINALLY&SHUTTER SED ANCHOR TYPE, SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO SUBSTRATE,MOUNTING TYPE,A H D.DESIGN LOAD&S E GENE EPAN AND OBTAIN CONCRETE TOP&BOTTOM,OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE MAXIMUM ANCHOR SPACING(INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D) 9 FOR ANCHOR SPECS. OR REMOVABLE(ANCHORS B&C)INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS STEP 4:IF SHUTTER INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS& PER CONNECTION DEPENDING ON A.S.D.LOADAND STORM BAR SPACING. MULLIONS,THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE 4:ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&'0 VJ/DES GN LOAD;MAXIMUMREPLICABLE MULLION SPACING(MAX,12'OR T),AND DETERMINE MAXIMUM MULUONSPAN PROCEDURE 4a IF STORM BARS ARE USED (HEIGHT)WI ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(G, GI,G2),MULLION TYPE&MULLION ORIENTATION, 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE S.SEE SHEETS 10 THRU 13 FOR MULLION CONNECTION DETAILS AT TOP&BOTTOM BASED ON ION CHART Ic. PERFORMED EASURTHIN D FROM WINO COVES 1 THRU 4 FOR FLOOR TO CEILING(TRAPPED)OR WALL MOUNTINGS OF MUWONS INTO INDICATED ON CHART IO.IT SHALL A MEASURED Z FROM BACK OF SLATS 70 CONCRETE FOR A GIVEN MULLION TYPE(G.G1,G2), GLASS.FOR INSTALLATIONS WITHIN ASTM`r11N0 ZONES 1 THRU 3 WHERE — MINIMIZING OF THE PROBABILITY OF BREACHING OF GLASS IS DESIRED EVEN THOUGH ITIS NOT REQUIRED BY THE FLORIDA BUIL RING,COOE,MINIMUM ` PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO SEPARATION TO GLASS FOR SLATS SHALL BE IDEN'ICALTOAINDZONE 4 VALUES. WOOD FRAME STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D.DESIGN LOAD;STORM BAR SPACING AND APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN(HEIGHT). ttttt»lof"'ty Fl DR Oa 5U3Uatia 007E(Nnn Btg) Ve oe:ty tiur acne lane) 3. ENTER TABLES 2 OR 3 ON SHEET 23,WITH A&D,DESIGN LOAD AND STORM BAR i�I cv� c aaI I MTEco W. � Dun SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BARRCONNECTION TO � Et1SE iVI��Y�i�us` an ac.�./4c./n a. CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECSATANCHORS TYPE @ Q. G t$et! SbalterS tem ox Ix It LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT ANCHORS A&D ♦ enTE �j, r e. OR REMOVABLE(ANCHORS B&C)INSTALLATIONS.&ACHOICE40 2CR4ANCHORS 'Nfl �.3 ,pC` TiutT-'ESt cf®N6'ccuPnNY EXPERT SHUTTER SERVICES INC. PER CONNECTION DEPENDING ON A.S.D.LOAD AND STCRT.1 BAR SPACING " x-s s. 1826 s.Iti,6atun set 11-242 4 AL aA,v F�su:,-'—m—am': vr L PERT ST.LUMr'FIL 34994''• SYp C r „tw crxe0oa,con t T.s•xxaa. CRAWK.4. O; ea-cooane •w 4� HN.tER A.Ty,yT+4 F)E. = :'S fiK'i•A � TE F.GIDA Lx•Y Hie e POUND —5/16.0 TAPCO.NS XL'W/2 1/4"Nln. 1-:1•x1/8"OR 2'x2':1J8' 1/4'Oy3J4 ODY euLDEX TOS$CREWS 5/16'0 T c-ONS XL 19/ CONCR EUSEOMENT& 1-0.0.4.060-GAIN.' ALUMN TUBE 2 1/4- EVBEONENT pEp•p,. STEEL.WASHER 0 24"o.0, WASHER C.2 060'GALVANIZED STEEL rk 1'.0.x0.060'GALL. ✓� SJ16.0 TAPCCNS XL W� WASH£R 6.,24'0.0. STM ASHER 9 24'os. % %/f ///.: ��f% i�f� 2.1/4-Min..EMBEDMENT POURED CCNCRc'TE1 POURED CONCf TE ` GR GROUT FILLED OR OUT FILLED / / CONCRETE ELQCK ! CONCRETE EILOCWALL REOU;REO. WALL REOUIRm. EDGEMG:or F-/ ✓ 4 Ni k M EXISTING 0 USTING v"E"h '/ I BE�YONo * (BEYDhO) a 1, v SEE ANCHOR aR it f O sz - -7zSEE ANCHOR " SCHEDULES ON SCHEDULES ON x EANCHOR F sp= 1T& t8 SNs 77& 18 � ° SCHEDULES N20 s,2Fs ti i a v' tBt An ,VVI A Nin. SEPARATION / s� TO GLASS ' TO GLASS SEPARATION 3W m CLASS FXSFSSOR w ISEE SOEB'JTf5. EXTERIOR g.N (SEE sCHE]V1F5, -"� SU SGLED'±TES, p ON%T.*.s 1s&is) I ON Vats,15 A 16) / O � �� dV-"ms t5&I6) -O --n � D X tWJiOR E31 i 0/8 "; c% 0/80/8 :, 0/8 0/8 /i 0/8 POURED CONCRETE, / u CFiNRE OR GROUT FILLED ORGOTFILLED MiCrETE GLa K POURED CONCRETE L11" � OR ROUT WAL, REGURJ' > CCt+CR'TE 8LOCYD.✓,_ / [ WALL RrCUSA ✓ -jL I j WALL R_pUIRED. ^ f EDGE EDGE c �` f it DPENtNG' ?i � f I � f 2 i�16• �% i II R6N/E0 1 ___r --Ftp 11/2'x7 T/2-xUS2'xCONT ALUM. ` � ED ` UiN. ....._.� IF �2';4`xO.GB2"xCGNF. 5/1 "0 TAPCQNS XL W f E ANGLE W/5/16'0 TAPCOI. XL yl/ pCURl7 CONCRETE 5/16XLTAPCONS XL W/ f T PLUM.ANLL_ 2 1/'W,EM9�tr:x�R f 2 1/4'Min.EMBEDtaENT 24'ac. {. ) t e-0 kit tdn. REO'0. 2 Ile NIA.ENBEOkl£NT ®2+' e. • O 24'O.O. WALL MOUNTING FLOORICEILING I TRAPPED MOUNTING BUILD-OUT MOUNTING SECTIONS -- 1'�(�/- FLORIDA BUILDING CODE INCA 1%;h VelOdty Hurricane Zone) +p+� �CiENStc 02011Tx7ECOM. jlf�u�IL�S 'CRAWN.w; INSTALLATION DETAILS ON EXISTING POURED s = RoUlayseOflersylss x/Lc. r o a N _ CONCRETE OR GROUT FILLED CELL CONCRETE .:-.- -' — EC0�►+�• 5AF1 ltif ,1 .` sour tEsrrRa a CNCIwEEana COMPANY EXPERT SHUTTER SERVICES INC. BLOCK BUILDINGS SrTATE`ESF WSD w.�m Ras,a3 wmaA cx oe.A SJrp 1826 S.w.."T&ian Emu '4./ tx °px• (rJ3Yr1-1�M.f.r r C>«:len-r7J1 PCRi SF.LUL'£,FT,.34?6i SCALE: 3/16' a t' ,r'••FLQRIOA.•'�a`�1` °gym-'i�aTin''°M oa+ar.L mot T.{t-sc6e.ru:h771911-oaa avAw�q.Ne NALSEA A 1a.UT Jn P r evn+>a an 'r1 FilA�1A,1�pAr FLCRDA LI d 4at6i VIET 5 Ora ..n.ED.—.. POURED CONCRE(E � ///```��� W.,ED.— 0��1 —:•in.E.D. OR GROUT FILLED-�-� �\.JOORI.71"'� PCUF� CRME BLOCK v EE CONCRETE OR•,�y \ S:E SCHEDULES 04\ CONCRETE OR K r^' �� PWREO (SEE'$CHEDlR,ES DY (S.e.SCHEWLES ON ORWT FILLED ( V R�"'., CO4CREIE OR \ S'i°..ETS i7 1 F8) S,uEET$17 3:l8) CCRCREfE fiLOC'+C 54EE➢5"17 IC TS) CONCRETE BLOCK `. GROUT FILLED— ( ;E-:SCHEDULES 0 CONCRM � � �� '\, V `� �'`� �V ' S'H'EETS 17 FL SB) I BLOCK ` J/1 2.7`-0• �' h * \� \� , \W \ 1 X "t \N r� \ ��� i✓. D,'c.c. ( 'O?E , a rw 2_ 2 ,. A [L (� i�F 3f � t OR 1/a'TSUP I t/2',1/4' O ox. ,/•' Q 9 t'c.c. rz, V+' lJ SECTION Wf STORM BARS OR 1/11'SUP OR 7/B'SLIP O4 1/8•SUP FLU, H MOUNT (WALL) SECTION P—P (PLAN)� TRAPPED MOUNT ,}BUILD—OUT MOUNT Su Lt—OUT— MOUNT 31.6'.1• SECTIONS 0-0 (PLAN INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS sake:tµ•�,• � EG G ORO .. h ,L oz H q �E/ry'�� H 'f * h 1-7:0 '1% 0-4'oxc- \ A F'4'o.c. - /0 4"O.C. Al/2 7/4 p '6 4'ce. A 4•a.G: A�' j� \, ca Its-SUP� SECTION Q'--V (PLANT t;f 1!2`.ii4" , ir2c� /�• 4,'�y) 1/=•"'r4• ,r2�,r4• , 1/2�1j4• ORIENTATION ; 1 OR,/8 T w- �f oR 1jfi's P ca'1(e s `a -OD D CR Ire':�� as 1/e IUD WALL MOUNT END MULLION SECTION 0-0 (PLAN) SECTION Q—Q(PLAN) `J SECTION R—R (PLA-- SECTION R'—R' (PLAN) H ORIENTATION #1 ORIENTATION #2 ORIENTATIONS 1 & 2 ORIENTATION J2 (A� 4' , A WALL MOUNT END MULLIONWALL MOUNT END MULL1014 WALL MOUNT INTERIOR M LLION TRAPPED MOUNT INTERIOR MULLION s_ INSTALLATION DETAILS INTO MULLIONS G,G'[,G2 MALE:1/1'., /n�. OR 1/s•9.:.: _ C9 1/A'SS!P �Q/ (2) 2..x4°OR `=-t f' i (((( 1 l..l —•��t-T--+ ---n i /F STUDS-- 1 U (2) 2'K4'OR / , / r;l (SEL SHEEF 20) b (oh-WIET21) ALTERNATIVELY TO @, A 2"F 6"STUDS— / 10 1/4"O-20x3/4" S.S. M.S. _ (SEE SN.E_i 20) ( SCHE➢U!E mIN. 1/2' i + r r� E SSCHE 21) PIYrrOOa� / �J � lY/ NUT MAY BE USED ; SECTIO Q�_(PLAN) ", 1 5i FOR THIS CONNECTION ORIENTATION #2 WN. 1/2" , J -- _-- --J WALL MOUNT END INTERIOR MULLION Lr�0 l R, a —2 sa z. aR 1 � la rrrfa/�iiaii.. @ ,/.j:j/a' H rr11 A,T� ���� FLORIDA 9UILOING GCDE(Ncn Nigh Ye!oc',t),1{�rricane zee) OCR 1/B-SLP A 0 4'A.C. 1/2',7/4' • 02011 Ati.E.O °p CRA•nN 6r: FLUSH MOUNT ALl) OR vs SUP n AA,A�'�1Q �}GEfU$F �9 = Nautilus vc12r+2rn~c. - UILp—OUT MOUNT \/ ftnlltog Syst IL E C O INc. DATE SECTIONS 0'-0' (PLAN) A / Lrkl, tE�r;•a En� ez�:rm ccuPa r EXPERT SHUTTER SERVICES INC. i-242 ess hr,asa.ss.�".St1.vry A SvxrAq.n.us1 7£26 S.W.SLTe1tALE OREM 1 'd .STATE©F a n,m a px n-W. a (y_�n- 3, P;�^T ST,LVCIE•R.3459- ' c-.ort:tuttee6a.t.cem P—Az 16Z 7a4-0M.F4L 1772 Ett-0000 OfuWNO No INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS '_�O''•.,B p,:`�`�L Al 1711, PE K u, �n 20fQ7A uY.1r«,°7 En[U b, :n,n, M 2E 1.. ��uiiaaaart t SLAT PERFORMANCE CHARTS I&. Ib' & IC: (ONLY VALID FOR 112"SLIP) FOR A GIVEN A.S.D.DESIGN LOAD(p,s.t),SHUTTER MOUNT CONDITION INCLUDING'.ANCHOR TYPE AND FOR INSTALLATIONS Wl OR WO STORM BARS L'S8 LNe CHART Ia CHART lb CHARTS CHART IC Ia k Ib USE UA18W4 VALUE BMW POSOME AND USE . 318"0 KVt9K BOLT 3 ANCHOR 5/16"e TAPCON XL ANCHOR uA1GinJN PoS414E ASO.LOAD YAUM POURED CONCRETE TC"DUD COKRL'i:'CR MIN, SLAT cox FILLED CELL,CGNCI-,E s a+l SPAN MAX. SLAT SPAN SLAT SPAN REQUIRED.-MIN.SEPARATION TD GLASS wsA 'LAux•(FT) (ET) (FT) MEASURED TO BACK OF STAT (in) DEON WAL SRAPPm MILD-01f auto-r_^ OL1 1RAPM SMD-M BwtD-GILTOno Y!0 STORM BARS rt STORM BARS ��# ��# -SOur M1N;Z KIND ZOtiE ND ZO MILD ZOt1E RATNO umv UOAT uauNr w/ YOW4 NOL7T u uD/nit W/@ / (cat) 51ffi NOTES# SEE NGtF9# S�NOTtS 4E +7E FATS# 'S'1,NG1t9# 30.0 20'-0' 20'-O` 20'-0 20'-0' 20'-0` 20'-0` 20'-0' _18'-0" 8'-1" 1° 14 1/2' a' T 36,0 20'-0` 19'-10° 20'-0° t8'-0" 20'-0` 19'-6" 19'-0' 18'-3" 14 1/2° - 7" 40.0 20'70" 19'-81 I9'-7" 16'-E' 20'-0" 19'-0` 17'_4" 74'-d D" T�5° 1" 14 1/22' 6" 7- 45.0 20'-0' 19'-6" 16'-0" 15-3" 20'-0° 18'-5° 13'-9" 7'-2° 1" 14)/2' 8' 7' SOA 20'-0' 19'-4" IS'-9" 14'-2` 19'-1' 17-2" _ 14'-10' 12'-10"— 7'-0" 1" 14 1 2' 6` - 7- 2 ' 20'-0" 19°-2' 16'-8' 13'-4' '-O' - 13'-1t' 12=1" 1 6'-9" i" 14 1/2' 8` 60.0 15'-5" 17'-11" 14'-9' 12'-7' 16'_9• 15'-2" 13'-2" 1V-5" C-9' —1" 14 1/2' 7- 18'-4' 1fi'-10' S3'-11' 11'-ti" f2'-5" 10'-11° 6' MO 17'-4' IT-I1° 13'-3' 11'-4' 15'-0" 13-8" 11'-t0' 10'-4m' 8'-9° 1° 13 1/2 6' 7- 75,0- 16'-6" 15'-1" 12'-7' 10°-S O' 14'-3" 13'-t" tt'-4" 9'-I 1" 6-9" +" 13 1/2` 8' 7° 80.0 15-9` 14'-4" IV-0' _ 10'-5` 13'-7' 12'-E" f0'-t0` 9'-7" 8'-9" t" 13" .6" 7° 60.0 15-0- 131_g• i1•_7. yp•-0" t3'_O• 12•_1' 101_5• 9'-3" 6'-9' V. 13' 6' DAO 14'-i f3'-2" il'-2' T-8" to-6` 11'-7' t0'-i" 8'-11' 61-S` 1` 12 1/2- 6' � _ C5.0 13'-5' 12'-8" lo'-9" 9'-4' ill-o' il'-3' 9'-5" -6,. E`-c'� 7' 12 1/2- 6` �• AMO 12'-9` '-2" to'-5' 9'-1' 11'-8` t0'-10" 9'-5" 8'-4° 6'-9' i" 12" 8' T t0'-1" 9'-2' 8'-� 6'-9' 110.0 il'-7" '11'-4' 9'-9' 6'-ti 7G'-1t" 10'-:i S'-10" T-11' 6'-9" f' 11 1/2° 6' - 7` 115.4 11'-i" 11'-0" 9'-6" --8'-4" 70'-T 14'-G' V-8" 7'-8" 6'-9' 1" 11 112- 6- 120.0 10'-8" t64 a* 9'-3" E'-2" T 1G'-3" 5-8° S'-5" T-6' 6'-9" i" 11_ 6' 123.0 10'.-2" Io'-2' T-fE" t.n'_0• 0.-6.. _- 130.0 9'-10' T-10" 6'-9" T-9' '-9' �-2" 8"-0" '-2' 8'-9" t' 10 1 135.0 9'-v- 5'-5" 8'-6" 7`-7" 0'-8` 8`-S1° 7'-10" 1 7'-1" 6'-9" 1' 10 1/2" 6" 7' 140.0 P'-i' 9'-1" fi'-4" 7-5" 9'-1" 6'-9' T-5" 1 C-1 I' 6'-9' i 1D 1/2" 8" 146.0 6'-10" 8'-10" 8'-2 7'-3` 51-10. 8'-6" 10' 6" A7- -3* 150.0 8'-6' W-6" W-0` 7-2' S'-6` 8'-C T-4" - 5'-9' 1° 10 8'165.0 5-38' - T-10' T-0' 8'-3' 8'-1' T-2" 6'-9" 1' 10° 6'160.0 8'-0° S'-0" T-6' 6'-10" 8'-G' T-lt° T-1° b'-9` 1' 10" 6' 1.ABOVE INDICATED MAX. SLAT SPANS MAY SE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SLEETS 17 & 18 INDICA-%THAT AN NA.S.D. DESIGN IAL LE FOR THE COP,RESPOND;NG SWT SPAN AND +1j1AIAl.1)I.L1T FORRID.A Su:.MN0 CODE (Nen High YelecRy ILurncene Zane) 2. R QUIRES SIDE PALS FASTENED TO EXISTING STRUCTURE WITH It+.s,�t+ C2DII MTECO W. ��t87,u,�, raevtr er: 3/8'0 KWIK BOLT 3 ANCHOR OR 5/18'o TAPCON XL ANCHOR, INTO +i.Z� �CI��SE d acv./LmJA.0. S ' 1492tIngS6utterSpatem 12/�,2'/+ tPOUR D CONCRETE OR GROUT FILLED CELL CONCRETE: B OCK,OR 114,'o TK SCR£YS AT MULLIONS CONNECTION. AO 'D4LIE WTHCOIN 1ALL MOUNTED,TRAPPED MOUNTED, AND BUILD-=Mim%'W. cr TS'hO EXPERT SHUTTER SERYICES INC. / Ens.n.s 1s sx.CE c ca.v M'. 162s S.W.&L"taflE ST MM 11-242 + QDAY sr wc_•FL 3=284 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE '�': $1,� Q;'�aah s mc.. 4��coGoo.cam c?ren"' 6.;yt;a9-�e.EAIFrn1 6:,-OJ"i7 ORlMtnO Na DETERMI.*1£D BY LIN&..R INTERPOLATION BETWEEN END VALUES. :_A''•. \O �• 1 E6-Gca6t n..z _ xxttR ti nun"Y.PC. Pa ".SI RDYAA Uc.f.4167 1n+m SNiLT 1.a•2a MAX.ANCHO E Vb FOR A GIVEN SHUTTER MOUNTING TY W1.5/16"W1 5/16"0 TAPCON XL ANCHORS POURED CONCRETE WALL OR =-EE22tEKOAD&SLAT SPAN RANGIE .WALL MOUNT Asn SLA GE Ram -6,t >5-6,t > 6'-7*t >,r-g*t > 9'-1Vt > 12'-10't > 16'-20't 7 1/2' 5 t/2" _8 3 3/4" t N"T. >81-105— SLAT MAX, SLAT SPAN FOR A 6 1/2 3 314- 3 3/", 1 GIVEN ASO.DESIGN LOAD :oui '20 SKALL WO-EXCEED MAX, I ui-20 5 >12I-140 8' 7 1/2- 6— 1 SLAT SPAN INDICATED ON SCAT PERFORMANCE CHART ON SHEETS 15 & 16. TRAPPED MOUNT 51Z SPAN DEFINITION SLAT SPAN RANGE OEM pm:53M MIMI 01-v t > t > > 6'-7'T >7'-9't >g'-12't > 12'-18't > 16'-20't RXIM00) >T4 6. 6' 5 1/2- 4 1/2- -4- 4- >41-60 6' 6 � 3/4, 3 3/4" >106-120 06-120 64]6111 v 6' �7�� >12:-140 -a- 5 31 3 i/4 3 3/4, >M-M —3 3j4" 3 2/4' - BUILD-OUT MOUNT SLAT SPAN RANGE > 5'-6•t > 6'-7't > 7*-9'f am P. 6`-12!t > 12'-16,T > 16'-20't pmce(ov) (E t3 6 — 6 6" 6 6' 5 1/2- 5 1/2" 4 1/2" 4" 1 3/4 10,0 6 4' r 3/4" 1 3/4" 1 6' 6- r 6' 4 4 3 3/4- 3 314" 3 3/4- 3 314- ----— s61-60 6" 6 6 6 i/2 —s —6 _5 _5 3/4 3 3/4 _S—3/4 —3/4 >81-105 f. 6. 6- 6 6. 6- 5 3 4 1/2" 4 1/2' 3 3/4! 3 3/4' 3 3/4' 3 3/4- 3 3/4' 3 3/-'-- _�_/2j 6- 5 1j2' /:1* 1 11/4;j 7 4 1/2' 3 3/4'3 3/4* 3 3/4' 3 3/4" T-3/-4*F3—3/4- 6. 6. 4 1/21 4 1/2'13 .3 >: 74 172' 4 1/2'TYP4 -L --.L 4* 'rif FLORIDA UU—IM;CODE(Non High Velvc;ty R.al-ce Zone) V'- to Az ..........ceNSF. 02011 WECO INC. ,tt ikoN En: Nautilus RoUing Shatter System :z In E C=0,,.. DA!t Z, T T inw.2 coupA.y EXPERT SHUTER SERVICES INC. IM SIW.S3:uo C!�Tp__' 7 11-242 AM ST,UJC11 1-1 34554 A arum Na • ER-COC6719 ro:MI)S?��o A TUIT x' —.I — FLOna U� P r A SCHEDULE VC: Vx FORCES(Lb/FT)&Vy FORCES(Lb/FT)ACTING AT JAMBS FOR AN A.S.D.DESIGN LOAD RANGE,SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINSS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATTrE A.S.D. LOAD) MAS D. SLAT SPAN RANG A.s.G. PRES URI: 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (psf) Vx I Vy Vx Vy Vx Vy Vx Vy Vx VyVx Vy Vx Vy Vx Vy s 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 > 10 160 616 200 767 240 796 280 1 0 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 — — —�>l21—i-40 552 280 960 350 1003 420 1612 490 1869 630 2039 635 " —41-160 781 320. 1186 400 1322 48d 1873 560 1741^ 640 — — — — I SPAN *NOTE: SIAT SPAN DEFINITION tT SHA[,!BETHE RESPONSIBILr,YOF THE CONTRACTORCR PERMIT HOLDER TO VERIFY THAT EXESTINGSTRUCTURE IS DESIGNED TO SUPPORT WAND Vy FORCES IN POUNDS PER UNIT FLAT OF SHUTTER HEIGHT AT BOTH jWBS. SEET NIS SHEET FOR Vz&Vy VALUES. Vy SIDE RAIL. Vx `rY t1 FLORIDA"o UI1^ING CODE 4(Noon1High �iVrekci;y Hurficane zone) IVf i�Q` ............ .. T OSD:!ntECD i^.., b���ti/.fia7 eY./L Br: NSE = (t 1r.C.Y./1-e./A6. ,S`+ ���. Roii(ag Shaffer Spstem 1./ix/[1 L® E ®�> ti. DALE TiWT iESi NC$ENGML6ntN0 COUPANY EXPERT SHUTTER SERVICES INC. Awl s:. 1626 sw M;u„^z S:REET 1t-242 Ly rtr :a,i A ,t>=:letsPf.°.T:'.tUGE.FL.Swot T•'. , VE ; G-hw�l:Ii:GxOm�.ecm iAf 2:(BLU?Ie-3J5!.i6xfTT2)BT[-D33C DPJ.'Mti'.!k S E9-GDD6719 b'+tiFA A Pitt PE C '•r'•F. :; plttE .14.1'.M 6'<.)a41 a7 v4iv„ '� 9!S:T is of 20 GENERAL NOTES: 1;NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENTALL BE(P.E.D.)HAS BEENANCHORS BHINSTALLED FQLLO+V'.NC,A!L OF THE RECOMMENDATIONS AND.SPEC¢ICAT10R5.OF THE VERIFIEDFORCOMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE.'NAUIILUS S.ANCHOR'S HA'rUFACT INST ROLLING SHUTTER SYSTEAT SHALL NOT BE INSTALLED AT HIGH L�ELOCITY'RURRIANEE ZONES(MtAUI-DAO_/&SOWAQO COUNTIES), OE4GN WIND LOADSSHALL8E DETERMINED AS PEP.SECTION 1609 OF THE ABOVE MENTIONED CODE, 91 kNCHORS REQUIRED FOR STORM BARS CONN:CPIONS SHALL BE AS SPECIFIED ON APPLICABLE-SECTIONS SHOWN ON SHEET 9. FOR A BASIC WNO SPEED AS REQUtREO,BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED -3/8bxf 1/<•CUJi-INS MAN`LfFAOTUR£0 BY FOYER FASTENERS,INC. FOR A OIRECTICNAUTY FACTOR Kd-0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FSC -T/4'Os3/4'SOLD-SET MANUFACTUREDTIN'FTURBY ALL PONT.INC, AND SHALL NOT EXCEED THE MATCIMUM (0.5.0.)DESIGN PRESSURE IiAiiNGs RiO�ATED ON SHEETS 15 THfiJ IS&20 THRU 26. -3/8.0 KWIK BOLT TZ MANUFACTURED BY HiLTI,INC. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOAD'S DETERMINED PER ASCE 7-10 -5/16'0 TAPCON MANUFACTURED BY ITW BUILD--7I, INC SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER TO TO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 16&20 THRU 26, M!NIMUMJ EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE 2.IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P E.D.AS TESTED WERE NOT OVER STRESSED, MENTIONED SHEET,EDGE DISTANCE AND EMJREDMENTS ARE BEYOND ANY FINISH MATERIAL' A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS USED IN THEIR ANALYSIS.FASTENERS EMBEDMENT GROUT FILLED OR. SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE W1,H N,D.s.2005. ANCHOR SPACING® iQOM EDGE DISTANCE C 1009. CONCRETE CONCRETE BLOCK N MJTR.US ROLUNG SH TTFA SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS SEEN VEST RED IN ACCORDANCE WITH SEGRON 1605.1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST IAV Of SOUTH 3/8'0Xl 1/4'CALK-:N 3 3/4' 4 1/2' 1 1/4'(3000 Fsi)- NOT ALL415'£D FLORIDA REPORT c IQ30A1-05 AS PER ASTM E 1996-05.E 1886-05 AND E 330 STANDARDS,QUALIFYING 1/4'0X3/4'=O-SET 3' 3' -/8'(3000 psi) NOT ALLOWED INSTALLATIONS FOFF f lD ZONES 1,2,3& 4.MISSILE TYPE 0 AND ONLY APPUCA9LE TO BASIC PROTECTION 3/9'0 KWBOLT Z 9' 4' 2 1/2'(3000 Psi) NOT ALLOWED INSTALAW1 4S,AS DEFINED BY SECTIONS 6.2,1,1,6.2.1.2 AND 8,3 OF ASTM E 1996-D5. SEE NOTES?'& 'CN 5/18'0 TAPCON XL 3 3/4' 3 1/6' 2 1/4'(2899 Owl NOT ALLOWED SHEETS 19&20 FOR ADDITIONAL LIMITATIONS. 10.ANCHORS2REQUIRED: RFOR MULLION CONNECTIONS SHALL BE AS SPECIFIED Ott APPLICABLE SECTIONS SH011TV ON SHEETS 3,ALL ALUM:NUtJ((EXIALISIGNS SHALL BE 6083-T8 A)LLOY(UNLESS OTHERWISE NOTED),SEE SHEET 2. 10, 11, 12& 13, d,YIELD STRENGTHH k%DT ON kli TEh��y STA pT'h7 bR CORROSION RESISTANT COATED CARBONTO BE STAINLESS STEEL 304 OR 316 �SIES TEEL!TH 50 5 PER DIN 50018. 'KWIK 9DLT T2 EXPANSION ANCHORS 76 BE AS MANUFACTURED BY HILT),INC. 50018.ALL S.O.S.ARE TEK SCREW'S MANUFACTURED BY,TW'BUILDEX&SHALL COMPLY WJ/FLORIDA,BUILDING MIN!MUM EDGE DISTANCE AND SPACING FOR,ASVYE'MENTIONED ANCHORS SHALL 8E AS INDICATED SELOW.OR AT ABOVE CODE SECTION 2411.3.3.4. MENTIOVEO SHEET,EDGE DISTANCE AND EMSEOMENTS ARE BEYOND ANY FINISH MATERAl- 5,BOLTS TO 8£ASTM A-307,GALVANIZED OR AS 304 OR 316 SER€3 STANIESS STEEL WTM 36 ksT MINIMUM EMBEDUENT YIELD STRENGTH. OR GROUT FILLED B,.NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S.PATENTS 676,095.225 AND #7,409,980. ANCHOR SPACING 0 1009 EDGE DISTANCE 0'109 CONCRETE CONCRETE BLOCK 3/4'0 KYAK BOLT R 27' 9' 4 3/4'(3000 PSij NOT ALLOWED 7, ANCHORS TO WALL FQR(n)s!OE RAIL SHALL BE AS FOLLOWS: (A)TO EXISTING POURED CONCRETE:IAM. 3COO p.sJ,COMPRESSr.T.-STRE:GTH, 11.TFL" INSTALLATION CONTRACTOR IS i0 SEAL./CAULK ALL SHUTTER COMPONENT EDGES'Al-jKH REUkNAN CONTINUOUS CONTACT 5/16'0 TAPCON XL.ANCHORS AS MX4UFA.CTLIRED BY ITW BUJLDEX,INC, iM, THE BUILDING TO PREVENT WIND/'RNN INTRUSION.CAULK.AND SEAL SHUTTER.TRACKS ALL AROUND FULL.LENGTH. -3/8'0,KATK--OLT 3 ANCHORS AS MANUFACTURED BY H2R, INC, 12.IT SNAIL BE THE RESPONSIBILITY OFF THE CONeRACTOR TO VERFY THE SOUNDNESS 09 THE STRUCTURE WHERE SHUTTER IS .0 BE:ATTACKEDTO INSURE PROPER A4.HORAG"_.THIS SHUTTER SHALL ONLY SE ATTACHED TO..CONCREtE,CONCRETE BLOCK AAS)MINIMUM EMBEDMENT INTO POIrED CONCRETE SHALL.BE,. OR-WOOD FRAVE-BUILDINGS. 2 1/4'FOR 5/16'9 TAPCON XL ANCHORS&2 1/2'FOR 3/8'0 KW:TK BOLT 3 ANCHORS. NO EMBEDMENT INTO STUCCO SMU BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 13,SHUTTER'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS ORA'NNG PLUS ANY BUILDING AND ZONING A.2)MINIMUM EDGE DISTANCE(£D.)INTO POURED CONCRETE SHALL EE: -REGULATIONS PROVIDED 0Y THE JURISDICTION W1TER£PERMIT IS APPLIED TO. 4-FOR 5/16.4 TAPCON XL ANCHORS&5'FOR 3/6'0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND 14,LIFTING MECHANISM NOT PART OF THIS APPROVAL,BUT SHALL BE CERTIFIED BY ANY FINISH MATERIAL. AN INDEPENDENT TESTING AGENCY. A.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON 15.(0)THIS P ,O,PREPARED BY THIS ENGINEER IS GENERIC AND DOES.NOT PROVIDE INFORMATION FOR A SRE SPECIFIC TILE EXSTING WYL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND PROJECT:i.e.WHERE THE SITE CCN,I.ITIONS,D-cViW.TE FROM THE P.E.Q, SUCH PANELS, (e)CONTRACTOR TO BE RESPONSIB€1E FOR THS SELECTION,PURCF(A5E AND INSTALLATION INCLUDING LIFE SAFETY OF 8115 (8) TO EXISTING GROUT FILLED,'CELL CONCRETE BLOCK WALL ASTM C-90 PRODUCT,BASED ON THIS P.E.O.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -5/16 a TAACON TIL ANCHORS,AS M.aNUFA%tURFD BY ITN BUILDEX,IND. DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSISIUTY. 8.1)Lt;NUU4�EMBEOMENT OF 5/16'0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (c)THIS F.E.D.WILL BE CONSIDERED INVAJO iF.ALTERED 13 BY ANY MEANS, UNR SHALL BE 2 1/4', (d)SITE SPECIFIC PROJECTS SHALT.BE PREPARED BY A FLORIDA REGISTERED ENGNEER OR ARCHITECT WHICH WILL BECOME NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOUIREO EMBEDMENT. THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO YELL BE RESPONSISE FOR.THE PROPER USE OF THE 9.2)MINIMUM EDGE DISTANCE(EDN OF 5/16'0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D..ENGINEER.SHALL SUBMIT TO THIS BLOCK SHALL BE 4'•EDGE D"STANCE IS BEYOND ANY FINISH MATERIAL. LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 9.0)IN CASE THAT PFECASi STONE, PRECAST CONCRETE OR ERICK PA%-_S,S'"•.YEER OR PAVERS,EE FOUND ON (e)THIS P.E.D.SHALL BEAR THE DATE AND CMOiNA' SEAL AND SIGNATURE OF THE PRCFESS''ON -ENvNEER.OF THE EXISTING WAIL OR FLOOR,ANCHORS SHALL 25 LONG ENOUGH TO REACH THE 1JAIN STRUCTURE BEHIND RECORD THAT PREPARED IT. =H PANELS. 16.sHUT4 J[MWJ ('PA R'S LABEL SHALL BE LOCATED ON A REALOiLY VISIBLE LOCATiOU AT SHUTTER W ACCORDANCE (C) TO EXISTING WOAD FRAME BUILDING:SPRUCE PINE-FIR-SOUTH (C-0.36)•DOUGLAS-PTR-SOUTH (Ge0.46)OR WIStLI I 1f.`111P FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING SOUTHERN PINE#2 W/G-0.55 MIN. 1 � IRI,, QjI=X15.&2 OF THE FLORIDA BUILDING CODE. FLORIDA SWLDING CODE(Nan IRgh'Petodty Hurricane Zane) -5/16'0 IA CON XL.ANCHORS,AS MANUFACTURED BY IT1W BUILOEX, INC, 44N3 J - 02011 TLTWO W auji u oR,OwN 0rI O1)MINIMUM EM 0VENT OF TAPCON XL ANCHORS.INTO THE 1?.=D FRAME UNIT SHALL BE 2 1/2'PHYSICALi,L $ THREADED.PENETRATION. yj�p-447 * CT:Rr�_ � 1x/,3/1, NO EJB'OTMENT€WILD INISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. � T O2}N€NRMUM EDGE DisiANCE(ED.)Or'TAPCON ANCHORS,tt3T0 t;RkO!J s-'..+it BE 2'.EQG£DISTANCE Is BEYONDf'.�,ef *�F • P4NT EXPERT SHUTTER SERVICES INC. ST JJ, i 4.0 N.w.Ren,V S.ss,w0.AIr4 uC:s.r,aTlce t618 S,W.6104L.e STREET 1 i-242 ANY FINISH MATERIAL. + A ! L•.Q` tL; w..o,I tas.P:=+w.re.r tmri I., PORT ST,LUC'E,FL 14584 - •., V 9^MATE UIt4Ma99t99n OR No rtA �Ofil \ LL L&1h1:L4-Yae.E-A.Lms n,ao a C.3)IN USE THAT PRECAST STONE, PRECAST CONCRETE OR BRCK PANELS.VENEER OR PAVERS BE FOUND ON ?0� C2 L 170-0 0 0971 9 nn THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND _ patTER A ar.PS, SUCH PANELS. p, j� ASI /pA FLOM 11t 44167 +none +att 1 ar 2E #8 #9 10 ♦, t•. nr.w• a--•'a4r ,.a^ae--7'JN' am• #5 #6. #7 rmr 5. o ea+r3• tar y..sr�R� cec k eatco/n o e p�fa4 #3 #4 ma• �.ar .car #1 #E sra '�a I I (m'. 41 {I I{! aro•. .• Tt�s�n-.i�7arsactd�Tr�aturt � atztsysrt4set!�nntinn�w<vyr a�z.'"` y�yP i.aU' '� a,.ast• sc4, 'g.�a4r `T�;�f a,.car tts4ae• mass• I y$j,�r>�e' }4l'.�tn.eaa' K :� OPTION 016AMUT+xi - OPTIONlt2 frutm,�as �.�1 y�'+ r t(TYP,) .� •{Mf3:fT16'1 . +'V DEf t C _ tSD,TETJNtTMPG,9Wvi tK>• a a10' COATW6Y8TEAA5tAY.W L D L_ �~ � 0>G. Y� 6Y8LLVffiFCQSTPA.UL �'�. .p4• \ �' a?. fy.187A Ati• .ar J.m.' L.e*o• j - ! I OtT •'�:/mac .w.su?` Ftu= tt1:2Esr.ea,p ..7ua• L•.73e• .as,•-t .xr t:- " 1 STARTER�.AT - f'az4s°ti SLATS ext-TBALU�MMd3iCY t JZ. OY B BASES ,gt Fp�t.4?.r eaw.reALu�m2•.ra:oY eN .:bY.1 -200* ee14-"'� ACETAL BlJS1•UNO ae» Aw R, 1 �--4aer .,ma3'�',4a tam• � att�• 1-----ecw. j�-4.°°°•-- �v:ov,a*cs o,Atmeq �� aaa• I aza•� � .rw'�� S" b 4v .. " 2Tp•) t4TFa .,2a•II`iaer- 1 - �nae__�}� ^ � TA.ur,.,,.JtAau,oY T2.I�•a:*wAT sx1n�rltl BUILD-OUT MLU69ow A00 ECTAiNING SYSTEM:SCREW.BUSHING OD SIDE RAIL t-AI ak EO BUILD-OUTTUBE E7 BUILD-OUTTUSE c`Ae`�•r 6Dw1dAutc..vN+,uar �Te.usn�txcw 7S. �17eAW!dhYMA1t?I a:A:°u'.r ��iC'+' St +d i NkVUrAMRFA TD ASW FCR WIT AN AN L:bJ' ted • 6050'CLUVOCE B'-TtYEEN'ScRow 11JEt0 ANC ` —z • ! CAVIY WALL.AT ND2i HU"ttAIo-FCET I& lam a.ma BUILDOUT TUBE ffiSfe 76 LEV ALLOY aVZ M GtO7 •r Aw 1 ! 11/4-0x3/4—ITW/BUILOEXTEKSCR.G10.t a*a. IO511B'0iTY116UtL6�CTA!SCONXLANCHGR scarCGA. FL•[L e yr vr•r " 8 it! -- �J aK STORM BAR 3wo HUM INC.KWK BOLT 3 ANCHOR 4x7 MULLION cAASONZ a SCALL z.r OF TRAPPED ANGLE © 4x6 MULLION G1 4AMULLION seas:ea.r aN4•TO A:.UH:h`-'S4ALLCY ea+.IOAtuu:Iav iutrsr soe+:e Atu�;M1uti A:LOY c C"a1Te sMcaU1rF9:tiv'VrM.ArLLOF EWF.SFas• tate:sa•r +(r�,�„ItJNJririfirfARISA UIC5G COGS(Non High VC loety SSur'Kene gen e /j stn„TMnrnwc. ootre:ullu7 2-s: �_..�..�••� Ro111agShatioa•Sratom ,2/u/t, �.Q INc. oA7s ��/+ nun 1=90 a eNcaxcR.t+a eosiPvr EXPERT SHUTTER SERVICES INC. COMPONENTS `_ STaTEOF 4 wA acs � a a�aHa. ssa IS'26 8=_VORE&FL,s41U St-242 t,;e;e>•-, .r (xap>,-+aa+ aT PQft7 ST cLLYE.FL.Ja8a C M'.4 t1taC.. y,e4R1 Pf!0,8 rasa)740-@�u5:F+X:()77 071-Oi80 eW1W,NO N. L' NA!3ER stud z OF 26 AJr.P.0 its./•tte7 4nv., t A.T� rnrvrr•' ceox 'fir/� a�Y/� Box �/s 0mp.) v/s Kern, p o �r/z i t END CAP t I EN[) 'CAP 1, END CAP` Q CA,� � �4 SLATS SLATS sz. SLATS ]A:s SLATS s �� - sots SLATS i SLATS 4 STATE SL SLAB je ao je y AT5 of® 0/8 W/a 0 6/8 —_ 0/8 _.' TS @ ns D } "TS— su -N-3) (Trp. Ea. END) — SUIS Sgh� g1D {TYP•) prn (Typ.) SLATS ? SLATS /, ldfi l'lf//1";1 /f/ %/, ✓f//fI/ ///1 t/r/, f> sr0P;s sarvt� '1L�1 i/f/ll rid/f.t /�'r/. /- Ir/%l,?t I! ✓Ji SE-_S,:E M;Y..SLAT VON E " I U ? r (SEE scii s GN stens 15, I6 k 70)i' . - 6ra..SLAT SPAN SC-MULES SINGLE UNIT ELEYATION WJQ STORM BARS *+ ** (SEE SCHES ON SNS'15 k 16)" NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE, TYPICAL SINGLE UNIT ELE11 TIQN Mil 9112RM BARS N.T.S. NOTE* SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE.* .,ASF 1.:Slis7M Nawtt OHT EQUAL M LESS Ta I V-0'OPP,ICA%E TO INSTALLAMNS WIO STORM BARS,r;/STORM BARS OR W/STOU BARS&.VULUOSS W/HEIGHTS UP ' TO t i'-V, (a)CURTxN$HAUL START W/#i SLATS AT TOP.FOLLOINVD BY?2,#3,.,.. TNEREAFTER.ALL THE WAY DOWN.EACH SLAT j?SHALL CONSIST OF UIN,M. (5)'S.ATS OF TYAT.S..AT NUUBM PROCEDURE FCR ADDING SLATS DOWN'NAsO DECOY!G: SLIT SHA:,1.SE �DN7NJED U'e'ftz TGTAL SNU^£R HTJGtiT?$COMPLErm 4tllv"driTY OF nu&.SLAT NUMBER iNSTAi.1.EU'@�=GR*.@C^•TOM SL4i�'dAY Yh4Y 7ilTFi StiUrTER'S!f»;0#fii. *a (a) s AT a�MUST BE ALWAYS INSTALLED, +++J�irePl ' !!// : fLORTDA SUILO NG CODE(Man IVO VetxLly F[ureccne Zane) SeASE-L:SfNTTER HEIOHT LNiG � - i 1 SrALWrl0:1S W/O STORM SAPS AND'n•/OR W/O MULLIONS W/HMMIS LA CER THAN t i'-0', AAA ,\.•• _ y� y� ��p�w 9RAIIN Q7; + V S�(` : CSA13 i7L7ECC evfi. ald�i'l66s u.C.Y.fL.c�/a.a, (a)CURTAN SHALL START W/ + SLATS AT TOP FO,LCWM @Y 12.#s .THIERE.,FMR.ALL ; . TME WAY Dpri^7 EACH SLAT t s A..L CONSIST OF M1. FIVE(S)S�.ATS Cs THAT SLAT �1 � �.4m8PnngSbaHerSystem 12117111 Num ER FROG DUR£FOR AMINO SLATS 0 YNNARD @FLOW g1 SLAT S4AU SE '�'�..`"'2 kIL ECO 9M� IIa7E CONTN ED UNPL OTC$!AT'IS 1n�sT LLE A,-1ER 410 SLAT S INSTALLED,ADDiT•p";a.#1D .� EXPERT SHUTTER SERVICES INC. SLATS RiUST 6_t.SEO is C N...£3e THE TOTPL SH!iTT 1 H:`E;;-r's. - •{j"' r' ` T&LT"T=TNC ct+cerraE.�a taeawwr .% S` F 4 1r�xn,:a,S6 p"syx usz+er w:z>s,n Mu 162 6.S.W RILTMOR.STREET i 1-242 i vm I L-1n` e a. a5C'a:1-tui 4> A PART ST.ULC P 3486+ Q iC mC1 t1t«ala 1 m CxANII Na ;o)SOTTCrLI S!ATQMJST BE ALWAYS INSTALLE[I. : .<` COROQP•'•tJk'+� E3-6D36?16 Prat my7w-cosA LAN 7.1 en-�s�a Nr.* A.Taut d P.E, P.E%�/Q,gf11L�9� TS4Sl1h!Ja F-067runm � SistCi 4 M 29