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HomeMy WebLinkAboutPRODUCT APPROVAL�1f4f30'IS Florida Building Code Online ` r ELLS Home Log Ip 1 User Registration Hot Topics i Submit Surcharge I StatS is Facts Publications Pi staff acts Site Map Links Search i RIB if. Product Approval ,�w�� b USER: Public User fiw R A pr Product Approval Menu > Prpduc[ or Application Search > Application List Search Criteria Refine Search Code Version 2017 L# 12246 Application Type Product Manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search RB511Rs - Annliratinnc _Fl # Type Manufacturer Validated By Status FI-12246-R4 Revision Expert Shutter Services, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: up or wow= w..orn. Epp uven uy uorn seen pe revieweQ ano ramneo oy me rou ano/or me LPmmlSSlon it necessary. Contact US :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2002-2013 State of Florida :: Privacy Statement :: Accessibility Statement:: Refund Statement Under Flinch law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.'Purauant to Section 455.225(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, F.S. must provide the Department with an email address if they have e. The entails provided may be used forofficial communication with the licensee. However email addresses are public record. Ifyou do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under chapter 455, F.S., please click tere. Product Approval Accepts: MTKOMEIM RECEIVED Crddt card Safe MAR 0 2 2018 ST. Lucie County, Permitting - - - --- —CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO AHY CORRECTIONS INSiti HAT REQUBy FIELD MAY BE NIRED CESSARY W ORDERTO COMPLY WITH ALL APPLICABLE CODE . hUps://floddabuilding.org/pr/pr_app_Ist.aspx 1/1 Y HOP >nua u s g A aQL of ? pampa @jq 4 Ilk ; A= 2A hal gig - yg x r" Nn P yg �gc o . 60 '�zc �+ UUR"ai4itTi �" ma k9��goo� ($�1� MQ$��y�3�. or Z11u� �mq^ b5",gm- V $ �_ a �� s �� Y � 5 s L � 5� yy S� yyy 2> b lii Y \ i�i3 JF a E1 d �,ei CIO 1- o q v doe 911 H MQ o Oa bQ a� Lm • A �'.A O \m4wU mflg bb in 1. 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'4XBMUUION mNroI1UENNXLL4/ amt-nHum�wixlm 1Wp14.Y a04YlV a' pt, 4X8 MULLION na.ntiaWawuwx awzx.r COMPONENTS m 'r—i➢'0.'—' -f--) 'BUILD-OUTTUSE s�csn Aw+.vw..rwr Ue-Xa�r� /� Q) 114.0iY4-LTWMUILDEX7FX SCREW -cwmisEu a;. stun m+r �� OI SIIVOITViMURDEXTAPCONXLANCHOR tumaaanet wtour•r rz� QK :STORM BAR QJ 3Ia0HLLT1. 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CAix-IN wvaroRS 4 a YRNDn2MtE-+ ^TI STORM BARS ARE. rmvo'g0..(MERESPECTNSLY SHALL BE LEFT OGE m A) / NlCFi0P5 AT 114"TWE ! g 1-3 Y n j ] '0(IERNR SEPANATT;O8TO' ( n } (2) AFxHORS4 PER - QAS +i STORM BAR COILVECDOµ a {SEE SCHEUUL, CHI A , Y Mtr FOR v I ] .D iSEE TABLE.d ON SREET 23 c� Wrro `204£--'v ; f>'L'(08D i(Lyp 'faP'6 `BGRaM c SHEETS T.S @ lOJ I 4) Damm, MK=w ut+�iprs OR (2) 1/4 4 $OtIO-SE' ANCHORS OR p. I SEPARATION i t I GLASS (2) WWII mx'80Lr TZ EXPNamm 1 C ce SCHEDULESSEE ' fetMl A t21 s s>� TA con u AlICH ns ,•. ODOM @ I GJ5$ q I a• mum 1 2 x2 xi/8'x0'-S` (6063-TE ALLOY) _ —li i I " 9 2' a (REHS MMiN M "O a' SW W1 CLASSS e+t. Toc 51 _._.i Si _ C5� i I ( c m�1w/arrou 4`4 �To, 4 BAN tMO�lV, TOP 4 BQT[DW SECTION`Si-S1 n M. a%leGrra�� I � {aR Tcr)�naul � � POURED CONCRETE YIRI ED E D i O 9 0"a As �' m a 1 ucctE w �a 1 68R n5 XL W/ dFGdf R6+Ep 3/;b4 TMCOtaS-XG W/-t 2 1/ �2 flA Mtn EMB ryRR f d 1n. [MtiE44ENT a GA' ns, ro,E or sus w spvGAs*e t LR2K or sys WA4l MOU T`'1 W APRUEAD.E ��m.. T�.wTmOa ( �. APRitC4T2 x J - � �'p '!�, FLORIDA BstnluGWOE:{Bon 9gn'vmoab N.M. Tone) 1/2 Min. EO 1/a M% EO_L-TOR s o CAUT-W AUTHORS i - •- 4416T wau rTxa wc. Nau u 1-3 ,In, ECt. Mn.COr---I--s(w 114ro 3�cm-sEr ulclwaS : TF , ii5 ^^4 wm E.0 "MuEa....-1--'iGR u6'o F11C(.9"dT n fA?ui'f@iR k`1PP18i' I UH ' {�- T}' RO/WtgSbnttBbJsbm fT .1/8' Mi.< E.U. 3' .. 1/8 Min: E.D.- -POR 5j10-4 TAPGN: TL ANCHORS Pp r-_-?'.---.. 'm E C O. E�Er. �. nw nm a • cna,,necn a c Mw.r EXPERT' SHUTTER SERVICES INC. o P' '1tt, � «f+m'�w�• E'n. r«r iinro i'. nvm h Four xw'wLmuie s�cT 17-244 FLOORTOCEILING/.TRAPPED'ANDWALLMOU"NG:STORMBAR n zy 1 C+ t .w>umcoe.asa. 4. , iPoRr sr. wcr, ti 3.aet SECTIONS ��t1 f '��R� °"°�'> , ee Ml<--,�'SH MLiii�aemeee. flbeW lic 1Yf16] ' fl1¢t 4 nf98 r , M1�, eD.-------------------- 9- M. i 1{ ii BO IOM) SECTION XI -XI W/ iG� (END & INTERIOR MULLIONI MtORIENJAMN (61K4°) 0/8 or M �0/8 or R/8 orR/8or R'/8 — R'/8 mp I e i l 'SECTION Xl-Xl Wl (a ,L...— POURED EONORM Ka;)'D. END & INTERIOR MULLIONI r'i i � i � � �1�1a' la'... iwat iLcG(1H/ ORIENTATION 8 11 L a ii #EOGEG (B•c4� PPixasE iYg' a a JW NK BOLT rz ERPavSGN ' 14n. E.D. `Mutl ED. µ0NOR5 RRER:OR NU(110N Q (OPIENTADDN (i): Vr . Ea (Li J/4? MX SOL' rz EitPu.S'OR pNiLIIQQQ�$$ O EM A4R M MOR. NULL10Y5 MULUDN a{ENIA O021 MD. FLOOR ND TO CEILING)TRAPPEDMOOND� MULUOM-COS-OR SECTIONS W1 END & INTERIOR TRAPPERMOUNTED:MULLION 'INSTALLATION SC1LE: 1/6'. 1- . /V ALTERNATIVE SECTION X1-Xl W/ (G�• (ENb &INTERI ORIENTATION # 21 (41' 6' I �1� /: 5 1 (END MULLION ONLY (INTERIOR MULLION ONLY) - ALTERNATIVES.SEOTION X1-XT W/�' (W/ ORLI A ION k I) (L•XB�) I.A:SL�$ENAu�'(MD BOX NOTSHOWNFOR CLARITY �i 9 7" 0 i P e �SNa� P P C !� t �z o e @ IX _ u H / R/8 or/8 r' R'/8 e Hr. E0. swmlRc /8 Or /8 or (♦) R'/8 I'CE xi (tTOPA=4 Er�E OF RAB I t l.I i T Ap?u wn. FD. L XkDi : s rrrircssir{—is[c. scMmD[F B1i) (� scMmu[E Bi)'I ((w. v{ro:1RCD C414P (51 $FC S EDULE #I. FLOOR TOCEIL1NGITRAPIOEDMOUNTM: MULLIONS Q OR1 'SEOTTONS W-1 (¢_ Q END& INTERIOR TRAPPEDMOUNTED' MULLION IN! SipE'RAIL NAND_ TIO% 5NDWN FO CLARITY ALTERNATIVE SECTION X1-Xl W/ (g:' V INTERIOR MUWON ONLY W/ ORIENTATION § D END Q:�s uWwNiQ(RrtEF. ap{va A'm4A IRA.PLB uxPlcm isufaa S'nV CfQlffEi D Bi SfYE@hE Ib' !0� B31NWpNUAS l 4 Y ➢ Qi 9➢ET u' iuwi[co �. uRacil'�kaD kA; ssAv as[warmA: "Amm ou I - RL Wa AW COVVWk N'f3MAi>7p4 MR4UD .. 'paL W "ASD. mm MSURE RAW WJGWY.[ARM SPK240. SEE SOC U3 P a (I FOR 18a1 aK rPECS Daum mum Om IN - REsx uW cww[Pr/i..P TOV wl tm p:[. WJRYW ADD. mm PRoDmv RA101D. B'-B I1lOL1Al vim SPAM. SLC SOCCA 5 /1. a 121M ,vnxxu sIE¢ 19A110¢I Vd ➢ - CO[bBTOII .Pq DOR M 2[ODD PAf. ➢AlDlR01 AS¢ DESWY PRSJ - PAlr. B'-O' 4;tll 1PA1a11 ' �uvr sf=.s7mr�Ts 11 a q [M (DmIDRa 4"xB- INTERIOR. AND END MUWON::W ORIENTATION # I .i)IIETEOR M Sp1E0ULE /I LRST W7){ R .RUmR ME Y 2R[ 6P.. TOP A VOT[Ow)mu I [ 1-hill PC M6-N XPEWa� J/B•. W!9! rA51ENER wmc[-DOLT N R.MO D& �.3 (OIIMDa).wA[E25 2 1/r 5 i/2- / cRa+unal /s .. .• yr. lli2 Om INP-W a f/T. WwQ'rArlEb'TA N - rav 04 rtn.® ( m-a gl[j wxza+ ra r s• W/'�(1. /3•. MI w:' 1.'q.T rz.gaj rOB {ra Q MEWM w/ OMNeAIIIX((.) 6FO Ia1Y-WON w/- 2'1/r 5 t1r AiIC'S'/l). L /r. m.9 os Is15-w a-1/r. roust r.na6.a WAIL-) ti IHb 13 . 1: W/ OWIX!♦1gN5 1 •M YYY//2 j 1/2O .101 P& KWIR' MT TP M r C a mlOErdi AM Ig1tr46 QHD 4 OR W/ dREMU.iM'W I1�) ¢ Q•. (ro ml em 19 s OR 1 " Pr¢ -WWOfD¢-,DOmpNV$ NUR Mw.. 5• B• 2Drwi SCHEDULE #2 wR. su 1MmRRE4R .R71M m[ a = ". TOP a ® ) Y 'Ima-m¢ DmuaEDE fJl_S F[O'O. ucra L L Y a .• ®�X:54TcY u s/B'. iOYW r)SRNM 5%a•'-9 2' 1/r 2 Sir T¢G . 4 EDGE r z Jp MIN. EJ e LCn lHCK FWD. Q/8'or R/8 or R°/e R> w/mw I , In - Cont. TOM) 2 i/ 0... Miami? VS or Va, or TER EOGE.. IF ;APO MLE� 7 JH° Mm.'ED. l I9CE IF hrT!UCPBLE� (fc o 3.ka7 Min.). Lily POURED CONCRETE (. 8• Nin.. THICK.REO'D. (ro:- J ksl Min) a' E ian E. Min. THICK'AW'0: z-,--... OOR'.G 2`° . LAPFL 7 J/t' 11,ET 3/aMfn. E.., I 1—_, y ��:a yfe•(So6l-TS. ALL" - 7 (EW61-TS ALtP!) . WCLE'FA -SZE. EOOE ff MPLiCiBtfJ K.m Rmu rA �SiOE EDSE 1E )JeLRABIE O`SHO+N; MAT BE SECTION X2-X2 W/.(G7-OR ALTERNATIVE SECTION X2-X2W/ n OR D. TRAPPED MOUNTED (END' & INTERIOR MULLION) �k'-R' AM SHEL7 B.) ._(END & INTERIOR MULLION) (W/ ORIENTATION 1) RIENTATION P 2) 2aCONT. ALUM. (6'K4° Or $° �4°x6° Of 4°ic8' /r'ITW BUUE%- K {'� I, a.a TO TUBE. li • SIDE RAIL{'D NOT SHOWN FOR. CL6MTY Rtvm:'ANCIE �l WALL MOUNi1NG :.MUW NSPOR(M UR O CRE'fE WA S SECTION W2 it END & INTERIOR WALL MOUNTED MU W ON MTALLATION SCALE:: I/8' . 1- . li • ' r I� nl EZD CdV hiCR3E55 6 }Sn. RE70. 4- 1 I �� q I i OIiE1nDR. ': 0/8 or o i Q/B;mr R/8 or u. ! R/8or R'/8, y z I R'/8.. wG Mw' D SE (WA 'MOT ON 1/2• X2 D 1/2• Ildldl5' fCUREO 4 4'fS"NITS MO 8'(O WN. E.D. CQNCREIE (r«O EQ ,rA; SIDE W/ (2) , MAI w fAn, TKCKIm h {Z) 1/Z'o K" 'VA�FtEOQ _ W/;3 1/4- Wn. EP (TV. TOP,. h, EDGE !F PPP '.J WALL PMOUNTING,EDUU URETE W G OR POURED CONCRE:TEWAL 6ECTION NAT EDGE. IF ADPl1C EAGE'trMPLCA6LE� T lf2' Min: E.D. POURE T 1/2' Wn. E.. 2' , EDGE, it PFPNCA9tE� Atursl: utCaEEw-51DE ALTERNATIVE SECTION X242 WJ Q OR (G—t: '(INTERIOR MULLIONI .{W/.ORIENTATION & 2) (4N6' or 4'A8 wveQ (LIMITED LOAD; MULLION- SPACING AND SPAN INSTALLATION): RSTAIIATION CA¢C -'RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH i80.8 P.s.l: ALUM, W'.MUM A.$,D. DESIGN PRESSURE HUROEX RATING, 12'-0" MAXIMUM -MULLION. TVGE. SPACINGVALID FOR CONNECTION'TO-" CONCRETE W/ HILTI INC. HUS-'H OR POWER FASTENERS WEDGE-SOLT ANCHORS. INSIA1LATiON CASE S` - COMMERCIAL APPUCATION FOR At100.0 P.s;f.. MMMOM A.S.D. DESIGN PRESSURE RATING, 8'-0' MAXIMUM MULLION SPACING, VAUO,FOR CONNECTION TO CONCRETE W/-HILTI INC K1'AK SOLI TZ ANCHORS wGIE .$IDE,RAIL@NOT:SHOWN FOR -CLARITY T%/7 i I mD=l Bvvliano Zow) auwe+er.�. ins twrz V-294 ' oMno r mmttuas T ... 4N.UnM1lA1 NULL S M FOR MM MSrAUAMN rMC Z # (SEE SO WULE ON S;MS 23. 24 4. 25) � � u O � � cos O 0 A7 m -0WE m` '4wI O l a v a �p jm°"a z gos god sor Jos �; va u $J1 RS.R. Rif a t ti G. Sp g uc� �0 Q��.. �i (•IYW i -1 g OiiFFvv11 vl C^bR Fpor .Oa %lY � roll A _ a m SX {g �m „may %.. �. rh 6�g '0` V .O" x z w *' ea ti , X N wZE J_ cPi x n - `•- — :---1 - ! � �P�.oF; V• • • �Er�� e ~ IR Z.p��wyp� �V N• N Z s let y f I ua, r n M;a E.O: SCNEpULE • SiOE RAIL (0-'AND BOX'NOT SHOWN FOR CLARITY. FLOOR.TO CEILING 7TRAPPED'MOUNTING: MULLIONS SECTIONW-3 aAT�✓Ta U s — I?w I SEE'' FWOMU0IQ (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED 8Y SCHEDULE_ 1D :FOR INSTALLATION OASES T, Ie A; D ON SHEET 25.. .(LIMITED LOZ, MULLION SPACING AND SPAS{; INSTALLATION): INSTALIATION'CASE T — RESIDENTIAL AND COMMERCIAL APPLTCATMRS WITH 360.8 p.st. MAXIMUM A.S.O. DESIGN PRESSURE RATING, 12'-0". MAXIMUM. MULLION SPACING. .SEE SCHEDULE ®1 FOR. ADDITIONAL 'SPECS. I PSTAL1AiM CAg L — RESIDENTIAL AND COMMERCIAL APPLICARON ' W/. 280.8 p.sa. MAXIMUM A:S.D. DESIGN PRESSURE RATING, 8'-0' MAXIMUM. MULLION SPACING. SEE ''SCHEDULE#1 FOR ADDITIONAL SPECS. PSTALUNON CASE 11 — -S6HEDULE:#1 INSTALLATION THICKNESS ANCNOfl TTPC 8.4RC OR MI(L ANCHOR MIN:: FOOE - DISTANCE CASES REb'D: TOP L, BOTTOM) EYDEDYEM /8, `f Tl'. INC HUSH I KR-' 4' wEDCE- BOLT. AHCNOR. L a•. 1/u XW'IB 2 1/2' S 1/Y ZINC G E' 00 INC XNV( t/ET 0 t/4' ! 1/2' • ttM1Ti 7 D/4 1 2 1/e• Iwn. EMDEDNEM 03a'o.c. 0 _ .__ EDnE ff APPNCAIC� ( ) G2 2+ \,l 4. Y1 s POZG .D .., 2• :7E.(Po a 3Id urt) te' THICK RED. POURED CONCRETE V. O Wti Wn.) i FND sW 8' Mi THICRr REO'0. \ E' . ( _ ... El 6YALL MOUNTED SHO ", MAY SE D .ALSO INSTALLED TRAPPED MOUNTED PER SECTION D'-O' ON SHEET 8) EKL" NT. ALUM. m BOILDEX TO TUBE. 1£n) J/a 6. E D' SSL' e• SbOEt-Tfi ALLti i3�m. A,YC:6 Ek TOE.. EDDE IF AP)ut uB •- SECTION X4•X4':W/ a? ,(END &. INTERIOR MULLION) (W/ ORIENTATION 6.21 (417' i • SIDE FWL0 NOT SHOWN FOR CLARITY I' WALL MOUNTING, MULLION=4r'a2i POURED CONCR ALL SECTION WA' R WALL MOUNTED MULLION INSTALLATION �5CALE:.1/8• 1' _...•-, .. �. 1 � Tr ; : � f'L'G.V'.07NG \ .oaa us.ra�.omn�.,ai" �W1IIAA 1�hP4 �'� NO1QDpsnmrasam<+o Ana :EXPERT SHUTTER SERYMES INC. "le sm. roe: n. u� n.VxoeR. lo7,244 u.:c.. n� uraa nv m� aso w um li am R.E. SOY{�GyX WTE •.. ,•u ti. I WALL MOUNTING: MULLION. 03 POURED CONCRETE WALL i E ECITON WA 0 INTERIOR WALL MOUNTED' MULLION INSTALLATION * '_y ED'f{yG'E IF APJ+IICASLCj CONDNUOUS POLURM CONICREFE.tf, - 3 W W Mn; TKOiWESS RE0'0. 4 A/8 Min. CG. i__ V EDGE 7 APFUCA r-// 1 SECTION.X4-X4.W/ (INTERIOR MULLION) (4I/ ORIENTATION 6 21 (n7`) OSEE MAXIMUM a (INTERIOR) WALL MOUNTED UULUON SPAN COVERED BY SCHEDULE 2W FOR INSTALLATION CASES V & lY ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPANINSTALLATON): RWAlATION CAM P RESIDENTIAL A14D. COMMERCIAL APPLICATIONS WITH ±60.8 Ps.}. MAXUMUU A.S.D.. DESIGN PRESSURE RATING, 12'-0' MAXIMUM', MULLION SPACING. VAUD FOR CONNECTION TO CONCRETE YI/ HILTi INC HUS-H OR PGWER FASTENERS WEDGE-80LT ANCHORS. INSVIATICN. CASE TC — COMMERCIAL. APPUCATION,fOR f1G0.0 p.9.I, MAXIMUM A.SO: DESIGN PRESSURE RATING. 8'-0` MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HWIH BOLT 7Z ANCHORS. H.M.. STEP 1 OBTAIN JOB GN RATING SPAN L'(NT PROTTECT IT(SIEE GENERAL PRESSURE HEEf 1)RTME OPENING AND DESIRED SLAT STEP ENTERTOCHARTS (Ia,.Ib & lb- THRU IC ON SHEET 15 TO DETERMINE, BASEDONAN112' SLAT SLIP VA), ANUHUR I TPE'AT SIDI RAILS: AS O. DESIGN PRESSURE RATING BFs14; THE REQUIRED MAX SLAT PAN -VA. _ THE FOLLOWING INFORMATION ISPROVIDEDATCHARTS I THRU. IC TOPROCEEOWITH PROOUCTINSTALLATION VERIFICATION: • ENTER ASO. OESIGNPRESSURERATING: SEE STEP(1)ABOVE FORA SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE,THE FOLLOWING DEFINITION FOR SLAT, SPAN SHALL BE QONSIDEREO; Lw .THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH GIVENIR' SLAT SUP MAY BE USED, FOR A GIVEN A.S.D. DESIGN PRESSURE RATING. • MINIMUM REQUIRED SEPARATION TO. GLASS IS PROVIDED ONCHARTIC: PROVIDES SEPARATION TO GLASS FOR PRODUCTS W10 OR WI STORM BARS (SEE STEPO). STEPA: IF PRODUCT INSTALLATION INCLUDES STORM BARS, MULLIONS OR S70RIABARS & MULLIONS, THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. PROCEDURE da: IF STORM BARS ARE USED 1,. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON CHART Io, ON SHEET.16, IT SHALL BE MEASURED FROMSACK OF:SLATS,TO GLASS, 2. ENTER TABLE 1'ON SHEEP 22 W(A.S.D DESIGN LOAD: STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM MR SPAN (HEIGHT), '- 3. ENTER TABLES 2 OR30N SHEET 23, WITH AS.D. DESIGN PRESSURE RATING AND STORM BAR SPACINGAND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP & BOTTOM. OPTIONS PROVIDEANCHOR SPECS ATANCHORS TYPE LEGEND FOR VARIOUS ' ANCHOR TYPES COVERING PERMANENT.IANCHORSA& D) OR REMOVABLE (ANCHORS 8&C) INSTALLATIONS & ACHOICE OF 2 OR 4ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR PACING. PROCEDURE4b: 1F MULLIONS ARE USED BUT W/O STORM BARS T BEIMUM SASEDONGHARTNIc0GLASS FOR SLATS 0NEETM11$!SHALL SE dEAURED FROM NSARE USED SLIT WOSTORtA BARS SHALL OPSLATSTOGIASS. ' 3. SEE SHEETS 10. 10A 11, 11A 12,12A.'13 & 15AFOR REQUIRED MULLION CONNECTION DETAILS AT IOP & BOTTOM FOR CONCRETE FOR A GIFVEN MULLION TYPE'.( TO CFJLJNG "A0OdY I). MOUNTINGS OF MULLIONS INTO. PROCEDURE 4 IF BOTH STORM BARS & MULLIONSARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALLBEBASEDON,CHART Ic, ON SHEET 15. IT SHALLBE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE i ON SHEET 22 W/ASA..DE61GN LOAD AND STORM BAR PACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT): 3 EfTTERTABLES2 OR 3ON SHEET23, WITH A.S.D. DESIGN PRESSURE RATING AND STORM BAR. SPACING AND DETERMINEAPPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &'BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A & D) OR REMOVABLE (ANCHORS B & C) INSTALLATIONS &A CHOICE OF 2 OR 4ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACINC, 4; ENTER SCHEDULES 1aTHRU 2cON SHEETS24.25 & 20 W/ P.S.D. DESIGN PRESSURE RATING: MAXIMUM MULLION SPACING @.W ,12', S' OR T), AND DETERMINE MAXIMUM MULLIO SPAN (HEIGHT) W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR AGNEN C�,..u2 & 0). MULLION TYPE & MULLION ORIENTATION. S. SEE SHEETS 10. 10Y 11, 11A. 1212A 13 & 13A FOR MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEILING SPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FORAGIVEN MULLIONTYPE ('G. t, & ). ' 1 * PROCEDURE PER STEPS 1 THRU 31S SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES.; SEE SHEETS 20 &.21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. No.44167 17-244 macx. SLAT PERFORMANCE CHARTS Ia: lb, IV & IO:-(ONLY VALID FOR 9@'*SLIP) FOR':AGiYEN A.S.D. DESIGN PRESSURE RATING (p 9.t). PRODUCT MOUNTCONDITION INCLUDING: ANCHOR TYPE AND FOR INSTALLATIONS W/ OR. W(O. CHART Ia CHART Ib CHART Ib' t CHART IC � USE ,, ASA UMO 6�uEDmlRi ros+RaE Ash. Tao E . I 3/8"0 KWK BOLT 3 ANCHOR. POURED; CONCRETE 5/16'e'fAPCON %L ANCHOR= 511VOTAPCOMANCHOR. ro-9 t 1w1FD . cuv 1. m ✓'G�P.4m:�66tY M4%. AS.D: -MAX, SLAT SPAN' +LANE" (TT) 'Lmw.* (m 9% SLAT SPAN LAW.. (Fn REOUM MN. SEPWYION TO. CUSS MEASURED TO BACK OF SLAT (fi) DES M 2171N0 (py1) wml. YG9lT %C XOIR • iPA^PE9 11aAR AL IA16 Y da0-oirt R �J Q ` IMwn M NTiB ♦ mFL UOIWt W tOItIl mt F Y f >a NN®.�w vtmII Vr ,+ i% a, am0=a�t�-a wWmWuy = MM1S II wll MGM) m WI61 IAW'ID NOW mS w Ii.! &ROlur r y ".6 Y. -art wdert w/Q6 'A�..H011a * W/o ..SiM t SNZS taRa ZoK 'W STORM 1 3 M VA`0 2015. ]OA 20'=0' 45'-4' 20-0'. 2W_T 2W-0^I' IS -4' -0• t8'-Ir 20•�0' ISM- 18'-D' 15'-8' 1' 14_t(Y e' 7 35A 20'-0' _15'-}^ 20'-4" Is 20'-0' 15'-W 19'-W i6'-3' TO'-0- 15'-0' 16'-T.. '14'-0'. 1' .14 1 Y 6' 1 7'. 40.0. 20'-0' tS-2" IF-7- W-6' 20-0' 4'-5' 1T-s' /4'-l0' W-11' K�5" t4,-t9' 12W to 14 / 2'. W 1 7'. 45A SGO 20'-w 20-O' tO'-0' W-10" 18'-T, )6'-9' 'IV-3• /4-2' 20-0'. '19'-1' W-2' 1J`-1'� A6'-W i4'-10' 15-9".. -3Y-10' 1]'-e 18'-Y 1F-Y 13'-P° tT-4• 12'-9" 12'-0' ll'-0" t•. 1' t{ f 15 '. Y' ,6' ! T' . MID 20'-0" W-8' 15'-W IS'-4" 1T-5' 12'-4' IN-/1' 12'-1^ 15'-0' 12'-4'. IT-0- 10'-6- 1' 14 , Y 6' Y 60A 19'-5' _13'-9' Is'-9' 12'-7" 18'-9' 11'-a" 1T-0" m W-5' .. 14'-2'. 95A" 18'«s' 12'-)1' 1Y-/1' W-11' T5'-9" fit-0' 1Y-5' 10=11" 13'-4' ti'-0` l0'-Itl' 8'=b'. 9" 14" 6" 7' 70A' IT-4' 12'-1' 13'1-Y. it'-4' 15'-0• 10-6' 1i'-10'.. 1N-4 - 12'-9' 10'-6'. t0'-4' 9'-0' 1` I t 2' l8' 7? _ 75.0 16'-8' l'-T' 121-T W-10' Ss'-i 101-ff 1P-f' 9'^1 }'� 12'-6' 1K-0' 9'-10• 8'-Iw 1^ '15 t 2' 8' L 7' BOA 15'-9' iP-C i2'-0' 10'-5". 'IN-7* W-T 1C-10' -T 11'-X 9"-5• 9'-Y 8'-6" 1^: I:r 6' 1 71. 10'-0` 13'-D'. 9'-3' 17-5' -3' 1P-2" 91-Y 9'-Y e'-Y. 1' )}'.. g' ". T 90d 14'-Y 10'-S' if-2" 9'-8' 12'-6' S'-10' t0'-1' 6'-t1' i9'-0'� 8'H0": 8'-i0" e'-0' 1^' A2 1 Y 'r 1 7` GSA' 13'-5'. -. 9'-w 14'-9" 9'-C -32-0".. 8'-3' O'-@' �6-T f0'-97. 5'-5` 8'-8' 7"-9` _tom _i21/2' ''8" '. R TWA i'-9' 94' 10'-S" @'-P. N'-8' e'-4'.. 9'-5' @'-Es IO'-0" 8'-f^ e'-3' T-8'. 1' IVS ! 7' 10A0 12-2 9'-A' 10 91'-3' 8 -0" A'-Y '8'-2`- .9'-8' 8'-9" 8'-U' T'-rt t' 11 f 3' 'e• Y t10A 11'-7' it•_1• 6'-R. 8'-5•. '9'-9' 9--e . B'-8^ 0'-4' i0'-31 7,10" 7-8' r-/0" A'-8' T-8'u 9'-0' . ],-8' T-9' T-6" 7-2' 7-0'. 1'- /' II S.Y' 11 1i Y v S. 7' 1 7' . 120d 10-8' f0'-Y. 8'-t' T-9" ff '8'-0' S 2 7.. N•. IO 3 T-S Y-Y 8�5' e'-2' ] 8` T a -71 8'=e• ;T.-S' 7'-Z" 7'-6. 1'-S 8=t0' 6'-8' 1• 1' it" )Y 6" B' ]- I A i30A 9'-10" 7-Ir Al-9^ 71-1!^- W-9'.1 7'-C' 81-0' 7.-2' 8'-Y Y-0' 7'-2 6'-6' 11 '701/2' e' 7' 7'- -6' 6-10' 7'-10' 7'-3 S'-2° 6'-10'. 7'-0': 6°.-5' 1' 10 I/2' 6' 1 r T-5'. 7'-8' 6'-it•. 8'-0' - 6'-10' 6'-4l 1' 10 1J2' -1G: 6' .""-I ' ]` 745A 8'-50' 'A•-Y T-J". 6'-10'.' _ 7'-8' Y-1p' - - - t'.. 8, 7• 15G0 -8'-6' - 8'-7 Ty2• B•_6• T_C - T-9° 1" 90' ,8' 7- f55d 8'-3' ]'-f 0'. T-0' 8'-5. 9•.-Y T•-]' - t• �i- �0•. 6' D• 7'-i' T'- ' 10'6' 7•. * NOTES 1. ASM VOICATED MAX... SLAT SPANS. MAY BE USED AS EONS AS ANCHOR SPACWO SCHEDULE5.'ON-SHEiTS 17i& iB iNUCATE THAT AN ANCHOR SPACING IS AYAUBLE fOR 111E CORRESPONDING SLAT SPAN AND. A,":,DEMN PRESSURE RATatO: . .. 1. REQUIRES SIDE RAILSANCHOR FASTENED ' 5 EXISTW POON 7CiLIRE HWRIT OKr 7/8'' KWIK E RICHOR OR:511 CELL COON -ME BLO R,; R %ITH 1 CONCRETE OWGROUT fEIILLttiON CELL WNCRE.E BLOCK, OR YA L MOUNTED. �EkED. SCREED MOUNTS , A CONNECTION, MOUNTS g WALL MOUNTED. TRAPPED MOUNTED, AND BUILD -OUT MOUNTED: 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOAD S;MAY BE DETERMINED BY LINEAR INTERPOLATION. OETWEEN END";YAUJES' WALLMOUNT OEamJ SIAT SPAN: RANGE .IUM 0'-4 t >. 4'-5' t > W-8' 4 > W-i i > ?,,-A' T ? e'-42' 1 ' > W-18' T > IN-M.:t 9" 7` 5/8' NOB-i?a '9" 9T 8°• 9" B' 6' _ TRAPPED MOUNT IMN . SLAT SPAN RANGE PRCMW PAMD'-4'st > 4'-5' f > 5'-V > 6`-TY > T-9'-T >.V-IV t >, IV -IV t > 16'-20' 1 Yet-faS 97 9. 9'.... 8' 9' - - >I08-i24 9" V 9" 8.f/2` 7- 8• _ ..�. ,_...... -..n_...._: >tdt-tt0 9.1 0" 8' 6' BUILA-OUT MOUNT SLAT SPAN"—+ t tNM MAX. SLAT SPAN FOR A ONEN A.S.O. DESIGN PRESSURE:.RANNG .SHALL �INDICCATEO- MAX.OSLAT PERGORMANCE CHART ON SHEET' 15. am= SLAT SPAN RANGE P �% G'-Y } >: Q-8' t ? 5`-8'-1,18 Y,W-T t.. .> T'.-9', T >. 9'-99'? > 12'-181 { > :16'-2v 1 RAM To+ E E E E E. .. E, E I IA mz . 9' 9' - 9' 9' 9" 9' 9.: 9° 9"9' 9' 9' ;9' 9' 9' `9' 9' .9" 7 3/d Ti,.. 4" ,5. 5/8.-9` "9" 9' 9'9"9'9'"7•7"•..'5%5/8" 5. 5/89'9" 9'9^9° 9"'9c_ 9'9"9` 9?1/2, 71 2 6' 'S'S 6 S�5J8 5 5/8 5. 5/8 5 5/8,�9"7"S 58.5.5/8`5_SjB: __9'9'9'r 9' 9"9' 9"- 8' 6. 1/2 6:3/4" 6 3/4' 5=5 8 5 S 85 SY8. 5 5/e ,1%-120 9°'9"9" "V . 9' 9` 9°' 9" a' 6 1 2 8' "/a5,15 s/b>.12t-N0 9' 9- 9" 9" 9` 7t 2 e' a 8" 6- 5. 5/8- 5 5/8- 5t41-169 9 9 9 6 .. B b'. 7^y' 4''i 4 —5—Ire Y S 5" - ........-..... ....... ...__. mt wx MAX. ANCHOR'S SPACING SCHEDULE Vb FOR A'GIVEN SHUTTER MOUNTING TYPE, W15116'0 TAPCON XL.ANCHORS 'T0 POURED CONORETE'WALL A.S.D. UESIGNLOAD & SLAT SPAN RANGE WALL MOUNT I tUm .... 'SiAT MAY. SLAT SPAN FOR 'A ?—SPANS ;CNM A.S.D. DESIGN LOAD C SHALL NEVER EXCEED MAX: SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART SLAt SPAN 'DEFINIT10 ON SHEET 15. TRAPPED MOUNTA MID BUILDAUTMOUM d �Ti �i:: ✓-, ?�' . FLOFipA BUILDING -CO➢' (Um IG h Veloly ffmk.rm 2mm) Nautilus t At."P�� E C O ]MmPP EXPERT `SHUTTER SERVICES INC. m w" °"w� �•e�'- n+sALj M. M L r 4w;. ... ��Ri ��it�L��`. e POW aZi484 OY 4i P.£. 'CU R ' SiKjgM E1QliE: A 1A41 ,V. P 4h) ♦♦(� mw.. s.wu., ew m.w .w..w. n. SLA7SPAN..R4IGE.. Auoo: bvnsfw0 p•wprf .. > 4'-557 > s'_8':i > @'-T �f > 3'-11'-7 > 9'-t2'fi - > tY...iB'.7 > 78'-M' i' a 30;0 U. 8", B. - 8". - 8°.. 6`. - 7 i/2' 3 1 2' e' 0• 8" a;•. 6•. 4" 3 3/a, ist-s3 e" e' 8' _ w 8'� 7" � 4 /%2' ! ! 4" St 2° 3 3 #` 3 3J4" >t6e-,]o '0' 6' -0°... B.t/2" d.Y/2` !.3/4' f]t-f46. ;8"- 7 t 2" d'. i 1J2" 4' 7 a` 4" SLAT SPAN RANGE - �, P+i+^stn@ Y4'>3'•'Y > Y-8' 7 > 8'-Y 1 >-T-2' } > S'-12' fi > > tb'-2d1 8" .,._.5. I s f/2 '4�_.� a:.....�.. IA- om F,: 4. >406-12 8� 6" fi' S' 4�+ 3. JJ4' 5.3I4"' 4" 3 3J4' -.�..:.._. 9= 6" 5' ! 3 4 13I4'. --" - -. ),Sy SLAT SPAN RANGE I >4'=8'1 >;fi'-TT>T-@'fi>8`-121>Y2'-96'TEE;EEE39A6"6'b"8"6"6'g'@'8'6'8"6'8•8$1/2:41/2"4'4'33/4' >.St-06"6"6'@'686"6'6'6"@°.,6'6`6"5"4"1"33/9'3!/4'33/4"7314" 8•6•6,6,6'6•8.8.By6,6�6•p.p.33/4"3343'3p3:3/p__ 8�8`6"6'6^b�b'.8'6'.S'S'5#'33/4433/4'J,J4JJ4'.8`8'6'8'6'.4tJ2 IP-- 4i/233/433%a"33/a'33/s'31/4'3/4'_ 310g-12a8"b`6"6"BS57/23!J44t/241233J4S3/i"33/4"33/A"12t-1�08"6a"3P54'34412,4t2333J4"33JA%»a1-18ob"6'5'#,12#t'Y?374a' 4' 4'. '_ 3 S N m1 PRMSMmm RVS SLAT."SPAN. RANGE' 0'-4' } > 4'-5' 1 > 6'-6'1 > 6'-P 1 > 7'-P' 1 >=9'-12' 1 > Ue-i6' 1- a SOD 8'- 6° 8' 6' B. S. 6' 4 .f /2' 7' 4 1/2' ^ 4 1/2' - >61-60 >105-110 E' 7 1/2" B. 4'- 'TRAPPED MOUNT IX511 P/ R4V4Y 6,0 SLAT,SPAN -. ... RANGEPM 0'-4' T >,4'-5' 1 > 0'-0' 1 > 6'-7, T . > T-9' 1 �>':'9'-12' t -> 12'-16' 1 >Tl6'-20' T - 6° 6° 6. 4 1/2' - 561-tW 6' 6' 6" 4 1/2` 4 1/2° - - - 0106-120 6° 6' S 1/2 4' 4. 1/2" - - - >11t-140 6• 5" 4 1/2- 3 3/4- - - - - >t41-fw 8' 5' 4• BUILO-0UT MOUNT SLAT r'SPAN� O� t KoM- WAX: SLAT SPAN FOR GIVEN A.S.O. DESIGN PRESSURE RATING SNALL SEVrR EXCEED PPAN INDICATED MAX SLATT PERFORMANCE CHART ON SHEET 15. SLAT SPAN, RANGE PRES 0'-C t Y'.4'%S'.1 > W-6' i > 6'-T To > X-W 1 > 6'-f21 T > 12'-15' i , > W-20' T P>t1E i41. E E E E E E' CFO I E E E E ' 0 E I E '6• 6' 6• 6' 6° 6" 6 a, 6'. _`b_ 8 8° 5l/2 „1°__ 4'1/2" >31-a0 6' 8' 8• 6' 6' 'fi` 6' 6' 6' 6. 6' '6' 6' 6' 5 1/2' S' 4'- >N-W B' 6♦ 8` 6• 6' 6' '5 1/2 S 1/2 G• 6' 6° 6' 6' 5 1/2' 4 1/2 - - - 3 3/4" - >6t-60 6' 6' 6' V 6'' 5 1/2v 5 i/T 5 d 2: 4 la 6" 5" I' 4' 4' - 3.3/4' - - - - >61-WS 8' 6' 6' 6' 8' 3T1(2 5 1/2 5 1/2 t 4' 2 3 3/4 3 3/4 - - - - - - - - _- - - - 6- b 1/2 5 1/2 4 1/2 4 1/2' 4 IL ' 1 7 < >t21-lao e' 6' 5 1/0 4° 4` '3 1 4 3 J/4 - - - - - - - - - ^ s +� 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 BUILDINGS (USE MAXIMUM VALUE BEWE'EN POSITIVE AND NEGATIVE &S.D. LOAD) suq �SPf,(J� *� SLAT SPAN DEFINITION Ii NO STRICims 15 oai0 wV, YEFORWWMG De S1Pd1NIX5 I 'E9TGSUFPCRTHEIMYT PER - i OTH JAM9: S. SSETW9 S:iEET' W A Yx a VY Y.LLUFS SEELUT SSGFSNI1OAVx&Vy VA Vy SIDE rtAa vx I Vy Y,,�FARC.utu4l✓. '� � v%�N$l! k:'P '? R��R1 BVi(DWG CODE (Non 8yh 4<btilY 9urtKm,e Sane) `' NG..44161 s r� ; exnryrtro.e.. Nautilus c. a: k * ; : 11. E C O RotWayiT m eei�tw a Win, a\ e„-. C..'ywm mWrlLy�G. T gg a e�wwang c &p :EXPERT iSNUtTER SERVICES INC. 7T-2F1, %l'Cy ••.`P• S/ONAL�iI�A,II 116PoW SC WCII.R Nt9Bl: _.. P.E.'sEAI(SNYi,.'u(AO. AlE Vh1tRA lWf i. Pp.E. 11S3S6\U[. Y ..1l, u - 9�R1 ,V Ra. �"� A.S.D. SLAT SPAN RANGE oesicN PRESSURE 0'-4' Y 4'-5'. > 5'-6' > fi'-T -> T�-9' > 9'-72' > 12'-76' ; J 16'-20' wawc cPso vx vy vX vy v>< vy vx vy vx vy vx vy vx vy , vx vy s 30.9 10 BD 10 75 765 90 238 105 427 135 594 180 999 240, 1390 300 >37-40 10 80 10 100 386 120 440 140 398 180- 823 _ 240 1328. 320 1823 400 >41-60. 10 720 290 150 794 180 509 210 708 270 1266 380 1962 480 2553 582 >61-80 10 160 bib 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 550 263 717 375 1.142 358 7372 473 2009 591 2492 638 — — >106-120 3T3 240 728 300 881 360 1345 420 1587 540 2172 640 — — — >121-940 552 280 960 350 1003 420 1'612 490 7869 630 2039 635 — — — — >141-160 787 $20 i't86 400 1322 480 ,18?3 560 77�l6 fi40 — — — — — SLATPERFCRMANCti CHART IbI & IC1:.(ONLYVAUO FOR IM SLIP)-SLATPERFORM NICECHART 11D1 & IEC1: (ONLY VALID FOR W SLIP) PGAaaYEHWX@dUNA8A0EeiGRPRE80URE.PAMgIp,9aX098RlERER>=MINfCOxPD�gIPGR FYXIAGNEN W.1CNyAA80:1£fiIONPRESSiptE RAM1NGfae0AN03MVilERNWM00NINRONFOR M8IAWTONS4tO8xOft11 BAREPERotTAA.A6ELOw WOTALIATWNSVk08TaJM@aMEPEROETNti EELOW CHART Ibi USE x cFwarIcl CHART IIbI m W/ CHART IIel vz 1paeslYl`2 eD16➢1rm0R.AV ImR.EasA L00 Iplp 1l tl3pP>Vlld wil m6lalxmaxwo kLUMAGA m'ft,� .SPIrOTAPCONXLANCHOR. oa SLAT - :.' E116'BTAPGONXLANCHOR ANµ SLATllWAR 'LLbw (W LUX SLAT SPM REGUID) l 1 To IEax® To twx q mUr C.) wmw- A'LmAX1 r&wm'wx SAT SPA GO Sava TO(It) utx Or aD G�) N SPDRA $ STRW.8Y66�o.x0�9 mm xas,w♦E a ecti mHe '1-0 I" 'd (i 6I 8"t' e Y 3' E IA. P 6 f ]• 'e Y-r Y-Y :. Y'-Y•' }'..0"E I '1V-0" t?-n' 10'-0" Y-1" r 6I ♦0.0 V-P r-♦• T-„ E'-,.AI "!XUl +• 10'-0• 10'-0• 10'-0• Y-ff Y E I SO01+ r-r Y-r T-J" 6-0E I e- 'A.0- 10'-0'. Iff-0' m'-0• 6�n: I• e I ESA+a T-r' T-r '-r 4'-1'• E Ien.0-r 0'-0' 10'-0• - f0'-0• 6'-S' 1• e.1 EOA.- 0'-6' Y-0' Y-S'x 4=f°..._-6 t SLAT PERFORMANCE CHART III1: LONLY VALID FOR IV SUP) fORAGIVENMANMlAtA8D.0ESiGNPRE8El4`ff RATItgIWIAHO�fUiTER410UNTCOnn(LION FGR. vIGTAtLA71au vsO axow HARE PER o-TAux nELGw CHART tllbi Mb$ CHART IR01 btlAiYlgl[diWA1REt ILO IE91M A60m IR e1M6M'fpA814 ASA SNE"OTAPCON XL ANCHOR YN. SLAT. SPA •LfRG• (n) AYi4'm.. M1X. SLAT SPA 'Law ITT) 1!L SPfAl11GN T6 -wesataI To elot ar sw (N" TU taa.mue 4 1mv •soon- N O. SNWI 5145 eR.a mm 1. 1mn 2or4' JOA • T-6' -W Y-6" I'-T 4-T 1" .8 1 " ao:+ r-r r-x- r-v 4'-♦- 1" ere• 04.+ EOA'.+ - 4'-E' g•.8 b'-n' -" j -0' b'-n• W-r V' W -' S-e• !' -i' - E LIVE^.. B 1 Y 60A.+ 6'_Y 8'-PI C-1- 1 S-8' 1 1. 618- vi .51AiSPA DEFIMIIDN SLAT PERFORMANCE CHART IV: NESS THAN JIV SLIP) FOR A OF/EN A6 O DESIGN L W 0 fptfj:6XUrtE0. E�UM CIXiNROR INCLUGIO ANGiJPTTFEM9f90.INSULUi1Gta5 vi0 $ibW BARSPEPpETA0.2BEW W 0Wo TAPOON XL ANCHOR USE 14lL4714 Ip'OR10NS0.LO/D M41S VAX r M SAT SPA SPA w m Irul�a 1a� _ ..(yam. .(Ay. wa v IIR w N/0'S11X61:m TOM r-r JOA + V-S" 6'-n• me 0 w • lAW pVi.00LISM40-SM (0.0,16) 9DRIpN FIRE j2'(0`OW). '%MAE mc-f"f1(O.Q ) +U D FOR =XXAS-FR AJMr�-(G4W •- SQUIDM FOE .#2.\•„'!!4 - iouD itx sEmErwFptilttiS;� •. INSTALLATION. INTO.WOOD FRAME STRUCTURES 1 IS uniAtrltQ®11�6[MI�P%/.66ILO meIe WOOD GRADE Iw31 ®a1 WY.'VAT WAR tioux. (11). m w 9W m ro BAb IfLiND m U"Alf Mo-o-uN Nto vn P SFp1B 8N6 ORIfRYE 12 EC. 'a--S .•-5• ' IlrA5 EAI-M-GO(G=O.4 SO VRIXE E-m-sm (G-OA SO 5{ALSPdN...OFEI�OGN 1 DETAIL I(ELEVATION) A HORS, 1. ABOVE INDICATED MAX:. SLAT SPMS LLAY BE USED AS LONG AS ANCHOR SPACING SCHEDULE.': ON SHEET 21 INDICATE THAT A SPACING IS. AVAIL68tE FOR ME CORRESKNOT40 SLAT SPAN: MO AS.A. DESIGN LOAD. 1.: WOOD FRAME' WALL TO BE BUILT STRICTCl' SY ACCORDANCE WNH SPECS GIVEN GN DETAIL A4D PROVSIMS''FRON CINPf6i: 23 OF THE FLGRIDA RUILDINQ CODE. 41NIMUM LENGTH OF WALL AT EIMER SIDE OF OPENLNO, S)tAu- BE !D'. ° K1 ° Nautilus 2ewinysanNvlyate,o mrA.ns.. UTTER SERVICES INC. ' s.1i petiroaE s1I+iLT 17-244 SI.. Upf, R:.uAll. ..-tee . rx- t ero-w» I�.a6w r su¢T.m q6e MAX. ANCHORNS.SPACINGSCHEDULE VI FORA GIVEN SHUTTER MOUNTING TYPE W00D GRADE, A.S.D. DESIGN LOAD (psf) AND SLAT SPAN RANGE WALL MOUNT & BUILD -OUT MOUNT TO 24z4" WOOD STUD .(SEE DETAIL I ON SHEET 201 WOOD GRADE 5 30.0 6- 40 -6" SOUTHM4 WNE'.#2 (G=0.55) 50 6' 60 6" DOUGLAS-FiR-SOUTH s-30.0 6' (G=0.46) 40 6" S?RUCE RNE-F%{-SOIRlI6 5 30G 6" G70] WALL MOUNT TO 2'X6" WOOD STUD WITH MINIMUM IIT PLYWOOD WOOD .GRADE SLAT SPAN RANGE 4saoLma , SOUTHERN PINE #2 (G-0.55) 40 F6' 6'."8"6` 43/4` 50 6'6•. 6'4 3/a 3 1/2"60 6' 5 ] 4' 5 1/4" 3 3/4" - 3- D000LAS-NR-SOUIH (G-0.46) s 30.0 6'6•_ 6'6`6" 40. 6" S.5 1/4' 5 1/4' 4 1/4' R- G=0.36 's,30.0 6" 6' e' 6°- 5 1/4' BUILD-OUT MOUNT TO 2"X6"WOOD 'STUD WITH MINIMUM 1/2" PLYWOOD ME DETAIL 2 ON SHEET201 WOOD GRADE :uvna SLAT SPAN RANGE >4•C •' ..>5i" >ST >.Y-e' aS-tiS ' Wl..• wrmm wmv wort• vw wore30.0.SOUMERN. FINE 12 40 6" 6"6'W6"6'6' 6` 5 1/4' 5.1/4(11,455) 50 [6-1 6" 6' 8' 8' 6'6" 5 L/4" 5 1/4' 4' 4" 60 6' 6' f 6' 5 3/4' 5 3L4' 4' 3"3' DOUGLS=FIR-SOUM s W:06"'6•.. 6' v e° 6" 6"-6' 6` G-.45 40 6' 6' 6` 6' 5 1 2" 5 1 2" '5 1/2" 5 1/2" 4 i 2` 4 3 2"-�-M G M-FI 6' 6' 6' 6' 6' 6' 6• 6' S 1/4" 5" • NO ,GAVE: SPAN FOR SLATFOR A ,GIVEN AS.D. DESIGNLOAD SHALL IN EXCEED MAX. SLAT SPAN PERFORMANCE A SLAT20PS EET, CE CHARTS' ,ON 2GiSHEEif .. .. 'p BvrNmone r Y STORM BAR SPACING 'B"."... ' 268Y 3' JS` W 4.5' v 5.5' e' B.66'T 30.D r' BA,l) AACP ABCD" A9C0. _ A D.. AB 0 ^A B� BIC.O- MCA_ B rA. .C� 3SA BCD- AB CD - &BCo co A. D &9&4 AAAD 4" B.C.0 BC A CD C 'ABCD D 0. CD Alm= AAC.O. C ' 4S0 D kli A Q. C '. BCD B D AB.OD.. S." A,%C.D ka.0 DD.D ABCD A,aCA AAC,D AS.C,D AB C.D CA AA.C.D A' C AG.CD C '6!A ABCA CA Aloslo &sltz AB.C.O .0 A0AO ABCA AB.0 Alac 40AAAC.D ABCAC0 ABCA AsC,O S.C.D AA D A C AAC BA a" &RICA 11R.C.0. BCD AU BC,O aC.Q A191C ABp BA. 70.0 SC BCD 16BC.D AlBAD AACO C A113A ApC AB A 7BA kaCID AOCg A.B.C,D -"CD ABCD C AaC A P Im BCD B D ".CID &B.CP X6,0.,C AB.0 A' A A 88.6 OLC.o A.B.AO Aacx' BC0 BC B.0 hO A A A aD0- 8CD ABAD ABCD c ARC ks.c A- A A A m ABCA 9 D. A CD. BC 0.0 A A`. A A- 7D2D _jD,C.9 AG,C•0- -" 8� 0 DG. AB:C A. A A A A 1D B.D AB.C9 C ABC A.B A A 'A A A. 11DA AB.W k BCD A C ABC A. A �A A A A IIOA A.VAO kii.c.0- C ABC. A -A A A -A A I2RA &ePA ABC 0C AU A A A A. A A ' 1= A.U.CP A.B.0 ABC A A A. A A A A IBD.O "p ko,c AlQlC A A A A A' A A ISSO BCD AOC ABC A. A A A. A A 140A AB,C.0 96 ka A :A A A I A A - 1 S AB.C.D M.0' 0 A A A A A 'A I- 160A I BC I As I A M A.8C 8 I A I a 1 I A. I A-. ANCHORS TYPE LEGEND A 3/eb CARSON'ST01 KWJC. BOLT T2. . EaPANB,ON ANCHOR W/ 2 1/2'Mi.. EMBEDMENT* h.5' Mim DUCK POURED CONCRETE (f o r,. 3000. Pei} B 3/e'ao 1/4' POWERS CALK -IN ANCHORS W/ 1 tIV Irin:-EMBEDMEW*TO POURED CONCRETE (I'c . 30M qQ B 3/8'0-18`� MACHINE SCREWS -C i/PPx3/4' ALL,POINTS. SOUD-SET ANCHORS W/ 71W Alin.. EMEEDMENT* TO POURED CONCRETE (fa,- 3000-PN), k, 1/4'P-20.'f8-8'STNNLESS STEEL MACHINE SCREY,% D 3/16b TTW/8Uh0" TAn".AN ANCH0R5 W/ 2 i/4' Min', EMBEDMENT* TO POURED CONCRETE (fe... 2899 Pei) EM MEW IS BEPONDANI' t7ADR / CEIUNG-POSEN STORM BAR SPACING °D` CR) amo 2' 2.667' 31 30 4' 4:5' S' 9S' B' 8.m. DDA CB BCD'- AB 9 :0 A8 AB D DSC C B SeAAA.C.0 ABD 48C BCD A.91CA ABC BC ASA AB A M)XI C.0 8,C,D A.9,C 0 A.SCO &84 &SC &010 A A A 43.0 C.D ",OD &BAD A. C koc et A A -_ A -A 50.0 ABCD AB p ABCD ABC "BC At A A A 63A CD BC.O AAt AAX A A- A A A A ma ABCD A6.0 AMC AA A A . A A' A A 61.0 AlS.C.0 &kc ABC A A' AI A A A A 7OA ABC.D BA A,8 A A A' A A - A no B,tO ADC A A A A A A - 'OOA' A8 C ka. A -. A A A i - A - E3A 8C A A j A A A' A WA BC A A A A A 95D B C A A A A A IDOA A,9,C 'A A-- A A 106D B A A A A 114Q A A A A A A 125A A A A 130D A A A- 1354. A -A' A JN A A A 145.0 A' A Iwo I I A A Y(DA A A SCHEDULE la FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FORA GIVEN A.S.D: DESIGN PRESSURE RATING (D.s.f.), &-A MAX. MULLION SPACING(ft)' I SCHEDULE2a WALL MOUNTING MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D.. DESIGN PRESSURE RATING (P.S.F.)..& A MAX. MULLION. SPACING (FT)' Awl. D69N �� 6vxaia cold MAXIMUM MULUON SPAN (M _ rn� � MAXIMUM MULLION SPA (M @4"XnIWMUWON OQ 4'kMdW MULLION G2 4'SPxiM- THICK (3F FLANGE) MULLION - (P)4y-XI14-MULUON Gf 4y8 le MULLION G2 4WIX11V THICK 'RFh'ICcI OF,iN]AtION 1 OR:EMATbN ] •.pc-r W�XIRAln 1 159N]A¶ON ] 12`0-W-7.R I42. 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Il'-5 b'-r 8'-A' IYA 1-3 153A e'-J' '6'-6• Y-r 6'-Y )'-8' T-61. Y-9' T-1' +C-3' T-6- 6'-5" 12'-0 +WO C-r a•-S T-Y a-Y r-r T-r 9•-2' )'a'-5' IY-3 aWR. a'-o• -Y ]'-r' r-4- T-9' T-r Y.9 X-Y tl'-5' Y-T f-6 @'-] +W-0 '-D' 6'-T' Y-6' 6'-]' p'-r 7'-9' w-7. MULLION SPACING: "S" 4 a ULUON • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THATT A -SD. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. T MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT, 03017 ma!oO a - I W' wm IM .r.e - A-.6 ,rb "A-.6 :r,4 - A-.8 Om ^A -A 0'0[ -A - A-.B ,0- A-.6 A- .o-e A - .o-.e -A ,.o - A A -,a A -.a ,. m.. le A-.4 -A -A A -A A- A-.B A -A A A-,0 A-. A -A .B aw aT. .0-A A-.6 .6-A A -A C@ A-B.. A -.a' .u-.e As. .9-11 .o-.n m ow .ti A-d. A-xL .9Oxi .It -AL :o-A1 .9-d1 .ri1 age m xEb 0m RV3 IYPGW 'tlL163W1: Oa3. Wfl M,. e m . rml7vuv 7OWL,MV.R.L Ol . 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