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HomeMy WebLinkAboutSET UP-INSTALLATIONSCANNED BY St. Lucie County 1 VERIFIED FOUR COMPMAYOR LIANCE CE IN �RDANCE ON THS WITH MEP20DT�(T6th MORI) OFF ME PLOMOAOBURDINGEEN ME NAUTILUS ROLLING SNUItER SYSTEM STILL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MWAI-DADE /BROMARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED A5 PER SECTION 1E09 OF ME ABOVE MENTIONED CODE, FOR A BASIC WINO SPEED AS REQUIRED BY THE JURSOICWN .NEE THESE SHUTTERS WILL BE INSTALLED FOR A DIRECTONALRY FACTOR KOW.BS.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FOG AND SHALL NOT EXCEED ME MAXIMUM (0.5A.) DESIGN PRESSURE. RATINGS IIMMU D ON SHEETS 15 MR) 18 & 20 THRU 26. IN ORDER TO VERIFY ME ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAIL (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 MRV 18 h 20 THRU 26. 2. N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THISry �P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE IN ALLOWABLE STRESS TOR WIND LOADS WAS H USED IN THEIR ANALYSIS. FASTENERS SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WIT MILS. 2015, NAUTILUS ROLLING SHWIETt SYSTEM'S ADEQUACY FOR IMPACT AND CYCUC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF ME ABOVE MENTIMED CODE AS AMERGN TEST LAB OF SOUTH FLORIDA. REPORT R 11030.01-08 AS PER ASTU E 1996-05 E I888-05 AND E WO STANDARDS, OUAUFTNG NWAUARONS FOWIND ZONES 1, 2. 3 @ 4, 1RCCII F TYPL D AND ONLY APPLJCAHLE TO BASIC PROTECTION INSTALLATIONS, AS DEFINED BY SECTIONS 621.1. 62.1.2 AND 8.3 OF ASTM E 1996 SEE WEEIB 19 a 20 FOR ADDITIONAL U TTAGM& ]. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY (UNLESS OTHERWISE NOTED). SEE SHEET 2. 4. ALL SCREENS EEKCEPT END RETENTION GCRM C11 TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 60 A01 RED STRENGTH AND 90 kxI TENSILE STRENG0F7700R CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50016, ALL S.D.S. ARE TREK SCREWS MANUFACTURED BY ILW BUM1DEX k SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. S. BOLTS TO BE ASTM A -MI. GALVANIZED OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 36 W MINIMUM WELD STRENGTH. 6. NAUTILUS ROLLING SNwVSR SYSTEM BFMS U.S. PATENTS e6,095,225 AND /7.408.900. 7. ANCHORS TO WALL MRQSIDE RAIL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: MM. 3WO G�>;. COMPRESSW MOM -5/16.0 TAPCON XL ANCHORS AS MANUFACTURED BY MF BIBLDEX, INC. -3/8.0 KWiX BOLT 3 ANCHORS AS MANUFACTURED BY HLLTI, INC. A1) MNMU EMBEDMENT INTO POURED CONCRETE ST��A//LLL2 BE. No /EMBED R 5 INTO TSTTUUCCO SHALL BE WNSI�EF(ED•AS VWVFT OF RATE pE0U1RE0 WT 3 0�4FM. A2) MINIMUM EDGE DISTANCE (ED.) INTO POURED CONCRETE SHALL BE 4' FOR 5 ID•6 TAPCON A ANCHORS k 5' FOR 3/8'0 KINK BOLT 1 ANCHORS. EDGE DISTANCE S BEYOND ANY FINIS MATERIAL A.3) N CASE THAT PRECAST SINE. PRECAST CONCRETE OR BACK PANELS. VENEER OR PAVERS E FOUND ON THE EXISTING WALL OF FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH ME MAN STRUCTURE BEHIND SUCH PANELS. (0) TG EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL- ASTM C-90 -5/16.0 TAPCON XL ANCHORS, AS MANUFACTURED BY " BUTMEXN INC. DI) MINIMUM EMBEDMENT OF 5/16.0 TAPCON XL ANCHORS INTO ME GROUP FILLED CELL CONCRETE BLOCK UNIT SHALL BE 2 1/4'. NO EMDEDUENT L4f0 STUCCO SHAH BE CONSIDERED AS PART OF ME RECLINED EMBEDMENT. B.2) MINIMUM EDCE DISTANCE (CO.) OF 5/18'0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL E A% EDGE DISTANCE 6 BEYOND THEY FINISH MATERIAL. 8. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATHMS AND SPECIFICATIONS OF ME ANCHOR'S MANUFACTURER. 9. ANCHORS EONRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. -7/e'oAt 1{4• CI1N-INS MANUFACTURED BY POWER FASTENERS, INC. -1/4.9a3/4 SOLID -SET MANUFACTURED BY ALL POINT. INC. -3/8.0 HIGH BOLT TZ MANUFACTURED BY HILTI. INC. -5/16.0 TA M MANUFACTURED BY MV SMOCK, INC MINIMUM EDGE DISTANCE AND SPACING TOR MOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EDGE MW94CE AND EMBEDMENTS ME BEYOND ANY FINISH MIMIU AL EMBEDMENT GROUT FILLED OR ANCHOR SPACING O 1WK EDGE DISTANCE O TOOT CONCRETE CONCRETE BLOCK 3/8'0A1 1/4' CALKaN 3 3/4' 4 1/2' 1 1/4' (3000 PSI) NOT ALLOWED 1/4'm3/4' SOLID -SET 3' 3' 7/8' (3000 P1j NOT ALLOWED 3/8.0 KWIK BOLT TL 9' A• 2 1/2' (WOO P11) NOT ALLOWED 5/16.0 TAPCON IT ] 3/4' 3 1/8" 2 1/4' (28" P) NOT ALLOWED W. ANCHORS REWIRED TOR MULLION CONNECTIONS SHALL BE AS SPECUTED ON APPLICABLE SECTIONS SHOWN ON SWEETS 10. IDA. 11. 11A 12. I2A 13 6 M -NWiK BUT TZ EXPANSION ANCHOR MANUFACTURED BY M71. INC. -HUS-H SCREW ANCHOR MANUFACTURED BY HILT, INC. -WEDGE-BOLT ANCHOR MANUFACTURED BY POKER FASTENERS, INC. MINIMUM EDGE DISTANCE AND SPACING MR ABA MENTIONED ANCHORS SMALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EDGE DISTANCE AND EMSEOMENTS ARE BEYOND ANY FINISH MATERIAL EMBEDMENT O lox GROUP FILLED OR ANCHOR SPACING O IOCK EDGE DISTANCE O tODA CONCRETE CONCRETE BLOCK 3/4.0 KWIK BOLT TZ 27' 9'. 4 3/4' (3000 P11) NOT ALLOWED 1/2.0 KWIK BOLT TZ 22 1/2' 7 1/2 3 1/4' (3000 PSI) NOT ALLOWED 3/Bo HYMN BOLT a 6' 4 3r8' 2' (300D PSI) NOT ALLOWED 3/6'0 HUS-H SCREW A' S 2' (3000 PSI) NOT ALLOWED 3/8.0 WEDGE -BOLT 4 1/2' 4 112' 2 1/2' (3000 PSI) NOT ALLOWED _ ALLOWED 5/e'0 HJS-R 9]E14R SEDGE BRIT 7 1/2' 7 1/2' 2 1/2' (3000 PSI) NOT ALLOWED 11. ME VNSTN.LATIW CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH RERAN IN CONTINUOUS CONTACT WITH THE BURDNG TO PREVENT WOUND/RAIN INTRUSION. CAUI)L AND SEAL PRODUCT TIVOIS ALL AROUND FULL LENGTH. 12. IT SHALL BE THE RESPONSIBILITY OF ME CONTRACTOR TO VERITY THE SOUNDNESS OF THE STRUCTURE WERE PRODUCT IS TO E ATTACHED TO INSURE PROPER ANCHORAGE TINS PRODUCT SHALL ONLY BE ATTAMIOD TO CONCRETE, CONCRETE BLOCIt OR WOOD FRAME BUTU NGS. 13. MIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROJIDFD BY TILE JURISDICTION WHERE PERMIT IS APPLIED TO. 14. WIND MECHANISM NOT PART OF THIS APPROVAL 15. (c1 THIS P.E.D. PREPARED BY THIS ENGINEER IS COO AND DDES NOY PROVIDE INFORMATION FOR A SITE SPECIFIC PROIECD I. "ERE THE SITE C DMONS DEVIATE FROM TE P.E.D. (6) P.E.D. PPRO✓DM HLISHRACTOR TO BE EDGES NOTOOEMTESELECTION. MOM ME CONDITIONS MAULED ONroTHISINCLUDING 000UMENT. CONSTRUCTION FETY OF 1� AT SITE WM BASED MEN INS; CONTRACTOR'S pESPDNSiBNTY. (c) DNS P.E.D. WILL BE CONSIDERED IWAUD IF ALTERED BY ANY MEANS. (0) RECORDECIFIC PMEMS MAU. BE PREPARED BY A (LOA.) MR ME PROJECT AND WHO UL EORIDA RESPWSIS EEMFOR ED ENGINEER USE OFMEP ED.. MOTON KILL H R: OF RME EECORD. ACTING AS AS A DELEGAIEO ENGINEER TO THE P.ED. ENGINEER. SHALL SUBMR TO TITS LATTER THE SHE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D. SHALL BEM ME DATE AND ORIGINAL SEAL WINO SIGNATURE OF ME PROFESSIONAL ENCTNEER OF RECORD THAT PREPARED T. 8.31 IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS. VENEER OR PAVERS E POUND ON ME EXISTING WALL OR FLOOR, ANCHORS MA11 BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEYND 16. SUCH PANELS. (C) TO EXISTING WOOD FRANC BUMNG: SPRUCE ME-PR-SOUM (C-0.36). OOUGVS-nR-S0WH (G-0.46) OR SOUTHERN PINE 02 W/ G - 0." MIN. -5/16.0 TAMON XL ANCHORS. AS MANUFACTURED BY ❑VI BUILOEX. INC. C.1) MINIMUM EMBEDMENT OF TACWN XL ANCHORS. IWO ME W00D FRAME UNIT SHALL BE 2 1/4' PHYSICAL THREADED PENERAMON, NO EMBEDMENT IWO FINISH MATERAL SMALL E CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. C2) MINIMUM EDGE CISTANCE (E0.) OF TAPCON ANCHORS. INTO WOOD SHALL BE 2 1/4'. EDGE DISTANCE IS BEYOND ANY FINISH MAi AL C.3) N CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS. VENEER OR PAVERS BE FOUND W THE LUSTING WALL OR FLOOR. ANCHORS SHALL. BE LONG ENOUGH TO REACH TI1E MAN STRUCTURE BEHIND SUCH PANELS. ACCORDANCE WITH SECTION 1709.92 OF SECTOR 1709.93 OF ME FLORIDA BU9DING X, r l\A»" yea MICN' 4 Aa #4 #5 A SLATS inuu]mxuuulm M )n3W0rh1 uu+; w•r #8 a mr 5 I 09A A ,s DUAW fv> .>iN• j, I RT8 � NUYNUNRY DET" e, acue+rr.r © e &SEBASE- ixSLAT. wAuor lcuE vr•r 1PNSC"TcsmmIHVJ➢.,0]]l1011l 'i �.1 b' f]SS .I Y.'e]5' .+is•\SIY '� •• �eWS� ��•-� �SQy b.. .\N• .qi 9 tW � � � A2fJ ^ueo' Y O BUILD-OUTTUBE ms• a.za• ? emsieuuwrwNAum R Swe+r`•r .fF3' `!I`°•` O B Et . BUILD-OUTTUBE OSIDE D RAIL * w3>mnuwlmmsalOr MNm 6Gm:IG'•r WS B HYA4MlY O1LOY 3/yE iR• r SGIEI¢•r m b �i .ur a NMNfKt m TO ALLOW MR A iNNINVH 0050• QFMINCE BEmIDi SCREW Mm AND CAMP W. AT NON HYRW VM 19:J119NS. 0 TRAPPED ANGLE Q 4XB MULLION ft9YmNV�'NVYl3E0Y Eleii6P1UNNWO1lQY SCAxE Im-\. ECRE.3!'•r 01 4x8MULLION 6W\-leNiM]NYUNIOY suLE:ss.\• COMPONENTS sm•�>sz• w ns .n Tw! OPTION•�lsg]WAa ]sac• aa•. ess svo ACETAL BUSHING ff' NSEwOV]ION9I, YIDR) Nf OE'9Wn:Uptr\! TENSlE4mXYSmXN msasRngasAr3gEcasm�a FIFANYL6NT.VR6tlit (JC RETAINING SYSTEM. SCREW♦ BUSHING Swevr•r (—Imc•i L. BUILD -OUT TUBE B MUILD-OUTT f DD��--��6yyGIE+P. DOH (H V4'0414' ITWiBUILDEX TEK SCREW 1 CARBONSIRL ' 6VlE. vr•' � m• a � 11f R 0 5it6'0 ftW1BUILOEX TAPCON XL ANCBDR fJABON 3TFEl suL3:fm•r I 4 F JO 300HILTI, INC. KWIK BDLTGANCHOR OK STORM BAR mel.mAiullrNuutaY 30.®WISIEEt SCft6:1?•r SWE'v!••r 44167_: I O10n Taiao ,Nc. p 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 15 19 20 21 22 23 24 25 Y SIDEIEND CAP HOUSING (BACK & TOP) .040THICK HOUSING (FRONT & BOTTOM).040 THICK SPRING BRACKET SPRINGASSEMBLY 60 MM OCTAGONAL AXLE SIDE RAIL (MAIN SECTION) SIDE RAIL (COVER SECTION ALUMINUM STARTER SLAT ALUMINUM SLATS 1-10 ALUMINUM BASE SLAT TUBULAR MOTOR MOTOR BRACKET SPRING, GEAR & MOTOR BRACKET BOLTS HOUSING (BACK & TOP) FASTENERS SIDE RAIL (MAIN SECTION FASTENERS HOUSING (FRONT & BOTTOM) FASTENERS .END RETENTION ASSEMBLY OCTAGONAL AXLE FASTENERS 601VM OCTAGONAL DRIVE CROWN CONNECTOR SLEEVE GEAR- PLASTIC OR ZAMAC CASING UNIVERSAL WITH DRIVE SHAFT 60MM OCTAGONAL IDLER END IDLER BRACKETWITH BEARING MIMING CODE (Non 1kh VO.6ty H. a ..e Z..) Nautilus ftzu.'n.v Sya2em [O/x�ItP SHUTTER SERVICES INC. drz faxa sv. al.iuors[ E11xn PoRI Sf. IUGC, R 2P9BP IeWI >�P-WM . fµi1tA R�-PWO 17-244 WPawE ly MWu • >1¢tT > W46 & Y/7 CAP END MO. ED. END) & Y/7 U... SAT SPOI SCHEDULES ON SHEETS IS A TYPICAL SINGLE UNIT ELEVATION W/O STORM .BARS •, '• NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE, I N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: CASE 1• SHUTTER HEIGHT EQUAL OR LESS PUT I11-0. t➢PUCASLE TO INSTALLATIONS W/O STORM BARS. W/ STORM PJ.RS OR W/ STORM WE & WLUONS W/ HEIGHTS UP TO {a} THERiWN AY DWT. EtkCH SLU # SUMAT CONSST OOLLOWEO� (5) SLATS OF THAT SLAT ALL NUMBER. PROCEDURE FOR ADDING SLATS DOW TIRO BELOW It SCAT SHALL BE COTU NUEO UNTIL TOTAL SHUTTER HEIGHT R COMPLETED. WPNfDY OF DNAL SUT NUMBER INSTALLED BEFORE BOTTOM SUT(e MAT VARY WRY. SHUTTER'S HOGHT. (C) BOTTOM SLAT®MUST SE ALWAYS INSTALLEO && CASE O• SHUTTER HOGHS LARGER TWIN i i'-0- APPLICABLE TO IN',TUWBONS W/O STORM EARS AND W/ OR W/o MUWONS W/ HEIGHTS LA.RCER THAN I1'-D'. (e) CURTAN SHALL START W/ 01 SLATS AT TOP, FOLLOWED BY 82.. 03, -... MEREAFIEit, ALL THE WAY OO'w"T EACH SUT B S CONSIST OF MIN, DYE IS) SLATS OF THAT SUT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARG BELOW /1 SLAT SHALL BE CONTINUED UNTIL 010 SLAT IS INSTALLED. A ER R10 SLAT IS INSTALLED, ADDITIONAL 110 SUT, MUST BE USED TO COIAPLETE THE TOTAL SHUTTER HEIGHT. (S) BOTTOM ,TAT e@UUST BE &W Y, INSTLLEO. TYPICAL SINGLE UNIT ELEVATION All STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.5. BUILDING MOE zi END) Mm. MULLION SNCitlo giam 24, n & 26) !®W—t/10'OR W-2/11 OR j {jOrQU Or w o/Tz MRrr v/to ,:Arf�� �;�:,•,. " lv r� fl>r •• r.,. er,,.� I I I i j I I I I 11 II I! It Ii 11 it i i it II I t II 11 II II fi II ii II I I 11 II II i i I ii 'I P I � ! 11 II ti i I II ! i I Ra::R 8 at R 8 r I Of R/ --R'/ II it � R/8 or R'/ R/8 Of R'/B l M�W-1/100RW Max. SLAT SPAN ! 2/11 OR'! W-3/129R'ry AN Max. SLAT SPAN Max. SLAT SPAN 'END CAP- n us ;UXS P uTs a n & n g(An OINIaa N SLATS #7 $ a SLATS c 13. \% (TYP. sun D R/ 8 (iyp. Ea. END) Of R'j8 Y VATS � N0n I� Mm, STORM BAR SPACING �6 (SEE SHEET 22) (SEE SHEET 15)S ON (SHEETSTS"15ULES & 16)N (SEE SCEEOUSES Gn TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION t, •� W/ MULLION & W/O STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A aNUTTER NEIOHT: t CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN tT'-0% APPLICABLE TO INSTALLATIONS 0/0 STOWA BARS, W/ STORM BARS OR W/ STORM BARS & MULLONS W/ HEIGHTS UP TO '1'-0.. (a) CURTAIN SWLL START W/ 8t Sun AT TOP, FOLLOWED By IN. IS, ..... THEREAFTER ALL THE WAX OM,,, EACH SLAT J SHALL CONSIST OF FIVE (5) Sun OF THAT SLAT NUMBER. PROCEDURE FOR AOOMG SLATS COVAIWARD BELOW kt SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT 15 COMPLETED. OMANTITf OF ROL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT®MAT VARY WITH SHUCER'S HEIGHT. (b) BOTTOM SLAT@MUST BE ALWAYS INSTALLED. tt CASE 2: SHUTTER HEIGHT LARGER THAN it'-C� APPLCABLE TO INSTALLATION W/O STORM BAR WHO W/ MULLIONS W/ HEIGHTS LARGER THANURTAN SOU, (a) DOWN, EACH SAT �SHALL1COKW OF TOP. (SR O BY 12, OF THAT#SUT NUMBE0.�PROCEDURER AU, TE FOR*Ay ADDING Sun DOVOORD BELOW ill SLAT SHNd. RE CONDNUE UNTIL 110 BUT IS INSTALLED. AFTER 110 SLAT IS INSTALLED, AODRIO.ML #10 SAn MUST BE USED TO COMPLETE THE TOTAL SHUT(G1 HEGHT, (b) BORON SLAT@MUST RE ALWAYS INSTALED. (TYP•) FE W-1/10OR W-2/11 OR (a or ®1 I1>W-3/12 OR W-4/13 10 or @ or � v/R K ;Y: 4 �' ' BOX sun Tun J un 4 sun y5 n Emis n (TYP. DEa. END) L9 i R1 P10 Sun D W-1/10 oR W-2/"ORI W-3 72 OR W-4 13 ' V/9 � Maz. SLAT SPAN Max. SLAT SPAN No, T SPAN (SEE SCHEDULES ON SHEET 15) (SEE SCHEDULES ON SHEETS 15 & 16) (SEE SCHEDULES ON SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION ! W/ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. 4418T , I o:ao mmo lxc Nautilus ` * IL EC O INc. Rolling JTMEfarSpabTn m/z./w EXPERT SHUTTER SERVICES INC. �17RWR pR, ... IISTNO t [M41NEC0.Ma CaNPANY l.' 4u7 • It �' N.w.' �ii R- Iss r.. i O Iv1 FORHUlSW.. Roo. E STREET RAR 2 IAL t'TTL PORT rS+TN. � .bx�. Sm n1 mxe Iwwxa xe 5/16'o iAPCONS M W/ PWRED—5/16'0 TA C0.Y5 RL w/ 2 Ip' LEM. 111':1/9' OR 2W.1/a' 2 1/A' EM6mMFM CONCRfl EMBEDMENT h 1'O.O..DA60' GBLV. ALDWNUM ZE 1/A'e.]/: IM BU ItEO'O STEEL WASHER O 2: e.c W/ 1'0.0..p.060' h D..0.060' OLLY. / / 5/16.6 TAPDD. )1 W / WASHER O 2A• o.c. STEEL WASHER O iA' o.o. / 2 1/4' wA. EMBEOMEN/i ,\ 11 O 2A• ox. 1 EDGE O O El SEE ANCHOR %' PC / �' SGHEDULESSEE RPY... SCHEDULES ON ty SEE ANCHOR F x SNEflS 18. I2 SHEETS18, 17 SCiI€POLES ON 11 k 1a q h 19 q S Is 16, IT '1 A z Min. SEPAMDON x Min. SEPARATION Min. SEPARATON " TO GLASS s W TO GW^5 61 To c1/55 II / i I �R ' W (SEESCHMmM. E7RODUR N (SEE Saml WEROR (SEE i � DY SHEET 15) "' ON SHM IS) O j ON SHEET Is) D G OR C /, 0/8 0/8 0/8 1; / O 0/8 0/8 0/8 PMRED CONCRETE POURED CON'REfE" �I OR CRFlLLED DR GROUP TRIED CONCRETE " ROUT CONCRETE CONCRETE BLOCK WALL REQUIRED / OR GnCONCRETE 6LOCK WALL RMU . 0 E ME OF WALL REDD1Rm: p 21/16, p__ ON�N OP6NIxG •• O MIN. E.0 0 ____./ 7 N 1 S'.0.062'.CONT. uN2. 1• 204. O62'.CONT. 0.NClE IT/ 5/I6'0 TA CONS n W/ I AmM. ANGLE 5/I6'o iFPCONS %L W/_ 2 1/4• W, EMBEOMEM O 2:.. PWRED CONCRETE 5/16'o TAPGONG xL W/ T 2 1/. Mm. EIlBmM (ro-5 ES M%n) REO'D. 2 I/A• Nin. EMSONEM O 2: o.c O 2A' o.c. WALL MOUNTING FLOORlCEILING/TRAPPED MOUNTINGBUILD-0UT MOUNTING SCALE: 3/16' - I' ExI MW UOMG WOOD a/,aro 4cmers n w/ a/16'e TMCON5 xL w/ 1RUssm OR aa,KR musses aR RVIFR (x 1/z W., PE 110N x +n- vn. PExsYP1.P(W ,•.1 ele M Va'Od/a IIW BN10IX ,•,1•n/9• oa +/•"..e/•• nw eJapfl EIOSMG FSA] a ro-0i(I.Md• fXY. In. WOOD 6 ,L.0..O.C60' fILV. ro. ,EK eCFFwS Vr ro•� o WGLVA•!1ID 1',1N P D.o..o.oaD' cnvurxm I O1]SC GY 0.VlQt 51EEL VASNER.O xs' ac r}aUssCS OR FY,ER WEEL w ER 0 20 aG /J1YNW TR?E nWLW J TIRE 51FLL MISTIER 0 14ac 51<n NALIEI! 0 ]t ec e/16'R ,ARCCnS )0. S/18'e iaKONs XL S w/ OENEINATIX N/ FR:/flpFMM o N'ws. ot•'es. f'a' COW-2-.a' CBni. pO ) ]1F 0. (x} x1•' OR WOcO NE•CER v+OM MFILER (2- CO+]".a' COW. REgRRm FEOVCRFD WOOD NGC[R MW N[AaR RECERED „ a REOwRFO MEu. I M wExmc M ePWIM& I M $ GP I INO i M 1 a G¢Et,LAS�5R55NG ° OE,bTM4 '� I d/SSPo Dmw E+/5 EITE11OR Mal I EIDH✓R( leEv°"°) , (RE) i A R cemNo) i A I v,. 3 I c ®cR (]) ]'`•' OR I , Sm/RI.TON I RIHdR 8 (]) S.r 0 I Yn. L" � (]) ]1r OR I V • YY (Cx) Y,e' m v,tt p x".e• wxr. smiR+vwv j Tm• ara. toROOD ci,ss ROO Yj I ]N OI yj I A H �j O Ia'a d CiAEO Il �5WV a yy i YNC aEOQQRREO \ N) w q i R6 �RENw EE INPfONs GGE ] Sm4R•TW i /5EF 9MEEt ]o) (SEE sNFfT 20) L+ o ]o) M SS 11 2 4 I To OmmiE wL Ttjo/8IG/HO/HG/H(x r..• DR ( ugNRs , I 2 ,'.a'tMO.ROOO w SNEF, ]faH mo,a16-REWIRED. l 1E. L. ,n'at ,Ix•.O.oei (sFE sx[E* 41 . x1CR0.oeT•CNif. I&w. /A x 20) 1 E. K11V. ,N4lF ` a/le". i M9XS n DiCORS\w/ ] ,n' vn O/R I\ o/H w/ x ,n" I,:, TOYx•.a oR r. RN91 Y.•• OR x' ITMEN T,r oa x• 2, oRF00000W. W000 EOMG BOW CCM. MEN \ COW. WW4 EEEa0f ER PoTW RIiE o051W6 TW0 RCTON PIT DEcx OR DOTON ft,n SVOREOURED GOxCRE1E Sve PEWWFD aC. CR REW:PEC ONCREiE SV9 REONREO . (SEE SHQET ]0) REOUiRFO (Sa SNEQ 101 0 aC C SL,R (SEE SHEC, 10) REOVRED. REE AfrfT ]0) WALL MOUNTING WALL MOUNTING euimoUT MOUNTING RUILMLIT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXI•S•T1NiG.- WOOD BUILDINGS ELOFIDA EURDING CODE MOW HIg11 Ve Mier HYR Wne Zw�J O ]01, nmo RC 0R1N B.: *r *187 a;* Nautilus IL E C O EMO. ,` ,T,n ,LnR.o a LNcwaRWo coNP,l.r EXPERT SHUTTER SERVICES INC. � ,',: LN a xae.n v�v 1a]e s.mL,lpaE 30S. 17-244 '.S b•� IEII MiWr�r�Ri 4ftteK���n..v� PoRf ST. f. WC2 R J•9R• /OflAI E� III ®-RRronn s rtoo, ,.>- m . ru n1bwR m..c r RALTF A TLLIf 1 Py P.E. S tiA RE/OATE ROPN• LR. / 44167emEt Tam 17 h �ORO (SEE TS 17 & ) ��sr.EETs n s xe) -0 * 0 4' vs. .iAl oR V6• sur 1ry•, 1/•' Q FLUSH MOUNT (WALL) ,^\ TRAPPED MOUNT SEC) I 0 ! o.c. D 1/2�. T/4• n.74 oe Ve' zuo m 1/e• am SECTION 0-O (PLAN) SECTION Q-Q (PLAN) ORIENTATION #1 ORIENTATION /2 WALL MOUNT END MULLION WALL MOUNT END MULLION (2) 2'•4' OR 2'.6' SUDS' (SEE SHEET 20) (SEE SHEET 20) INTERIOR MOLLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G, G1, G2 1/4• . OR t/0" A8' LUA 0 t' ac O(1/1(B' e l FLUSH MOUNT (WALL) \'i O BUILD-OUT1MOUNT MOUNT SECTIONS 0'SECTIONS O'-0��N) INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS .va-1' Y C 2017 T1T:00 M Q I • . 7 • 1 _ 0 SECTION Q'-0' (PLAN) ORIENTATION ,1 WALL MOUNT END aUWON Nautilus 1c RoIWySAafrorSpMm m/vyn SHUTTER SERVICES INC. vt c laxe sw. PoOnvuF 9 17-244 984 PoM St. LUC7E, x4 3.9e4 ovw0q ti mw1 no-4vx . ru t n._ww slnn a orxa tj2 M . E.D.-- --3'- 41 1/2' Min. E.0 FOR 3/8"0 CPUK-6N ANCHORS �--3' tja-0 SOU-DBEET ANQ{ORS (4) 3/8.0 CALK -IN ANCHORS OR (4) 1/4.0 SOLID-S:f ANCHORS OR 3• M ED.----- • Mtn E.D. Min. E.O.�FOR 1 �- 4' Ili, E 0 -IFOR 3/6'e KWX. eOLT TZ MPMS0 AMU" % (6)) 1/8'0 KW7 SAT T2 EXPMZ.4 ANGNDRB OR (4) ANC1101ii PER (4j 5/16.0 TAPCON XL ANCHORS • STORM BAR CONNECTION, 1/8 Mtn. E.0 —3 1/8' Min. EO.--f--FOR 5/18'a TA➢CON XL AC40RS 5/te-e TAPCONS %L W/ � i' 3' T SEE TABLE 2 ON SHEET 23 EDGE OF EUBy �.Or � 2 1/4" Min. EMBEDMENT (Typ. TOP & BOTfO!.) j STEEL WASHER 0 24' o.o. K . {' Min, T' 2'x2'%1/8-W-5- (6O63-T6 ALL" PWREO CDNOREt I' 2' (I'c-3 KAi) 5' min p, O O POURED CONCRETE (YC-3 Kai} 5" min. ALUMINUM ANGLE EA SIDE W/ 2, O O (2) 1/4.0-14x3/4' i1W $$VICOE% TEK THICK REQUIRED S/16'0 tAPCON6 %L TMGN kEOUlAEO SCREWS TO 5T0 1A BM iW ! I I W/ 2 1/t4' &, / J EMBESTEEL 5' (iy0. TOP & BOTTOM) LWASHER ,0 SECTION S- S 24' p 0 rr I wcHu* xA+LW Autr Er.Exm OnD iTOXx G R y ,1 I I R . AMMCP I' Min. FOR i BO% R I •• , WIND ZONE DETAIL A 3 t I I n R >k 1/4" 0-2D OR'1/e- fl-16 USED JOINTLY W/ 2' An, FOR }SEE STEP 3 ON SHEET 14 FOR SPEOA • 1 1/4' CAI R 3/8'0 . 1 1/ T/4'fl % 3/4' SOLIDBEEF OR WIND ZONE--* TRFATNENT FOfl WINO ZONES 1 TNRM ] a 1' Min, FOR 9J(11E SHAL BE LEFT TOGETHER THE TIME A),j �CHORS A THE TUE ry a I' 'gni YNND ZONE.-W STORM SAASRESPECTIVELY MEEMOAEO. (SEE DEL Qo to li nlx 1-3 t dDQibRI MinSEPARATION TO ., GLASS 9(2) M BAR BO PER STORM BAR CONNECTION, SC (SEE SCHECUIES �-� DNS p` i O 2' MIn. TOID ZONE -+" )SEE TABLE J ON SHEET 23 TOP SNE 15 k I IMM. 4D I(Typ. & BOTTOM) 1 �' u(2) (2) 3j8b CMK-M ANCHORS OR ( //EII OOR I/4"0 SOUO-SET ANCNORS Oft 1 4'(2) 3/8.0 KWIK BOLT TZ EXPRISMNK I OTSSEE SCHMUES A(2) OR 5 CHORSACON ML ANCHOS I`�DcEAssNGn K IXIEA OR 2 n ® ® Yx2'%1/B'xD'-5" (6063-T6 ALLOT) ANGLE EA SIDE W/ EXISTING i1 2• p ALUMINUM GUS6 u I $1 Si 2} 1/4'0-143/4* RYT $UILDEN TEN II I I (Typ. TOPlBOBuOii I I MR TLwJ6011(N) SIrDFM BAR 5 (Typ. TOP & BOTTOM) I p 9 ® " SECTION S1- S1 S (TtP. TD'(WSiCM)'. I (TTP. TOP/BOTTOY) 2ff16' of Min. lu POURED. CONCRETE MIN. ED E.O. I 1/2"A 1/2'W.C6t.CONT. ALUM. C t p p (re-3 Aso S" min. 5/16.0 TAPCONS XL vi/ E MOLE W/ 5/16.0 TAPCOYS XL W/ 1' THICK REQUIRED 2 1/4' Min. ENS", f2? 2 1/4' MIn. EMBEDMENT D 24' o.e. vOURLO ciK+cR[TE OF SLAB WALL MOU EDGE OF SLAB c.3M, LEDGE \ V '-+Fp' 'i• •� i FLORIDA BUILDING CODE (Nan W6 h YOIOOity BYmTCane Zone) IF MPUGHLE S R[Db T/2' Min. E.p IAia E.P. G APPUCA 1/2' Ml, E.D. I --FOR 3/8.0 CALK -IN ANCHORS 3 MIn. E.p.-11I•-FOR 1/4.0 FXID-SET ANCHORS \ ; • * 167 • *' , It OAtT pLEWC Nautilus b/i4/IT urz a IAin. Ep. Min. EA.TFOR J/8'0 Kett 64LT R. EMPXISgN.RNCNpPS + •TJ ; /B" Min. E.p:-e--F6R 5/I6'0 TRPCON l6 ANCNGRS iyO i� ' , E"INt, Roflln9snke+Jyslam Ix Mtn. E.D: 3' EXPERT SHUTTER SERVICES INC. 17-'144 �(y +�' W MW TMMI a EHcwccmHc coM+A.x. �' ~a�ilWa.-+m.iu �tabpn'�Sl Nlu 1820 SW. 04M4RE SIPFET FLOOR TO CEILING I TRAPPED AND WALL MOUNTING: STORM BAR n �i•(!' a� S/ 1,"""CCa6\SSE"• NAC \\ dt •- ':•�°^•«^ ®-e006Tt0 .»� PORT +:�= x MIN °"`°14 "° vmT s mw G1, SECTIONS V P.E. %x ilt TURE/WTE 'tea a LU'{ iilat6' ' Mn. EDGE OF SLAB 6 Wim POURED CONCRETE r, i (('0 . 3 ks! MI..) 4 1" B- Min. THICK REWD. j, L 0 4 I EXISTING GL0.56 a 1' IA;n. g� 4 tiN k e z� N n E 1? h t k OZ z a Q`y 0/8 or 8 R/8 or �N R'/8 (DP. EDGE OF SLAB P APPLMl9LE Mi, E 3/4'0 MIX BOLT TZ EXPANSION ANCHO S O END AND INTERIOR MILLIONS �& @ (ORIENT 71ON @T) AND END MUWONS�TO & GI (ORI£NTAMON #2) FOR (2) 3/4.0 MIX BOLT TZ EXPANSION I* Mina E.O. ANCHORS 0 INTERIOR MULLION V �(ORIENTATKIN 12). EDGE Of SLAB IF APAWASUE MI 1`x3`siJ2-x0'-4' (8p61-1 ALLOT) Wum. ANGLE EA SIDE W/ (2) 3/4.0 THRU BOLTS TO MULLION 0 a (1) J/4`I MIK 80, TZ EXPANSIO ANCHOR W/ 6`Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) SECTION X1-X1 W/ n (END & INTERIOR MULLIONi jw/ ORIENTATION N 1) (6-W) 1 1JY-.) I`-3• 1 1/2. �I 3` G 'zJ'x/J2`xO'-6` 4' Dmm 061-TB ALLOY) um. MOLE EA SIDE W/ 0 T U SOUS %/4� NUWON G & 1 1J2` 3/4'0 RWIK BOLT 72 (PPNSION ANCHOR 1 1/2` / 6` MIA. EMBEDMENT POURED CONCRETE 3' J' yp. TOP & BOTTOM) 6' ALTERNATIVE SECTION X1-X1 W/ (G�� (END & INTERIOR MULLION) (VI/ N (4'x6") (6061-T6 ALLOY) EXIFAIOR Aium. ANGLE EA. SIDE W/ 12) 3J4b TIjRu BOITs -�- 1 3- SI TO MUWON & KWIK BOLT 12 Gi EXPANSION ANCHOR 0/8 Of W/ 67 Min. EMBEDMENT 10 R/8 Or POURED CONCRETE (Typ. TOP & 60710M) c` pRpt(OR R'/8 /,;,� _ B` E%IDNOR v xT 1 1/2' '/ 3'.3_* L 3 W'xt/2`x0'-8' (6061-T6 ALLOY) �, TOP/6DHP+) 1 tJ2` Wum. ANGLE EA SIDE W/ S2 /4'0 AINm. ANGLE EA SIDE W/ j2) 3/4`0 7HRM BOLTS E SIDE W & /4 TNRU BOLTS TO MULLION (MGT6 & (2) �D�, 3/4.0 MIX BOLT TZ EXPANSION 3f4'P KWIK BOLT R EXp LION ANCHOR -VI/ a Min, EMBEDMENT TO ANCHOR W/ 6' Mi, EMBEDMENT TO POURED CONCRETE (TY, TOP & it J SECTION X1-X1 W/ (a * POURED CONCRETE (T,,, TOP & BOTTOM) BOTTOM) POURED CONCRETE (r0 = 3 W MIA.) (END & INTERIOR MULLION) (END MULLION ONLY .(INTERIOR MULLION ONLY) / i B' AYA. THICK REO'D. (W/ ORIENTATION N 11 ALTERNATIVES SECTION X1-X1 W/ IEOCEOF SLAB (8"%4") (VII ORIENTATION k 21 v APPLICABLE FOR CHOIRS 3J4"0 INTERIOR MUL T2 EXPANSION uin. E.b. A O INTERIOR MULLroN ® ` •• N4, " ,��111'' 'AND 00% NOT SHOWN FOR CLARITY (ORIEMATION p2). (ORIENTATION `rI Min. E.D. FORANC(1)5314-0 MIKO BOLT TINITRIOflEXPANSION IF C • _ ••�' FLORIDA BUILDING CODE Mon High V,,1.6y Ell Zane) ONS (Ol&®(CRIE ATION (1 &.JO)AND Nb MUWON 6 (ORIENTATION @2) jY. xx t J* ♦ x'* ,w•y-0,6_2 ,� Oi01s h1ECom 4 Nautilus FLOORTO CEILING /TRAPPED MOUNTING: MULLIONS n OR n SECTIONS W-1 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION SCNP: 1/&- - 1` C INC. 17-244 Ill K" MIW 10 wM Wn, E.D. r"`(SEE SCHEDULE EDGE OF SLAB P I➢iJ"iA9tE I IXISI GLAss d r o u Min. 5� e ) o g� p/8 r + �N R/8 or is R"/8 E� I � f 3 4 (CIA, TOP/BORW)A r i EDGE OF SIASI tan. E.D. V N'PLMABLE (SEE SCHEDULE L(n. E.D. SCIEDULE 11)-j a2 Fn4MVws SEE SCHEDULE All 1 31 (6061-TES ALLOY) 2- I OSEE MA%IWY�'}G (INTWCR) A®(END A INTERIOR) TOPPED MOUNTED WIJUUOYS ROSE OF SV9 3' Num, MOLE EA SIDE W/ (2) a, SRAN CMRED W SCHEDULE IS FOR MAJADOR CASES L IA A D GO SIM 1F APPUCABtE !L2 I a ... ., h� I t THRU SOL TO MULLION ONES LOAD. WWON SPAEMO AM SPAN *mAUATT*. G j 1 I 4' LXILitlDR NSSIO NtVONIDI CIS 1 - RESNA'E) tOMMEAC D IOPSIGN PRESSU E TURNS. S. P.O.DAL. WFfYw ASO. DESIGN PATh1G, 1 1 SPACING. 12'-D' MNDMUM YUEVXR.SPADNG. POURED CANCREIE 3'x3•xt/4'aD'-B- t 1 SEE SCNENILES 11 A 12 FOR ADDRIONA SPECS (1'c - 3 bt Mh). (GOGI-TG ALLCY , B EXRTtlOR SEE SCHEDULE 11. N.N. ANGLE EA. SIDE 1/2 1 Gi ESTYLAOIUSE h - RESNEMML AND COMMEROR APPLICATION W/ tea P.A. SClTS )1/2-0 TOMUWON© ) I/2' waammcm E G. O1LNG, 0'-O NA w UULUM SPACING. 6. SEE SCHEDULES 11 A 12 FOR ADDITIONAL SPECS 0/8 or R/8 or R'/8 Min. E.D. SCHEDULE FLOOR TO CEILING tTRAPPED MOUNTING I MULLIONS n OR SECTIONS W-1 ALTERNATIVE SECTION X1-X1 W1 (G-)A F9WM ORSE D - COWERCPL APPLCUM FOR 1IOD.0 µAl. mmamm ASA DESIGN PRESSURE TUI 8'4' WIEN III (4° INTERIOR MULLION ONLY W/ ORIENTATION # 2) SPACM. SEE SCHEDULES /I A 12 FOR ADDITIONAL i f!Y SPECS. (2) ANCHCRG 2•+>•2, 3•xT/A'x0'-W' 1' --G- I OSSE SDxET21E 12) IS 6I-rs ALLov)�1' ALTERNATIVE SECTION Xt-X1 W/ (G (4) ANCHORS — (SEE SCHEDULE I) INTERIOR MULLION ONLY W/ ORIENTATION # 2) Num. I � GT D'6' EXTFAIOR S 11 1- 11/2•-J 4' J'�•I .TERNATIVE SECTION X1-X1 W/. G� .J EMOR AND END MULLION ONLY,,W&-10_7MM Q END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * A• No. 441 APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS Ac ta�*a 90+ p • SIDE RAIL DO AND BOX NOT SHOWN FOR CLARITY PE- 1 SCHEDULE /1 MSTAMAIM)4 we TIIIWINmm ANCHOR TYPE A SIZE (M. TOP A INNINW) ON. ANCHOR INN.COI FOR CASES REDID. CMBEDM[NT ANCHOR 3/B'e NiLn INS NUS-H SCREW L 3/8•P POWER FASTENER ANcIWA M@)& 0 GNFENI muLum 2 IJY 5 Iry• ww% ONQRAi 1 a• 1/2•P ICLn NO RUSH SCR h 1/2•1. POWER FASTENDI wmc- GIT ANCHOR FOR w (END A INFERIOR) Annual 3• 6• W/ CMNU WN 11. /2-9 NO NO NNW BDET 12 ONLY FORp,& 0 MICRONmutu w/ cmavAAmm 12) A ®. (AND-NUwON W/ 2 1/2• 5 1/2- ATMN 1q. 4 9 1/2•0 NO INC NUS-X SCR A II/2 • pDWDt FA41ENER WEDGE- BIT ANCHOR f'CR LCUWA 4 pl EYtEINOR 3• 6• {[NO MULLION) W/ DPEtRNIDK /1 OR 12. 1/2•0 XRn INC MLA DOLT tt ONLY TOR D A GA MRAIGR '14AVON9 w/ ORIPIMnaI 12) A 0 (END uuLLTm1 w/ 3 1/P T 1/2' CRIENUipN /1). 1(2•e m[n NO ME-N MI OR 1/2-0 POWER F/SIQRR 6- WEDGE- 8IY ANCHOR SEE ° NOTE CH SCNEDULb" 9 wnmoR. uUuaxs 3. 5. W//�oRgMAna+S"OFN `i CODA FD SCHEDULE /2 IHSTAlJ nex 1MICxNE55 ANCHOR TYPE ■ SRC M. TOP A 9oTHAO Wfi[q FOR ROOb. RMDISTANCE ANCHOR 4 4 ♦ D 4- 5/eI HNI MO HUSH WREN A 8/8-0 POWER FASTENER 2 1/2- 2 1127 WEDGE-ew ANCHOR FLORIDA BUILDING CODE (Non BDN VeNcRy RDrtic ne 2erx) O 2DIl Ti[iECP MC DW+N De Nautilus R.Au gSAWRerS'y3TWm REC SAI L G INC. oAW EXPERT SHUTTER SERVICES INC. .ND a Exn:x6EMND cc.IP.Nr Nn, w:.n 4+ttv1 n UtG 1526 Sw. 21i SIFEET 1 %-244 W.'A/i-tva. h• t f U:en-tvt -mW:WlseaPael.xm PoR! W. WCIE• P., 34989 AWL )1w-90X.fui lntJ m:-OA4 DRI.'.9gM ...,.ot t . slm laax n a�lti �Oi iitii' EWE IF APPLICABLE-♦ 2'AMUWON DEPMxt/8' Cant. \ \♦ ALUM.. TLISE (TOP & BOTTOM) W/ ? 314 W, E TMCONT0 4 2c1/4' 1.0n. EMBEDMENT 0 2{ I CONCRETE (re - 3 W Mn) 8" Mim THCK REO'0. 7 3/4' F Min. ry ©OR G7 n N R/8 or �. In R'/B r� z 1 0 -min a o ExIBnNG a GV55 "11 J� sW t/D 1 Min. LE. �a 7 3/4" MIN j- CONTINUOUS POURED CONCRETE (rc - 316 Mn) 1 8" tbn. 'THICK REO'0. CAP solo K TEK SCREWS o- GALVANIZED STEEL c. Frr (WALL MOUNTED SHOWN, MAY BE D ALSO INSTALLED TRAPPED MOUNTED PER SECTION W-R' ON SHEET 8.) 1 1/2"x1 1/2'x0.062"KCONT. ALUM. ANGLE W/ 1/4"0K3/4' ITW BUILDER TEK SCREWS 6 24' o.c. TO TUBE. t 1/Y EDGE IF APPUCABUS r---- 7 3/4• Min. E.O. CODE IF APPLICABLE T-----1- 7 3/4' Mtn. E.D. T EXfmm POURED CONCRETE I (re A 3 k¢1 Min.) <' ERIERIOR B" Mtn. THICK REO'D. z' \"G)OR G7 4. 2 G OR GO 2- 7 3/4' Mirt. E. . 7 i4"x4'x T6 L -- y vurn. O EA. VOL8 AlOY) / (8661-T6 LE Ek um. MOLE E0. 9LODE IF APPLICABLE y Num, ANGLE FA SIDE, EMS IF APPUCol SECTION X2-X2 W/ n OR ALTERNATIVE SECTION X2-X2 W1 Q OR (G3' (END & INTERIOR MIZL It�ON1 (ENO & INTERIOR MULLION) (WI ORIENTATION N 1) (IN/ ORIENTATION d 2) (6"x4" Or 8°x4j (4"x6" Or 4"x8°) • SIDE RAIL@NOT SHOWN FOR CLARITY POURED CONCRETE O'c - 3 ksI Min.)- 8" Min, THICK REO'D, GIP. 10P/0)n°K) 1 } t/Z' 1---- ��� 11 f/z• (M'. Kill ..p,..... /.. 7 3/4' 1 414'x3/8'xO'-10-(6OBt-T8 ALLOT) Num. MOLE ``''{1,,��?`^' ivJ 10N. E.D. Eo -EO EA SIDE W/ (2) 3/4-0 MRU BOLTS TO MULUM a Q•".,. •"' & (2) 3/4-0 KWIK BOLT Tz IPANSION ANCHOR xA'S�;• CENS ••` ;i ♦ ♦ W/ S' Min. EMBEDMENT TO POURED CONCRETE WALL. I—, TOP & BOTTOM). ND.44167 EWE IF APPLICABLE , WALL MOUNTING' MULLIONS CG)OR IQ .p POURED CONCRET BE CTION W2E WALL ?90tn '_��• •,v;:�"'. END & INTERIOR WALL MOUNTED MULLION INSTALLATION S/0 TETEOO ON, ° Nautilus Rolling 57wHor3�rom wM/T° 6 C O t11c. ° EXPERT SHUTTER SERVICES INC. sxaHCLRw¢ �FAMY BII STREET 17-244 .F.,ORE PO St. 4NII P¢RT St. LUCR, R. 3{¢M ���I" �9C�a'twn PIY® (b% N9-W:O. NL 4i1-°990 �. PE. Lk. N0l tlw sxm N or0¢ IF APPl1GLE \\7_6- 1 1/4- T 3 1%2' RI ,/ I a' I/ CONTINUOS POUREDJ\ CONCRETED. CONCR(rc - 3 Im Mn.) \ G tan 8- Mr. THMTSS \ i REDD. y 9 VIZ EO Y r ®r 0 R/8 or a R'/8 ; r IXISTNG� 1 /2- \ .. E.0 7 I/4-e.3/4' D'F 6MLOEx IVI 6C m Hxt 8- Cont. / W/ i O.D..DA6a- GALvR zm AEFL & W/ WA6HER a 2a' o.c. 1/4 xl W/ 2 1 EWE IF APPUCASLEl . O 24' a.c. _ 1 _ E.D. 2, I I ( 1 POURED CONCRETE \ / V J ksi Min.) <' DIfET60R L. _ 6' THICKNESS JJ REO'D. \ � END CAP ©OR G1 OCIFI60R 7 1/2- Min. EDIT x 7 t'x4-.1/4' EDGE IF MPUCA9LEJ Mum. ANGLELEA) VOL ALTERNATIVE SECTION X2-X2 W/ Q OR (INTERIOR MULLIONI -(W/ ORIENTATION 0 21 /o or (4'x6° Or 4'x8') /8 or R'/8 (WALL MOUNTED SHOWN, MAY �p BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'-R' ON SHEET 8.) 1 1/2-x, 1/2'xO.062"xCONT. ALUM. ANGLE W/ 1/4.Ox3/4- ITW BUILOEX TEN SCREWS O 24- o.e. TO TUBE. 3 1/2- i 3 t/2'fi' X2 7 1/2- CC 81NUOUS POURED 4'x4'xl/a'x0'-6'(6061-T6 M.LM Nam. ANGLE TIN. E.D. CONCRETE (fc = JTS-- E 0 EA SIDE W/ (2) 1/2-0 IHRU SOUS TO MUWON V..n) 6- Mr. THCKNESS \ & (2) 1/2-0 K69K BOLT TZ EXPANSION ANCHOR \\FWD. \ W// 3 1/4- TOP & BEDMENT TO POURW CONCRETE EWE R MPUCABLE WALL MOUNTING: MULLIONS CG�OR M POURED CONCRETE WALL SECTION W-2 QEND & INTERIOR WALL MOUNTED MULLION INSTALLATION ILICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALL SCME 1/6- . I - EDGE IF AFPLICABLEI -,-_— 7 1/2- Min. ED. T POURED CON (rc - 3 ksi V Min. THI01 REO'D. DDET60R 7 1/2- Min. ED. I 1 4'x4'xl/4' (6061-76 ALLDY) um. ANGLE EA BIDE EWE T APPUCABLE ALTERNATIVE SECTION X2-X2 W/ (G)" a. a O SEE MAXIMUM ©(INTERIOR) & Q (END & INTERIOR) WALL MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2D' FCR INSTALLATION CASES I' & II' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTN19CN CASE i - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH =60.8 p.s.1. MAXIMUM A.S.O. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INSTALLATION CASE II' - COMMERCIAL APPLICATION FOR i 100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-O" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KOK BOLT TZ ANCHORS. p,Tj6 t$IDE RAIL®NOT SHOWN FOR CLARITY 44167 : I o mR Taaco NC xm� IL ECOINC. ®-INXIII'll no,I N M. (arts'! BUILDING CODE Huntwne Zane) 1 LBn. F.P. ' Wn. E.D. OR (1) 3/4-0 WAK SOLT EXPANSION ANCHORS {e Erv0 MUWON (6061-/210L-4' (oNIENTATioNS dt $ 12). ANGLE Te ALLOY) / (2) FOR (2) 3/4.0 WIN BOLT TZ E EVASION ANGLE THIlkSIDE W/ O Min E.O. Min. E.D. ANC XpRS 6 IMEWOR MULLION MULLION TNRU DOLTS TO (OMENTATION d2). MULLION � h (I) 3/4 KWIK @pL R EXPANSK LEDDGGE OF�SLAB EMBEDMENANcI T TO POURED EI ASFDCA9tE CONCRETE (Typ. TOP h BOTTOM) e P n Lrn. G2 n E 1HOR 078 _ ��� 11 01. 1E0 CONCRETE = 3 kei Min,) On. THICK REO'D. M W SVB L 11,` ` ` I1.1 'ME OF Sue 6 A^F OMILE G APPLICAHIE. ( FOR (2) 3/4'0 MEN BOLT T2 EyPaNSIGN Mln. E.D. Min,E.D---r--ANONCE' G INTERIOR MULLION S �(ORIEMATION M. 1 p• 'Min ^' Mtn. E.O. ED. PoR (I) 3/X'p WWIK BOLT Jj E%pANstlN ANCHORS B ENd MULLION 0J ' (ORIENTATIONS dl § 12). P d FLOOR TO CEILING /TRAPPED MOUNTING: MULLION G? T= SECTION W-3 ?q0 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' BCAtE: 1/8' - r P.E T ri (6061-T6 ALLOY) Num. ANGLE EA SIDE W/ 12) 3/4'm THEM BOLTS TO M, N b� h 0 SECTION X3-X3 W/ �2 (ENO MULLION ONLY). (W/ ORIENTATION d 1' (7"X4") (1) 3/4.0 MIX DOLT TZ EXPANSION l0 W`•' ^•"^ _�" '• •^'^•""^ ANCHOR W/ 6' Mi, EMBEDMENT TO ANCHOR Y1/ V Min. EMBEDMENT TO POURED CONCRETE M,, TOP k POURED CONCRETE (Typ. TOP k BOTTOM) BOTTOM) (END MULLION ONY) 1IRNRpR MULLION ONLY) ALTERNATIVE SECTIONS X3-X3 W/ CG�� (W! ORIENTATION Y 2} (4-X7") r�`A'T/J�r✓dyN- RAIL Q AND BOX NOT SHOWN FOR � SIDETY •v6EN3F •'•.ti �'_ FLORIDA BUILDING CODE (No i HNh Velocity `: * *I ° °" Nautilus ,,,. C`.,� ; IL ECOE«°. RoHIng SAvHerSyafam —w EXPERT SHUTTER SERVICES INC. Huviwne 7a ) kin. ED. SCHEDULE Q'/8 B I kln. E.O. atr i SEE SCHEDULE f1)-{EDGE OF SUkB ff MRICNAE { I \-PaJRED Comm (E¢ - 7 "1 V..), SEE SCHEDULE IN. I' an. G3 MOOR EDGE OF SLABI irI 3EOGE OF SLAB If M'RLIFAHLEI I ff AnNC48tE t Wn. E.D. Tj Min. E.D. "(SEE SCHEDULE Bt (SEE SCHEDULE ei)� FLOOR TO CEILING TRAPPED MOUNTING: MULLIONS G3 SECTION W-3 a r. ALTERNATIVE SECTION X3-X3 W/ CG1a wi ORIENTATION k 21 (2-x7" INTERIOR MULLION ONLY) • SIDE RAIL 0 ANO BOX NOT SHOWN FOR CLARITY. 0 INTERIOR TRAPPED MOUNTED MULLION INSTALLATION APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS ix-- ' Y ' I/v - 1' 4 SEE MAXIMUM Q (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE ID' FOR INSTALLATION CASES I. Ia h N ON SHEET 25. (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION CASE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH t60.8 p.s.T. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0` MAXIMUM MULLION SPACING. SEE SCHEDULE 81 FOR, ADDITIONAL SPECS. mrAUAIM CASE La - RESIDENTIAL AND COMMERCIAL APPLICATION W/ t60:8 P,s.i. MAXIMUM A.S.O. DESIGN PRESSURE RATING, 8'-0' MAXIMUM MULLION SPACING, SEE SCHEDULE #1 FOR ADDITIONAL SPECS. ugsMLAIICN CASE II - COMMERCIAL APPLICATION FOR ±100.0 P.s.1. MAXIMUM F.S.D. DESIGN PRESSURE RATING, 8'-0' MAXIMUM MULLION SPACING. SEE SCHFDULF 01 FOR ADDITIONAL SPECS. SCHEDULE #I INSTALLATION MIN. SLAB THICKNESS ANCHOR TYPE & S12E MIN. ANCHOR MIN. EDGE IN OR CASES REO'D. (TYP. TOP h BOTTOM) EMBEDMENT pNCHORCt 3/8'0 HILTI INC HUS-H I 4' SCREW, 2 1/2' S 1/2' POWER FASTENER WEDGE- BOLT ANCHOR d 4• 1/2-0 HILTI INC KWIK 2 1/2' 5 1/2' BOLT TZ 0 6" 1/2'0 HILTI INC 1MYiK 3 1/4- 9 1/2' BOLT TZ 02917 T¢TECO NC, ME COEw-. FLORIDA Nautilus RoWng SAvMvrSyabm ceps•/�F IUTTER SERVICES INC. a>< SN' BLM STKVU 17-244 ST. LU". FL 349" F�Ap K f.x-wmR . Tl+: Iml ¢li.oma FACE IF A PUCM31UE 2'x1.NLUON 0EPTHxI/8` CPnb Wj 1/s'er)/a' RW BU¢DEX NFA BROW 4 6j16'e TAPCONB XL W/ 2 1J4' W/ I- ".0J060' OAWANIZEO STEEL J 3 4' 2 1/6' \ 4in. EMDEDf.@NT ®2<' e.c. WASHER O 24' o.c. / MW. ED. CONTINUOUS POURED-,� 7' CCNQRETE Qc n 3 Li Me.) N 8` Mn. THICK REVO. w 7 3/a NOTCH WEB Mn. E.O. (TYP. TOP/BOTTOM) 5a ry a 1• Min h Lm (y a EPmNO GLASS 7 a j- CONNNJOUS POURED— CONCRETE (rc = 3 ksi Ne.) B" Lgn. cf. REOD. CAP D(WALL MOUNTED SHOWN. MAY BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION 0'-0' ON SHEET 8.) EXIEROR -1­ 1 1/2"xt 1/2-xO.062`xCONT. ALUM. ANGLE W/ 1/4`6x3/4` ITW BUILDER TEK SCREWS 0 24` o.c. TO TUBE, 1 1/2' (m. ToPAOTmx) I 1 1/> ' __.__._....I 11/2- DIT. rm/omup 7 3/s' uIN. E0. ANCLI EO EO `Ea4so W� (2j 3Jbb miHRU BOLTS f0 M LLIO: •ti 4• & (2) 3/4•0 KMK BOLT TZ EXPANSION ANCHOR EMBEDMENT TO POURED CONCRETE EDGE fF MPUCABLE WAN,. (fYP. TOP & BOTTOM). WALL MOUNTING: MULLION +2 POURED CONCRETE WALL SECTION W-4 IR WALL MOUNTED MULLION INSTALLAI S E1/8"= r EDGE IF APPUCASIX 7 3fa'n. E.D. POURED CONCRETE (t'c - 3 ksi Min.) 8• Min. THICK REO'D. a nx' 7 3/4' MIn. E.D. IN 4 Aa x3/BN (6061-T6 ALLOY) U.. ANOLE EA, Slur EDGE IF APPUC t.E-% SECTION X4-X4 W/ { (END & INTERIOR MULLION) (W/ ORIENTATION f 2) (4'K7") • SIDE RAIL@ NOT SHOWN FOR CLARITY VI,,Q�•'"BENS ''•, = FLORIDA BUDDING CODE (Non High Velocity Nu"cane 7cee) Ct0,7 C6O Nautilus MR m. 8 IL E C O IMe. m� n UTT1ny3T�TRVICES EXPERT SHUTTER SERVICES INC. ''u '••. C{f ` T\ •t1T TIUI} 1CSIINO R [NOIX[PoXeCOXPANY '•••••••••• i 61 1l ��{}�j�.xxff avi x.�. w.<u.m wwe,nvn fmXTl-Ivo•. r Pcxmo-y. 1628 SW, LxPL Stw Pokt St. 4UdE' PILLABBA 17-244 "wI`,C ff . to T wN,[R I Iol, f ..7 R4X6A4k. A+47 f )) xll-WM SxLFI so nn tt— P.E. SCAJfJFJ(riURC DATE Im. 1 3 1i2\''��`r'\� Min. E.0 41N. E.D. I' j 3 1/2' 4 3/6' \ COY6NUOUS POURED A CONCRETE (fe = 3 W Min. THICKNESS �- 1 REVO c uin. 2rxMULLION DEPTHx1/8" Cont. ALUM. TUBE (Tap & BOTTOM) W/ 5/16.0 TAPCONS XL W/ 2 1/4' Min. EMSEDMEW 9 24' p.c. / END CAP 1/4'°x3/4' RW SUILDEX TEX SCREWS W/ i' 0.0.0.060'.GALV.WNED STEEL. WASHER 0 24' o.c. (WALL MOUNTED SHOWN, MAY �BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION 0'-0' ON SHEET 8.) EXRRIOR Q'/8 r Q1/8/ 1/2"xi 1 2 xO.062'xCONT. ALUM. Min. ED 4 3/B' ANGLE W/1/4.0x3/4' OW BUILOEX AN. E.D.. D. ,. TEK SCREWS 024" p.c. TO TUBE. 3 4 i1W ' "-(2) 3%8'< HWK BOLT Tz EXPANSION AKHGR MIN.. E.O. W/ 2' UK EMBEDMENT TO POURED CONCRETE WALL ". TOP & BOTTOM). EDGE IF APPUCABLE l CONTINUOUS POURED l- CONCRETE (fe - 3 W Mn.) e" Mn. THICKNESS REID. WALL MOUNTING, MULLION 63) POURED CONCRETE WALL SECTION W-4 Q INTERIOR WALL MOUNTED MULLION INSTALLATION APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS SCALE: i/II' " I' P.E. EDGE IF APPUCABLEi 4 5/0' CONTINUOUS POURED CONCRETE (f° - 31F' 8' Mn. THICKNESS REO'D. 1UOR 4 3/8' EDGE IF APPLICABLE - SECTION X444 W/ �S i ,(INTERIOR MULLION) (W/ ORIENTATION k 2) (2°x7') OSEE MAXIMUM Q (INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2h' FOR INSTALLATION CA [' & 11' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): IPSfN3ATION C4SE I' — RESIDENTIAL AND COMMERCIAL APPUCATIONS WITH *60.8 P.s.f, MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS—H OR POWER FASTENERS WEDGE —BOLT ANCHORS, ItWAUARON CASE H' — COMMERCIAL APPUCATION FOR 3100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, B'—O" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILT) INC KWIK BOLT TZ ANCHORS, NOT SHOWN FOR CLARITY Nautilus !�`°"<° �L C 0 SERVICES EXPERT SHUTTER SERVICES INC. SHUTTER y m-. �`x AL T.�IMT rzanRso�s a£Ewmo epYF.HY xw+'p6 n you 1638 S.W. &LThIftE SiREfl cxMm rn �a ®non, vrz 17-244 tl4R'q Ib sxm 134a°a P,IKi7 IC10i1"A STEP 1: OBTAIN JOB SITE'S A.S.O. DESIGN PRESSURE RATING (p.s.4) FOR THE OPENING AND DESIRED SLAT SPAN V (11) TO PROTECT IT (SEE GENERAL NOTE 112, SHEET 1}. STEP 2: ENTER TO CHARTS (b, III, & Fb•)) THRU IC ON SHEET 16 TO DETERMINE. BASED ON ANI2" -- SLAT SUP (In), ANCHOR TYPE AT SIDE RAILS; R.S.D. DESIGN PRESSURE RATING (P.&I..);THE REQUIRED MAX SLAT SPAN'(."ft. THE FOLLOWNG INFORMATION IS PROVIDED AT CHARTS 1 THRU IC TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION: ENTERAS.D. SEE STEP (1) ABOVE. • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: Lnwc THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN Iw SLAT SUP MAY BE USED, FOR A GIVEN A.S.D. DESIGN PRESSURE RATING. • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ic: PROVIDES SEPARATION TO GLASS FOR PRODUCTS W/O OR W/ STORM BARS (SEE STEP 4). STEP 4: IF PRODUCT INSTALLATION INCLUDES STORM BARS, MULLIONS OR STORM BARS & MULLIONS. THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. PROCEDURE 4a: IF STORM BARS ARE USED I, MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON CHART Ic, ON SHEET 15. ITSHALL BE MEASURED FROM BACK OF SLATS TO GLASS.. 2, ENTER TABLE 1 ON SHEET 22 WI A.S.D DESIGN LOAD; STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3ON 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 ANCHOR TYPES COVERING PERMANENT (ANCHORS A& D) OR REMOVABLE (ANCHORS B &C) INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. TO ITS INSTALLA' PROCEDURE 4b: IF MULLIONS ARE USED BUT WO STORM BARS 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT WIO STORM BARS SHALL BE BASED ON CHART Ic ON SHEET IS.. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTFR SCHEDULES 1a THRU 2. ON SHEETS 24.26& 26 W/ A.S.D. DESIGN LOAD : MAXIMUM MULLION MULLION ORIENTATION. 3. SEE SHEETS 10, IDA, 11, IIA, 12,12A, 13 & 13A FOR REQUIRED MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEILING R,P,(;EDj�OR V8L MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE( aa�� +��77& [�}, PROCEDURE 4c IF BOTH STORM BARS & MULLIONS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALL SE BASED ON CHART In, ON SHEET IS. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE 1 ON SHEET 22 W/A.S.D. DESIGN LOAD AND STORM BAR MAXIMUM STORM BAR SPAN (HEIGHT). 4. ENTER SCHEDULES 1a THRU 2c ON SHEETS 24, 25 & 26 W/A.S.D. DESIGN PRESSURE RATING: MAXIMUM MULLION SPACING (MAX., 12', 6' OR T). AND DETERMINE MAXIMUM MULLIO SPA ((HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FORAGNEN Yi �i::778 ), MULUONTYPE & MULLION ORIENTATION. S. SEE SHEETS 10, IDA, 11, 11A, 12. 12A, 13 & 13A FOR MULLION CONNECTION DETAILS ATTOP & BOTTOM FOR FLOOR TO CEILING PPED) OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE(CC Ig& 3). * 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. r No.4416T �: = p�{Tm Nautilus W. * N IL ECO,imc. Hurt mnxo a cwcwec«n.o c�rwr o. s. u1 w_wn inssna Ewa.it mf-nn.re., Pmpr,�4v, C8-0006i19`•� RaUing SbotfatSyalem m/t•/f� �,��.C'�,/yC�y{,/ EXPERT SHUTTER SERVICES INC. IB16S.H. artsuw+E 3rHEkT POM. V. C 34994 MC RYM, 1)rG.GY'IB. r/Jl PR1Blf-RW 17-244 WARFb �p 11 =,(y s1¢�(f.'birl 44�`. �Q.. �L ```C {\ yS/(� { • S18C! 1. TM SLAT PERFORMANCE CHARTS Ia. Ib, Ib4 & IC; (ONLY VALID FOR 1@" SLIP) FOR A GIVEN A.S.D. DESIGN PRESSURE RATING(p.s.% PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS VW OR W/O CHART I8 CHART III CHART Ibl CHART IC 14E LIVE ASD. Lao USE Y)GM8M POMINE ASA. LOAD VAfME BOLT 3 ANCHOR 3!8"0 KV POURED POURED CONCRETE fift6'0 TAPCON XL ANCHOR M GRO TAPCON XL ANCHOR m c60ur N18Pn cet CauaflB &.aCM. ro Fawm emcRne MAX, A.S.D. DESIGN RATINGRESS (P6O MAIL SLAT SPAN 'LM W (Fr) NM1 iPAPPLD 000-001. 9wD-drt ygOt( ygpR 1@M Vjj 9ppry1 N/EQ In iNR4 # EEC xofo t 4&€gMhdAt ML rorcs # SUT SP 'LMAx., (F1) IVIL TR*PU` p0ltp.gll 6wp•A0 YWM YOIMT n,QOM'y[ uWM kl© ax xmo # siY NaEs Y %6'+1Xtle13yfM vi rg1Q t MAX. SLAT SPAN 'LAu1L' (FT) NML IPAPPEO 8mw_c;Il 9w0-art MOUNT YdRR YWMN%� SR Igtt<10 stL xom t #F.M bt tarts # REQUIRED MIN. SEPARATION TO GLASS MEASURED TO BACK OF SLAT (la) W/o Sf0t01 BARS W STORM BARS iRINI) 3 1PND ZDNERl- P.41a; pKE30.0 20'-0' 15'-4' 20'-0" 20'-0' 20'-0' 15'-s' 20'-0' 18'-OW 20'-0' 15'-4' 18'-0' 15'-6' 1'141 2' 7' 35A 20'-0' 15'-3' 20'-0' IB'-0' 20'-V 1Y-0' 19'-0' 16'-3' 20'-0' IV-0' IV-3' 14'-0' 1'14 1 2' 7' 40.0 20'-0' I5'_2' 19'-7' '16'-B' 20'-0' 14'-5' T7'-4' 14'-f0' 18'-tl' 14'-5' iC-IO' 12'-9' f'14 1 2'7' 45A 20'-0' 15'-0' 18 0' IW-3' 2W-0' 14'-2' 16'-0' t3'-9' 17'-4' IC-2' 13'-9' 12'-0' 1' N 1/2'T50.0 20'-0' 1F-t0' IB'-9' W-2" 19'-Y 13'-i' 14'-f0' t2'-FO' 16'-2' 13'-i' I2'-9' it'-0' f' 14 1 2' 7' 55.tl 20'-0' 14'-8' 15-8' fY-4' 17'-9' 12'-P 13'-ii• 12,-i' IW-0' 12'-4' f2'-0' 10'-8' 1' 1[ 1 2'60A 19'-5' 13'-9' f4'-9' 12'-]' 16'-9' 1C-8' 13'-2' tt'-5' 1d'-2' 11'-8' I1'-4' 10'-0' Y 14 12' 7' 6SA 18'-4' 12'-Il' 13'-11' tf'-11' 15'-9' IV-0' 12'-6' 10-ii' IY-4' 11'-0' 10'-10' 9'-8' 1'14'7' v 700 f7'-4' 12'-t' IS-3• il-4' 15'-0' 10'-6' 11'-Iw 10'-4' 12'-9' 10'-8' f0'-4' 9'-0' /' 13 / 2' 6 7' 75A 16'-6' tl'-7' l7-T 10'-10' 14'-3' 10'-0' 11'-4' 9'-it' 12'-0' 10'-0' 9'-10' W-10' 1" 13 12' 8' 7' 80.0 15'-9' It'-0' 12'-0' 10'-5' 13'-7- V-5' 10'-f0' 9'-7' 1V-7' 9'-5' 9'-3' 8'-8' I. I3' 6' 7' 15'-0' 10'-8" it'-T 10'-0' 9'-3' f0'-5' 9'-3' f1'-2' 8'-3' 9'-0' 8 -3' - 1' i3' '8' 7' 90.9 14'-2' t0'-Y IF-2' 9'-8' 12'-V W-10' t0'-i' I B'-II* 10'-91 a'-10' 8'-t0' W-0-0' 1" 12 i 2' 6' 1 ]' 95.0 1Y-5' 9'-8' 1 -9' 9'-4' I2'-0' 8'-S' 9'-9' 6'-7" f0'-4' 8'-5' 8'-6' 7'-9' 1' 12 1/2' 6' 7' IOOA 12'-9' 9'-C 10'-5" 9•-1' II'-B' 8'-4' 9'-S' 8'-4 10'-0' Bt-4' 8'-3' 7'-6' I. 12' 6' 1. W-0' 9'-2' B -2' 9'-8• B'-0' 7'-4' I' 11 12' 6" T 110.0 1V-7' 8'-8" 9'-8" 8'-6' 10'-tY 7'-10' W-10' 7'-11' 9'-3' T-70' T-9' 7'-Y I' if 1 2' 6' 7' 115.0 Ii'-1' 8'-5' 9'-6' 8'_4' I0'-7' )'-8' 8'-8' 1'-6' 9'-a' 7-8' T-6' )'-p' 1' 11 f/2' 6' 7' 120.0 10 -8' 8'-1' 9'-3' 8'-2' 10'-3" 7'-5' 11'-5, 7'-6' 8'-ii' T-V 7'-S 6'-f0' 1" il' 6' T 125.0 /0'-2' T-9' 9'-9' 7'-tl" 10'-0' T-2' W-2' T-4'' T-2" T-3' 6'-8' 1' it- 6' 7' 130A ^-^9T to ]'-6' e'-9' T-9' 9'-9' T-0' 8'-0" T-2' 8'-5' 7'-W T-2' 6'-6^ 1' f0 1/2' 6' T 135.0 W-5' J'-Y W-6' T-T 9'-6' 6'-10' T-ta' 7'-1' 8-2' 6'-tp' 7'-a' 6'-5' 1' la 1 2• 6' )' 140.0 9'-i' 6'-i1' 8'-[' 7-5' 9'-i' _ 7'-8' 6'-it• 8 -0' - 6'-70'- 6'-4' Y 10 1/2' 6' )' 145.0 8"-10' e'-2" T-3' e'-10' ]'-6' - 3 1" IO' 6' 7' PJOA 8'-8' 8'-0' T-2' 8'-8' J'-A' - ]'-9' - - 1' 10' 6' Y 155.0 8' 7'-7' 1' 10" B' 7' 180A _ 8'-0' )•-e' 8'-10' B'-a' T_I' _ 7•_5• fi' T * NOTES: 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 k 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT 111,11 p�F...A SPAN AND AS.O. DESIGN PRESSURE RATING. 2. REQUIRES SIDE RAILS FASTENED 70 EXISTING S)RUCTORE. WITHNo 4416 3/810 KWIK BOLT 3 ANCHOR OR 5/IB'a TAPCON XL ANCHOR, INTO POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR WITH 1/4'0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR WALL MOUNTED. TRAPPED MOUNTED, AND BUILD -OUT MOUNTED. •• 6A 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY OEO�<j0 "••.. r DETERMINED BY LINEAR INTERPOLATION BETWEEN ENO VALUES. : S07D I41 GNF%. O RJ17 MRro M FLORIDA Nautilus Lc R00kSSAnNorSyafem m/x4717 17-244 Wp w SHOT 15"n MAX. ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE W/ 31V'O KVAK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN PRESSURE RATING & SLAT SPAN RANGE t WALL MOUNTWm � SLAT SPAN RANGE I SLAT �SPAN� tam MAX. SLAT SPAN FOR A �o� GIVEN A.S.D. DESIGN PRESSURE RATING SHALL NEVER EXCEED MAX. SLAT SPAN F ON SLAT SPAN DEFINITION PERFORMANCE CHART ON SHEET 15. TRAPPED MOUNT BUILD -OUT MOUNT ��.•"' •••.."••,�%' FLOROA BUILDING CODE (Non Wqh Velocity Rurzieonc 2auc) • �; Nautilus •'i4t 6% Rn2/In 56vfler5 IL ECOINc. 9 Frt^r» pw+rzn EXPERT SHUTTER SERVICES INC. •'• % �`' \ �� : Q \\ RIU" IIWT 71WW6II EM INEERING ave N s.. tw aL wm R L•q 1926 9k. 04mn $1REEt : (meNN-on. m. •• t»PN.Iv' PoRi Sr. WCZ, iL 3E68+ 1 J-244 , \* - S s m.c we:eewd.mm a-gWBJIG maxu Ixe ree•Ra:n. rse n» ml•oem ortzwtxe N. wµRn A rf b. 6 K. � utri slm to arw P �Y,6 iRx 0'-4' T > 4'-5' T > 8'-8' 1 > 6'-0' 1 > T-9' 1 > 9'-12' 1 > 12'-18' 1 > IV-20' 1 9' 9' 9' 9" 9' S. 9' S. 7' S 5/8- "I-so 4' 9' 9' 9" B' 8' b 5/8' S S ' >61-IDfi 9' 8' 9' 9' 4' 6 1/2" 5 5/8' >t66-tzD 9' 9' 9' 8' B. 6' - >121-140 9" S. 9' fl' T 6' - >t41-16D 9' 9` 9' T T - - - SLAT SPAN RANGE DE9Dt1 �� 4E (Px 0'-4' 1 > 4'-5' 1 > 5'-6' 1 > e'-]' 1 > T-9' 1 > 9'-52' 1 > 12'-16' } > 18'-20' 1 s Oo.D 9' 9' 9' 9' 9" - YOt-4D 9' - a4t-6D 7 i/2' - >81-6D 9' 9"- >6t-1D5 SLAT SPAN RANGE P165fi1PE 0'-4' 1 > 4'-5' 1 > b'-e' 1 > 6'-]' 1 > T-9'T >'9'-12' 1 > 12'-16' 1 > 16'-20' 1 w'� (RR• E E E E E E E E E E E E E E z M.0 8' 9' 9' 9' 9' 9" 9' 9' 9' 9' 9' 9' 9' 9' 9' 4" B" 9' 9" 9' J 3 4' J' 7' S S/8 >m-4o 9' 8' 9' 9' 9' 8" 9' 9' 9' 9' 4" 8' 9' T T B' 5 5/8' b 5/8' S S/B as-6D 9' 9' 9" 9' 9" 9' 9' 9" 9' 9' 9' 9' 9' 9' 9' 7 1I2 T 1/2. 6' S S/8' 6 S/8 5 S/@ 5 5/8" 5 5/@T - aet-6D 9' 9' 9' 9' 9' 9' 9' 9' 9" 8' 9' 7" 5 5 @ S 5/8 $ S/B S S 8 5 5/e" - - - - >6f-f05 9' 9' 9' 9' 9' 9' 9' 9' 9� e' 8' 6 1J2 6 5/4' 6 S/4' S 5/8 5 5f8 5 Sf8 5 S/fl - - - - - - >1g6-RO 9' 9' 9' 9' 9' 9' 9' 9' 8' 6' fl' 6 1 2 6' fi' ,b b(e b 5/e' S 5/fl - - - - - - - >t1t-f z0 9` 9' 9' 8' 9` ] i/2 S. @' 6 @' 6" 5 5 @' 5 5/e" S 5/e - - - - - - - - rtst-t6D 9' 9" 9' 7" T b 5/e 6 3 4° 6 3 4' S S 6 5 5/6" MAX. ANCHOR'S SPACING SCHEDULE VU FOR A GIVEN SHUTTER MOUNTING TYPE W15116" O TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN LOAD &:SLAT SPAN RANGE WALL MOUNT Tmm SLAT MAX. SLAT SPAN FOR A f—SPAN—I GPM A.S.D. DESIGN LOAD SHALL NEIAR EXCEED MAX. , 0 SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART SLAT SPAN DEFINITION ON SHEET IS. TRAPPED MOUNT 91 BUILD -OUT MOUNT ,.......... VCEiy' . le f ••, ✓ ROPoOA BUIIDING CODE (Hon Nigh Yeixit HPenrnnN ]ate) '*arsr 't _ °'°" °`"` Nautilus � ' � IL E C O RNf1fn93T)NN4r3yaLNm �/>"/i> '• IMC. TLLIT tL5NN4 t LNG"ELMN4 CONVI.HY EXPERT SHUTTER SERVICES INC. dH O UiL Tt s 1 6+:: xP yq 4s fr. %X wGnu r?w a.WPN-Idm. SP/t-f!N]]N SN. &IItNRC SiRFfl 17-244 I ..... lY�-"{4r�" AI EH o Kin pcm si wc¢, it.. N93a mG.+e lem rn-sGss . ru. I vt.o°G "uNsm w n P.L Sta n MI V A WP.k. YE. twxw u. 1 t4167 mN w vBLT n am SLAT SPAN RANGE ems t°lIp 6wcL(oN70"8'71/2'S1/Y>JI-aD >5'-6'T>e'-TY >Y-8'1 >8'-12'Y >12'-ib'1YI6'-20'1 8'8'>a-E50'8"4'J3/b">6t-808"8'8"7"41/2'13/4'- NI/2- >fit-tD50" B'b i/2' 5`3 3/4' 33/4'NG6-t2@8'8'S12'b12`31/4'6'41/2'd'33/4' S' 4' 4' - 4an SLAT SPAN RANGE vn�iLa �np w+me(oM > Y-5' 1 > 5'-6' 1 > 8'-T 1 Y ]'-8' 1 > e'-12`Y > 12'-16' 1 > 18'-20' Y s Jo.G 6` fi" 8' 6' 8' 6' S f/2' >lt-4o b' 6' 6' @° 6' S 1/1" d if2' >n-Eo p:2: S7/2'4'd' 6'4'8'43/q'3S/4'13d' >ist-u°6 6" 5 3/a" 4' 3 3/4' J J/4' >tat-ib° b' 6' 6` 3 3/4' 3 SLAT SPAN RANGE Asu q� 0'-a' 1 > Y-5' 1 1 > 8'-T 1. > T-e' 1 > 9'-12' 1 > 12'-18' 1 > 16'-20' 1 E E E E E E E E E E E E s 35.0 6' 6' 6' 6' 6' 6' 6' 6" 6" 6' 6` 6' 6" 8" 6" b" b` 6" 5 t/2" 5 1J2' 4 1/2' d' >31-4oe"6'6'6'B"8'6'6'6'6'8'6'6'S"4'a°}}/d'33/d'>41-6a6'6'6"6"6'8'6'6`6'6'8'6'6"6"6'4'4'334"33/4'33/4'33/4'>et-6o6'6'6'6'8'66Si/26"8'SS'S'4'33/4'33f4'-13/d'JJ/4'->81-t056'6"6'6'b'S'8`6`5}/4d1J24i/213/433/433f4"31/4'334'13/4->ta6-uD 1314ew3 8"6°6"6"@"51/15S4'S3a' 41/24tj241/231/433Jd"33/d'33/4'-->i2tI4Gb'66S5C3/43/431/4 4714i233433J4']/A%-->t4t-ifio6'6'S'4t/141/233dq'a'4'4°-33/V'- MAX. ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE, W/ 5116"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL, A.S.D. DESIGN PRESSURE RATING &SLAT SPAN RANGE t WALL MOUNTPATM t HQM SLAT MAX SLAT SPAN FOR A t--SPAN--7 GNEN A.S.D. DESIGN PRESSURE RATING SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT6. BUILD -OUT MOUNTDESION Pte• �•.•"'•'• '^' %"-. FLOMA fit81DING CODE (Non W h V.Wdt7 Hum..Zwrc) { O, Nautilus'" k 44187 ` Rol/ln Shutter 9 -3 •, Q�� Hoar lamnv a sNarucrm+c wwAxr EXPERT SHUTTER SERVICES INC. O �• ter` i� a w am, aisma. n vue °1f.�imswri-,vo. taxa s.w_ entuane s*xcn 17-244 a r:,twaro-,n, sr. fe }19 V "I�,pi 91 Pw2W.R%I f19-90N . fM: (Thi fll-NW q Y.c � JQA1E wn� m, 0 1i167 MM SxQ9 aB N]6 �OEOQtI . P RWGE SCAT SPAN RANGE 0'-C } > 4'-5' 1 > 5'-6' 1 > 8'-T } Y T-9' 7 > 6'-12' { Y 12'-iB' T > 18'-20' i s J0.0 8' 8' 6• 8' 8' fi• 6' 4 �7 RANGE iP+/� SLAT SPAN RANGE 0'-Y } > Y-5' { > S'-6' { > T-6• } Y 4'-12' T > 12'-18' { Y 18'-ZO' } »i-40 B. 8' 8' 6' 6' 4 7/2' p12' >at-t0.6 G. 6` 6' 47/2'>IDa-120Si/2"41/2">txt-taD6'S'4tl2' - - - - i' SLAT SPAN RANGE > 4'-S' { > 5'-8' { > 8'-]' { > T-8' } > 6'-12' 1 > 12'-18' } > 18'-20' } p,9� �,e E E E E E E E E E E E E S. 8' 6' 6' 6" 8' 6' 6' 8` 8' fi' 8' fi' S t/Z' 4' 4 1/2'. >St-aa G. 6' 6' 6' 6" 8' 8' 6' 6' S. 8' 6' b' S 7/2' 5' 4' 4°- >47-fio 8" 6' 6' 6" 6" 6' S i/2 8 i/Z' 6' 6' 8' S t/2° 4 1 2 - - - - 3 3/4' - - - - >m-BO 6" 8' 6' 8• 6' S 1/2- 5 1/Y 5 1/2' 4 tJ2 5' S" 4' 4" 4' 3 3/4' >Bt-mb 6' 6' fi' 6' 6" 5 1/2 5 1/2 5 1 Z' 4 1 2 3 3/4' J J/4' - ne6-t20 6' b' 6• 5 t/2 5 i/2" 4 1 2 4 1/2 4 i/2 J 3/4- - - - - - - - - - - - - - >tv-uD S !/2 4' 4' 3 3 4 3 3 4' - >tat-tb0 5' S' 4' SCHEDULE VC: Vx FORCES (Lb/FT) & VV 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 BUILDWI]IS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM �SFAN� SLAT E�� *NOTE: SLAT SPAN DEFINITION RWRA BETHEREGPDNSIBLLRV CRSTINCQNTRATURE GR NATEXISTING STRUCTURE IS PESONEDTO RTVxAERIFY SUPPORT IN POUNDS PER DESIGNED TO SUPPORT HEIGHT AT BOTH AM, FISTOFSHUTTERN SEETMSSNEET FDAVxBVy SEE VY VALU S. VALUES. Vy SIDE RAIL '�� _ 'EPA. T/ Vy 'spC ••�� '� �''�;"�V� FLORIDA BUILDING CODE (Nan High Vebcity Rurtico. Zmrc) K0.44167 °; C2Ct7 TLIFCO MG Nautilus M/.Lx A: �* M a ` ' L ECII RaHlrtgShuHerSystom m/7srzn Ma rzsnne :..'R.M. CPNPAN EXPERT SHUTTER SERVICES INC. T uss (s}\ ttA c. m. v, v. m, O. w�, n my an..tmsn�>>,-�uc.ro<<vrm,_,v, 1620 SA ea7Naxe 5m 17-24h t P.E. SFAL/BIGrZM TE xNmt n xnur,x..v[. itotOnA Uu t <..t0i a" » sxtu to rcie A.S.D. SLAT SPAN RANGE DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-T > 7-9' > 9'-12' > 72'-16' > 16'-20' RAIiNC (Ps() Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 5 30.0 10 60 10 75 165 90 238 105 421 135 594 780 999 240 7390 300 >31-40 10 80 10 100 386 720 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290 750 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-705 123 210 550 263 717 315 1142 368 7372 473 2009 597 2492- >706-120 313 240 728 300 881 360 1345 420 1587 540 2712 640 - - - - >121-140 552 280 960 350 1003 420 1672 490 1869 630 2039 635 - - - - >741-160 781 320 1186 400 1322 480 1873 560 7740 640 - - - - - - SLAT PERFORMANCE CHART II>I & I01 (ONLY VALID FOR 112' SLIP) SLAT PERFORMANCE CHART Uhl & IIDI:. fONLY VALID FOR 1/4'SLIP) MAXIMUM SLATSPAN AND MINIMUM SEPARATION TO GLASS FORA GIVEN WOOD GRADE AS.D. DESIGN LOAD .6. SLAT SLIPUS" AND FORAGIYEN fM1.IMN.tARD.0ES1(iR PAESSURfi RATPXi (D.4GAN8fiMUTiERMOVNi CONDRION FOR FORAGNENM4%IxLuun.S.DGEGICNPREBeURE RAtINo tRAOANDsnV[rtRMDUNTCONDInONSOR SHUTTERMOUNNNG TYPE FOR WOOD FRAMES WALLS W/2"W STUDS, INSTALL4TON6 WO STORM BARS PER DETASL2 BELOW INSTPIURCNSYdOSTOPM.BMSPERG6TNLS BELOW AS PER LIMITATIONS ON DETAIL 1 CHART Ibl USE W/ CHART ICI CHART IIbI USE W/ CHART IICI 4¢ YMFL 1111[ 4X1S0i R13M M0IE60Ai AS0. 1010 1� LEAD Vubt UB YA130AWNC 4ID1011®B1[)A0 NCCICA9A (DID )MIND V:IUA: AS0. SMr0TAPCCNXLANCHOR WIN. SLAT SPAN '(YIN.' 00 504M TAPCON XL ANCHOR NM. SLAT JSP��A�N� JIFL* (it) 1 MAIL SAT SPAN -LyA%,• (R) p,9UFED IM SEPA/1AiXN m umEED m 8;CEt OF B T 4x) MAXIMUM � RECUIDED WX SLAT SPAN 'Lwx• (ft) y D IM B➢.WAgi m yF m e'uc aF sw M ) P IMBN FULL NO Nt A) BRA "qy 'F9wmA EA 1Nrt56 • •apart W O SfOR4 W5 p M MANIT Imoe I A xmMA �uwin ` W SIORY &I6 item zmm i-3 «NO zONE s wm ttW5 I-1 4Nm zma 4 30A • 10'-0" 10'-G' 10�„_0"1J2' SOA • 6'-Y 8'-0' 8'-1" )'-)' 1' 8 1 8` 35.0 w f0'-0" 1G-6' IP-0' Y-9' Y S 1 Y SSA •• T'-9' 7'-9" 7'-9" T-3' 1' S Ile 40A %W-0' 1G-G' t0'-0' T-5' t" S i 40A ^ i'-i' T-T >'-T )'-0' 1" CLO '+ 10'-0' 10-0' f0'-P T-2' i' e I 0A — T-4" 7'"' T-4' 6'-9' 1' S la- ma ••• ID'-0' Iw-w W-0' )'-0' i' 6 1 2' 80.0 ••• )'-p 7'-3' T-3' 6'-6' 1' S I S- no — 10--0- W-0" IV-0- G-9' f" 0 1 2' 53.0 ••• T-0' )'-3' J•-S 8'-4' 1' 5 f S' 60.0 ••• 10'-0' wl' IY-w C-9' P 0 f 2" no ••• T-3' 7'-3' T-3" 8'-2' t' B 1 B' SLAT PERFORMANCE CHART III I: (ONLY VALID FOR llB' SLIP) FORAGNEN)MXIMUMASO GESIGN PRESSURE MDNG(AxOANOSNUTTER MOUNTCONORION FOR INSTAUAwON9 WOSTGMIBAR9PFA DETAL28ELOW CHART IIIbI mpI CHART IIICI ITT I4OXAF1 Y4lE BDSNI fIR111L ANTI 14TAIA' A96 10A USC YFXdAN NBR.L A9E LOAD VNDE BI6'OTAPCGNXLMCHOR IAN, SAT SPAN 'LAIN. (ri) ,A<n,V MAIL 1SLAT SPAN LIR14' (F1) RWMED FM SURARATON To DAN MS M m B W BAT (h) REBOUND RUNE (nR IDLE 1101Ftt Dm NNmd antD-aur N0.¢q YI Mimd Mnn�uF V wlmd p ;.,,, ♦ w O "I'm VRs wM0 20MS 1-5 M!5 MID 6 53.a " )'-Y 7*-2' 7'-II' 6'-4" i' 404- W-9' W-9' 6'-9' W -S' 30 ••• no 6'-3" fi'-3" 6'- 5'-T T" 6 1 A' 60.0 •'• 6'-1, 6'-1' a. -I. 5'-5' 1" S I 0" DETAIL 2 (ELEVATION) SLAT PERFORMANCE CHART IV: )LESS THAN JAW SLIP) FORAGNEN 0.40, DESIGN LEADA6G, SHUTTER MOUNT CONDITION MUIONO ANCHORTYPEANG FOR INSTALLATIONS M STORM BARS PER OETM2 BELOW WIVv TAPCON XL ANCHOR 118: LLA101A111 YMDE IY POSBA4 USE UAFNW A AND IEDAINE 9A LE LOm A5a, 1.01D VA011E W)L SAT WL SUT X WAN SPAN 1DvA=310 .�. .� L� W/o 6roRN BFR3 (Dxt) tM�/wy[,w( 6Q:3 V- MA IM[ 6D 10.0 A RD a 1-3 no • V-6' no. 450 •+• V-10' W-0" I. S• mo- no 0 5'-5' MAXIMUM A.S.D. DESIGN LOAD VS WOOD GRADE SCHEOULEt • VAUD FOR OU%iAS-FIR-SOUTH (ti 046) SORFQdF RUE 12 (04A SERICE RW-RR-BM (G-OZO ©r$°"' - VALIDVALIDrat GO.x1h5 PRE,am1 (f.M swum iRE a (' r YAM FOR 901-ITHERN SLAT SPAN DEFINITION INSTALLATION INTO WOOD FRAME STRUCTURES ��• R,�p, 4416T am A'A III Emu* i 1g YOlIW VLL ®FD)I DOTbS MD KWS[ASIl tm LL° UN NICE 1M`u0AAt YAX. 61AT 4AN YL BAT BYFI AM m� I m WOOD GRADE 'LNAc'{N) Ohl vR R IFo STM GAINSAPA R � ` iOf1ES YNO SOIL (w0 A Not IRIm W S0 KRN ENE 12 (0-0,55) 60. 4'-V 4'.!' W-0' 1' 5 1/2- IXWGLAS-RR-SOUTH (G-146) 60 O-5' 1-V SPRUCE FBE-M-M (G-UO 60 ♦'-5' 4'-s I SLAT SPAN DEF1NTRIEN T DETAIL ((ELEVATION) e NOTES 1. ADOYE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.O. DESIGN LOAD. T; WOOD FRAME. WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROWSIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT OTHER SIDE OF OPENING SHALL BE 33'. FLORIDA BUILDING CODE (NNon High VelvOy Hurtiecm tom) Oxon m7ECG INc. Nautilus L E C I INC.. RollfnglADNEr3'p6lem ro ,4�m 11nI1o.. « wcNAE16Ac CO.PAR. EXPERT SHUTTER SERVICES INC. :aRer'i.iam e'Pn i'ryejni .1 IWO Sw. Ch)u6RE GRIM 17-244 .-nau: m«oonex«m _ _Poor n._ wcR; TL 349e», "� WAMN w um W FNx MAX ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE A.S.D. DESIGN LOAD (ps1) AND SLAT SPAN RANGE WALL MOUNT & BUILD -OUT MOUNT TO 2"X4" WOOD STUD (SEE DETAIL 1 ON SHEET 20) WOOD GRADE SLAT SPAN PA M worn WI H4' I. 1-6' L SOUTHERN (G 0.55)E @2 S 30.0 6' 50 6' 60 6' OOUGLAS-FIR-SOUTH (0=0.46) s 30.0 6' 40 6- SPRUCE PINE-RR-SOUM G=036 s 30.0 6' WALL MOUNT TO 20XB" WOOD STUD WITH MINIMUM 11T PLYWOOD (SEE DETAIL 2 ON SHEET 201 WOOD GRADE u SLAT SPAN RANGE ,4 Ulu>4bS'>5m6 w6 ^sBm7'>7 m9'>pm1D' SOUTHERN PINE #2 (G=0.55) 5 30.0 6' . 6' 6" 6" 6" 6' 40 G' 6' 6" 6' 6' 4 3/4' 50 6' 6' 6` 6' 4 3/4- 3 1/2" 60 6" 6` 5 3/4" 5 1/4' 3 3/4" 3' DOUGLAS-RR-SOUTH (G=OA6) 5 30.0 6' 6" 6- S. 6' 6' 40 6' G. 6' 5 1/4" 5 1/4" 4 } O SPRUCE PINE-RR-SWIH G=0.36 s 30.0 6' 6' 6' 6' 6' 5 1/4' BUILD -OUT MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 1/2" PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADE 41119>I SLAT SPAN RANGE 0-0 > 4'-6' L > e-c L > C 7' > 7-4 > 9-17 6� YgLM� = = =. WMI = YRM!♦ = E WM Y%'M. MJRR1 5 30.0 6' 6" 6" 6" 6' 6' 6" 6" 6' 6' 6" 6' SOUTHERN PINE B2 40 6" 6" B. 6. 6' 6' 6" 6' 6' 5 1/4- 5 1/4- (G=0.55) 50 6" 6' S" 6- 6" 6' s' 6- 5 1/4- 5 1/4" 4" 4- 60 6' 6' 6' 6' 6' 6' 5 3/4' 5 3/4' 4' 4- 3' 3' DOUGLAS-FIR-SOUTH s 30.0 6' 6' 6' S. 6" 6` 6" 6' 6' 6' 6' e' G=0.46} 40 6' 6- 6' 6' 6- 6" 5 1/2- 5 1/2- 5 1/2" 5 1/2" 4 1/2- 4 1/2" SPRUCEPINE-FIR-SOUTH G®0.36 5 30.0 6' 6- 6" 6' 6' 6" 6' 6' 6" 6' 5 1/4- 5" NOTE: MAX. SPAN FOR SLAT FOR A GIVEN A.S.D. DESIGN LOAD SHALL N= EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHARTS ON 20 SHEET, ^'•� yCu,S4C'':, /{n FLGRDA BUILDING CODE (Non High VC.aiy i ND-44167 Nautilus HobUvg SAuMrSpr IL E C O Tm.. ? SEC,^ ,.' d51 .+vN M a a:. FaH01wiE: �"ca>xi nPufm EXPERTSHUTTERSs"'UV ES INC. P.E as 17-244 oavw we M 21 M" TABLE 1 A.S.D.MAMMU° DESIGN STORM BAR SPACING (FT) PREMRE RATING 9 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 Ill-O., 11'-0" 11'-O" I V-O" 11'-0" i t'-O" 11'-0" i 1'-0" 1 V-0" i 1'-0" 35.0 I I'-O" 1 V-O" 7 1'-0" i t'-O" 11'-0" 11'-0" 11'-0" 1 V-O" 11'-O" 11'-O" 40.0 11'-O" 11'-O" I V-O" 11'-0" 11'-0" 11'-O„ 71'-0" 1I.-O" 11'-O" 11'-O" 45.0 11'-O" 11'-0" i t'-O" 11.-0„ 11'-0" 11'-O" 11'-0" 11'-O„ I I'-0" 11'-O" 50.0 11,-0„ 11'-O" IV-O" 11'-0" 17'-0" ti'-0" 11'-0" 1V-O" I1,_O„ 11'-0" 55.0 11'-O" II'_O" 11'-0" Ii'-O" 11,-O" 11'-0" 1I'-0" 111-0" 11'-0" 11,-0" 60.0 11'-O" I V-O" 11'-0" 1 t'-O" 11'-O" 11'-O" 11'-0" W-0" 11'-0" _ 65.0 11'-0" I V-0" 17'-0" 11'-0" I V-O" i l'-0" 11'-O" Iv-0- 11'-0" • - 70.0 i 1'-O" I I'-0" 11'-O" 1 V-O" 11'-0" 17'-0„ 11'-0" 11'-0" 11'-0" • 75.0 11'-0" 1 t'-0" 11'-O" 17'-0" 11'-0" 11'-O" I I'-0" 11'-0" 80.0 11,_0" I1•-0" 11,-0" 11'-O" 11'-0" I1'-O" it,-0" 10'-10" - 85.0 W-0" I1r_O" 71'-0" ti'-O" 1Y-0" 11'-0" 11'-O" 90.0 W-0" 11'-O" 11'-O" II,-o., IV-O" W-0" - - 95.0 t1'_0" ii'-O" 0" 11_0" 11'-0" it,_O" 100.0 71.-0.. 11'-O" 11'-0" t i'-0" 1 11.-0" - - - 105.0 1 11--0" 11'-O" I1•_0" 111-0„ 11'-0" 110.0 11'-0" 1100" 11'-0" 11'-0" 10'-10" - 115.0 11'-0" 11'_O" 17'-O" 11'-O" - 120.0 1l'-O" 11'-o" 11'-O" 11'-O" - - - - 125.0 11'-0" 11'-0" 11'-0" t0'-10" _ 130.0 11'-O" 11'-O„ 11'-O" 135.0 11'-0" 11'-O" 11•-0., 140.0 1 I •-0" 11'-V 11'-0" 145.0 i i'-O" 1I'_O" J10'-11" _ 150.0 11'-0" 11'-0" 155 160.0 i V-O" 11'-0" *� MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. THIS REGION IS ONLY VAUD FOR INSTALLATIONS (W/ I OR MORE STORM BARS PER SHUTTER. j THIS REGION IS ONLY VALID FOR INSTALLATIONS / ,WJ 2 OR MORE STORM BARS PER SHUTTER. 00%7 mi Inc.. c ,. 0,114cV `CLS3. ..,..wy.....,.."..q"..,..,. ., .EXPERT SHUTTER SERVICES INC. awwr ert LG 17-244 owa�w-w STORM BAR SPACING "a" (M wiD i 2' 2.667' 3' 3.5' 4' 4.5' S' S,5' 6' 8.667' 30.0 AB.C,D ABCD 9C0 BCD BCB AB.CO ABCD s= ABCD ABCD 3&0 B.C.D ADAO ABCD ABCD B D ABC.O B D ABC B.C.D ABCD fa0 BCD BC0 BC.O B BCD ABCD BC ABCD BC BCD 4S0 CD BCD ABCD AB C.D BCO BC,D A CA B.GD BCD BC 5D.0 AB D ABCD ABCD ABCD ABCD ABA.D AB CO ABCD ABCD C M,0 ABCD AB.C.D AB,C.D A D AB D AB.C.D ABCD AB,C.D AB.0 AB.0 560 AB.C.D AD," A C.O BCD ABC.O S.C.D AA.CD A C ABC A C 55A BCD "Co BCD BCD ABCD ABCD BC ABC BC B TDA ABCD BCD BCD B,L,D ABCD BC BCJAA A 710 BCD B D BCD B,C.D ABCD A C BC A no BCD B.CD ABCD AD= BC BC B.0 A N'A BCD BCO BCD BC.D BC B B A MD BCO B D BCO AB.0 B,C ABC A A 05.0 AB.O.D AB,C,O ABCD ABC BC B A A 100A B.0 ABC.D BCD AB.0 B.0 A A A I= B O BCD ABC ABC B A A A 11" BCD B O BC AB.0 A A A A 115,0 B.C.D ABCD B C AILC A A A A 120A ABCD ABC A C AS A A A A I= BC.D BC BC A A A A A 1380 A.BC.o A.B.0 AB.0 A A A A A A A 1350 A.BAD ABC AB,C A A A A A A 140.0 BC.D A9.0 AB A A A A A A 145A AB.0 0 A.B.0 AB A A A A A A - 150.0 BC,D BC A A A A A A - - 1554 ABC AB A A A A A A - - 160.0 BC AB A I A i A I ANCHORSTYPELEGEND I A 3/e'v CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2' Min. EMBEDMENT* & 5' Min. THICK POURED CONCRETE (f'c - 3000 pcQ B 3/8'Dx1 1/4- POWERS CALK -IN ANCHORS W/ 1 1/4' Min. EMBEDMENT* TO POURED CONCRETE (f'c = 3D00 psi) & 3/8'D-16 MACHINE SCREWS C 1/4'nx3/4' ALL POINTS SOLID -SET ANCHORS W/ 7/8- Min. EMBEDMENT* TO POURED CONCRETE (Po - 3000 Ps) & 1/4'D-20, I8-8 STAINLESS STEEL MACHINE SCREWS D 5/i6'R ITW/BUILDEX TAPCON ANCHORS W/ 2 1/4' Min. EMBEDMENT* TO POURED CONCRETE (fc - 2899 pv) * EMBEDMENT IS BEYOND ANY FLOOR / C13UNG FINISH STORM BAR SPACING "a' (FT) Aan4 B+D 2' 3' 4' 4.5' S' 5N 8' 6.667' ABCD ABCD BC,D ABCD B 0 AB.0 ABO ABC 350 BCD B D ABCD BC BC ABC AB A 40.0 BCD BCD BC BC ABC A A A ASD ABCD BLO ABC BC A A A A 560 BC,D E2.667' B D 1A.8 BC A A A A A 55.0 B D 'ABC A A A A A A 550 BCD BC A A A A A A 550 D BC A A A A A A m BCO B A A A A A TSO ABCD A A A A A BOA A9,C AS A A A A A no AS,C A A A A A A 00.0 ABA A A A A A 050 ASS A A AVA A UXlU3 ABIC A A A103.D B A A A110.0 A A A A 115A A A A A IZOA A A A A 125.0 A A AI= A A A1350 A A A 400 A A A 145.0 A A 1650 A A _ _ _ _ 1560 A A 94167 5 �; >¢ - .,' �44 11 ••••: ( o ron mxcD us. 70 Nautilus RORing �vtfsx Sjatmv w.r Dn MIT �� EXPERT SHUTTER SERVICES INC. 'U6 S. MU N. 6M1IwOPE SRYRT Wi WM NIN4 R nsnNa a INctlil....IAM' w..: P4bn-gym. n:: wAn-rY: .-moS 4t4cvQwlmm K1FP A ,LLln Y. P.L nc1A4 u� / .I,sl 17-244 GWM: IY vlm v vas PI 3' S( E/OATE SCHEDULE1a SCHEOULE2a FLOOR TO CEILING (TRAPPED) MOUNTING WALL MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D. DESIGN PRESSURE RATING (p.B.Q, & A MAX. MULLION DESIGN PRESSURE RATING (P.S.F.), &. A MAX. MULLION SPACING (Fr) SPACING (ft)' MAXIMUM MULLION SPAN(M MAXIMUM MULLION SPAN(M 9NtAA02XINRA1 ©4-XB'X714'MUWON 01 4'A'X114-MULLION G1 4-01114'TNICX In' FLANGE) MULLIONP. R � ©4'xftl/4'MULLION G7 4-4-91/4-MULLION G2 4VW4'T Ip61( t 9AIM0 RA11D 6PA0610 • RANGE) MULLION (N' W2J w' MWAMMI FI MWA71 W2 R ( 0W .7X.44 1 OREMAMN /2 VW AMN 1 O IV N /2 I O0D19A)AN 91 9WTN AMN ] ) OZM MN 1 MWAMN /a ( mOfMAIION /2 ) ENO INRRIOR IND 90EWGR [NO a2fEWNR No 9RDYOR Dm m onto G1 Etm Of Uam m 04SWOR ENO 4\•mRMR DO eYRAgR DID p11WW JOA M'-0• T'-IW 9-w 7'-3' 12'-0• 6'-4' 10-7' 6-01 IY-w 9'-Y r-6• 12-6• 30A 10'-0• 7'-10' 9'-8' T-3- 12'-0' 9'-,. 10'-J• 6'-0• 12'-6' T-B 121-61 no 20'-0• T-4' 9'-Y 6'-91 11'-51 6'-0• f0'-0• r-Y 12'-6' 6'-11' 8'-11' 12•-6• ]6A 2T-01 7'-4' 9'-T 9•-9• 1T-5• 8'-6• 10'-0' )'-)• 12'-6• 6•-11' 12'-0' 40A 20•-0' 6'-10• 6'-10• C-4• 10-11' B'-1• 9•-,. Ta' 12'-6' 8'-5• r-w 1]•-6' 40A 20•-0' 6•-10• r-1w r-4- 10•-It' 0'-1• 9'-)• T-Y 12'-6' r-e' 1Y-0• 4S0 2Y-Y e'-B• e•-w 6'-6• lv )'-B• 9'-,. 6•-11• 1Y-w T-11• w-Y 12'-6' 4SO 2T-m 6•-6• 6'-B' 6'-0' tm-6• Y-8• 9•-0• 5'-11• 12'-8• B'-2• 12'-6- [OD 20'-0' 6'-2' Y-2' 6•-0• 9'-11' r-4' 9'-11• 6'-)' 12'-w Y-4• 5•-Il• 12'-6' m 90•-0' 6•-2' 8'-2' 5•-0• 10'-2' T-4• 8'-11- 5'-3• 12'-6• 5•-11' IY-w 6B.o 20'-0' S'-11' T-11' S'-B' 9'-0' 6'-B' B'-)' 6'-0' 12'-4' 6'-6' !'-)' t2'-6' BS0 ]o•-0' !'-11' Y-11' !-9' 9'-w• r-0• 8•-)• 4'-10' f2'-.• 5'-)• 11'-0' 800 19'-3' 1'-9' J'-9' 5'-9' 8•-6• 6•-4' 8'-6• 6•-2• IT-0' S'-e' I2'-6' WA 19'-5' S'-9' T'-D' S'-6' 9'-0' 0'-10' B'-6' .'-6' 9Y-0' S'-6' 13'-6' !SA I0'-4• 5'-9 J'-1. 6•-4• 8•-4• 6•-4• 8'-4• 6•-2 11'-10' 6'-.' 5'-8 IT-6- m 16•-4' S'-9 )'-1. 5•-4• 9'-T• B•-Im 8•-,. 4'-8• 1 '-10' S'-8 12'-e' TOA 1>'-4' Y-9• ) -Y !'-.' 6'-1' 6•-]' e'-2' 6'-2' W-9• 6-3• 5'-6 12'-Y IT-4' S•-9' )'-8' S'-1' 9'-6' B'-w' 6•-4' 4'-8• W-9• 5'-6 12'-8' )8.0 16'-6' S'-9' )'-Y 8•-4• W.D. 6.a' 8'-0• 6'-2• W-)• Y-0' S'-6 12'-5• i6A W-8• 5'-8• )'-)• 5•-4- 9'-5' Y-10• 6'-]• i'-e' II'-T BO0 IS'-9• 6'-9' )'-Y 6-r )'-10' 6.4' T-10• 6'-r 11'-6' 6'-3' Y-6 IT-4' 60A IT-9' S'-9' )'-)' S'-4• 94• C-w• 6'-31 ♦-8• il'-6• 5'-5 lr-- m Y-6• Y-9' T-Y 5'-4' T-9' 6'-3• 7'-9• 6'-r 11'-5' Y-31 5'-6 12'-3 6" 15 -0' 5'-9• )'-T• 5'-4• 9'-31 6•-10• 6'-2• w-6• Ir-5• 51-6 12'-3 W.0 N'-YF.4 0' T-Y S'-5' 7'-9' 6'-1' )'-9` 6'-3' H'-5• 6'-4' Y-) 12'-] 900 14'-V S•-10' J'-Y 5'-Y 9'-Y 8-11• 6'-]• 4'-10' 11'-S 5•-T 1Y-0 930 13'-5'0• T•a )-9 8-5 )-9 6•-4• it'-5, 6-5 S•-5 W-] 95A 13-5' S'-10' J-J 5'-e' 9-]' Y-W 6•-3• P-11• it'-Y5•-8 lY-01000 W-9'r )'-)•" r-9• e•-6' T-9' 6•-4' W-6• 6•-6• 5•-9 12•-3 I= 12'-9• 5'-11• T•-)• 5•-)• 9'-3' T'-0• B'-]' 5•-0' ii•-5• 5'-9 12'-0100A 12'-2••T-J•• )'-9'B'-T J-6• 6'-Y W-Y 6'-0• 5•-9 12•-3 ISO 12'-0• 6'-0• )'-0' S'-)• 9'-0' J'-1' 6•-G• 5'-1. IT-0• 5•-9 12•-1 IIOA tt'-Y' Tr )'-5• F-8• r-9• B'-9' IV-5' 6•-9' 5'-1Y 12'-] 1100 11•-)• 6•-0• )'-T• Y-0' 9'-3• r-2' 8•-,. 5'-3, W_r B•-f0• 12'-] IIBA 11'-1'' T-)'' T-9' 6'-8' )'-9•6'-T• 11'-r C-9• 5•-il' 1T-3 115A 11'-1' 6'-1' T'-r 5'-9• 0-3' r-1• 8•-T T:4• 11'-5 !'-11' 1Y3 IZ1A 10'-8'1' )'-6'' r-9' 6'-10' )'-9' 6'-)•W-9' r-10' 6'-6' ' 1200 10'-6• 6'-I' T-8• 5'-9- 9'-1.1'-]' 8•-2' S'-5' W-5' 6'-0• 12'� I= 10'-2'• T-J•w R5'�'' J'-10• T-0• T-1w 6'-9' 11'-5• Y-w 6•-i' I= 10•-]• 6•-]• )•-Y 5'-10' 9•-3• T-4' B•-Y 6'-9• 11-5' 6'-1' 12-3 Ina 9•-10, T-J'0' T-9• T'-0• )'-9' 6'-9• it'-5' T-0• 6-1' 1300 9'-19• w-Y )'-T T-10' 9•-]'T-4• 8'-1' 6'-0' 11'-5' 6•-I'1TJ 1]SA 9'-5'' T-)'l' T-10'T-2' )'-10' 6'-10' It'-5' )'-]' 6'Y I330 9'-5' 6'-4' Y-)' !-il' 9']' T5' 8'-3' 6'-10' 11'-5' 6 -2• 11'-] 140A 9'-1'' r-)'• J•-10' T-J• T-Ip• 6•-11' 11•-5• r-3• 6'-Y g23 140A 9'-1' 6'-4' T-Y Y-0• 9'-J' T-6• 8'-3• 6'-1t• W-5• 6'-3• 1]'-] 145.0 8'-f0•• )-8' T-9' T-4' )'-9• F-11• 11'-5• )'-4'''1460 6'-f0' 6'-5')'-8' 6'-0' B'-]' )'-6' B'-2' e'-11' 11'-5' 6'-J'1T-3 'T-J'' T-9• r-Y )'-9•T-0• 11'-5• r-Y 6-4' 1600 6•-Y 6•-6' >'->' 6•-1• 9•-3' T-J• 6•-2• )'-0• W-5' 6'-4' 12'-3 ' Y-T'' Y-9' >'-6' )'-9' T-Y 11'-!' )'-e' 6'-!' 165-6'9'-3' T-8' 8'- ' 6'-J' T-6' ' T-9' T-)' )'-9' T-]' H'-Y J'-Y 6'-6• 1 , 6'-0' 6'-P )'-Y 6'-2' B'-3' r-9' B'-2' V-2• 11'-5' 6-8' 1 '-0 • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. } MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. NO MULLIONIO 1[IL INT 11 UG •, 4� R.ORI A BUILDING CODE ((NNon R'p0 Veb y Bunfecoc 2am) , � : •y r�1 = 02017 ,M1iE6G 0.0 ARA Nautilus mA on MULLION SPACING: "S" 9r '. I Bov/ngs69tter3)aMm ae/2yu OBR EXPERT SHUTTER SERVICES INC. ;, S {•r �' p' Hurt mnna tr [rww[Emx9 c99rAM a a. ws wmi n vw 1628 6.p. 6inNNE -� A{' `• 11 n I I I 1'w. i alenn_pv .... � fWex-,v, POBt 51. [OTA. R. Y964 3.9e. i AC EN61N - ®W�19 C0^' �• 1>re-WR4. rAc tnv ni<vw ¢c4%-244 .w9w 1111 w.[rzA w m19 x. W{. P.E.•SEA if}tCNAwRE/DAIS DmaOA ue / u16) .ry sxm2 a4 mn MAXIMUM MULLION SPAN IT) MAXIMUM MU WON SPAN 71 `� 1PIDithi1 4'x6'xt)4• MULLION Gt 4'xBkJ/4'MULLION 4'XNV4' THICK DW RANGE) MULLION 184X R AKINKMN Pb0 (C�i 4°x6'k174• MULLION G1 4'x WM*MULUON G2 4�xrx�A HICK �A V�AGq ISO.) • mSEMhMIH /1 9RIDRARDN 2 ( OPoIXIATiCN 1 9RRNfAIgN /2. G0ENTAlION I CNENGN9N 1 DRBMMIm1 III ORSNtik O, 2 OmENMipN 1 GSENMTOH /2 ( ORENMPON /2 END IMMIGM Oto I oOER0R ENO I INRG6R IND BIR)am IND FND AIRAIOR 4N0 INIFAIDR IM) 82m60R DID IMLRIOR ENO OflDamf ENO mtERIOR YA 40D IDA e0A W,G 08A IDA no a59 6S0 90A 950 NoA WSO 11'-0' IS'-0' 12'-0' 12'-0' T-0' 11'-0' t1'-0' IT-0' 11'-0' It-o' 12'-0' 12'-0' 12'-0' tj'_0' IY-r 9'-10" 9'-0• S'-9' 9'-4' 8'-0' r-8' J'-4' r-1' 6'- a-e 8'-6• 8'-4' T-1• E'-0' I1-8 1T-11' f0'-3' 10'-1• I1'-8" 9'-Y 9'-1' 8'- I' 8'-0' 8•-d' 8-4• 0.4• 8'-0" )'-IS T-8' '-]' 9'-9' 8'-2• 8'-9• 8'M' 8'-i• r-10• r-6' T-Y 8'-I t' B'-8' 0'-0' S'-T 0'-Y S -11' S'-9' !'-8' IT-S. 12'-6' iT-6• 12' V 1Y-0' 1 '-8' 11'-1' i'-0' 10'-T f0'-6' lY-l- 9'- - 9'-]' 8'-6 „S'-J' r- IT-0' 13'-Y it'-8' IT-w 10'-4' 9'- Y 9 -)' T-i' 8-9' 8'-5• 0'-2' J'-ti• r-8' 7'-1. T-0" 0'-B' 13-6 Il'-If• 11'-C W-11' f0'-' IT-]" 9'-I1' 9'-8' 9'-0' 9'-0' 9'-T 8'-1W 0'-0' 9'-6• S'-0' )'- Y 10-7" 10'-0' 9'-6' B'-1' 8'-9' 8'-6' B'-0' S'-0• ]'-10' r-8' r-5• 7- r-Y 5'-10' e'-8' 6'-B' ('-6• 2 4'-Y IY-B' 2'-B' 2'-8' IT -V tT-Y 12'-6• lT-6' 13'-6' 1T-6• 1'-8' 12'-!' t9'-1' 11'-9' 11•-G' 12'-Y 12'-e' 11'-10' 11'-2' 1T-r Y-1• 9'-)' '-1' 0-11• Y-r T-4• 8'-1' T-10' 1'-5' T-0' '-8' 1'r 10'-P p'-7' 0-0' T-r r-r ]-B' J'-5' ]'-3' 0'-N' E'-S' 0'-G' e'-0 0 -T 9'-0' _ 0' f9-8' 1T-b' T-Y 12'-6• 1T-8• 12'-8' IT-6•. IT-6' 12'- ' 11'-6 @ -Y 12'-6' 1]'-S' IT-8' 12'-6• Y-4• 9JA 3!A 4D° 440 00A 6W 00A 60A 70A m 50.0 p.0. 900 96A` 100.0 1MA U'-0' IT-0- i3'-D' 12'-0' 12'-0' 12'-0' 124. 12'-0' Ir-6' 17- ' 12'-0' 17' 0' IF-0' 12 V 12'-Y 9'-0 9'-2' 8'-9' 6'-4' 8'-1' J'-i ' 7 -6 )'-2' B'-I1' S'-S' a'- • 6'-0' 0'-1' 6'-1 ' S'-9' !'-Y 11-6• 10'-11• tT-5' 10'-• 9'-8• 9'-5' 9'-Y 8-11' B'-8' S'-8 r-Y 8'-2• 8'-Y T-IY T-0' r-]' 9'-9• T-2" 8'-8' r-4 8'-r r-1ff -6' r-1' 6'-11- 6'-e• 5'-!' 6'-1' 0'-1' 5'-IP S'- ' S'-4' IT-6' 1T-6• t '-a' 1'-Y 12'-6• '-6• Ii'-4' 1)'-0' 10'-9' f0'-Y ID'-1' 10'-1' '-Ir 9'-5• B'->' •-. IV-6• 12'-9' 11'-8' IC-11' TY-A T-10' B'-!' B'-P B'-9' 0'-Y G-2' T-tt' T'-S' )'-b >'-C r-r' IT, W-11' fl'-C ID'-I1' IV-J' IV-0' B'-LI• 9'-B' B'-!' B'-r 7-0' 6'-10' Y-Y a-0' 0'-!' .-3' 10•-]• to'-0• B'-e' 9'-1' r-9' 6'-Y 0'-Y 8'-0 r-1°' )'-8. ]'b' 7'41' T-0' e'-10' S'-0' a•-J" lY-• IT-5' 12'-8' 12'-8" 11'_Y R'-S' IT-S" 4'-B' 11'-B" 12'-G• '- ' IT-6' t2-)' @'-Y t'-p' 1P-8' 11O' t9'-P 9'-]' 9'-0" W_r 8'-i' r-9' )'-6' P-1' 6'-11' 8'-8' 6'-6• 6'-{' 6'- • 9-0' S'-1D' IT-6- 11'-8' 4'-9' 12'-B' f1'-0' IT-6- H'b• 2'-6' '-6• 1T-8' 12--a- f1'-8' 1II'-8' 12'-6' '-4' SCHEDULE TV LIMITED LOAD MULLION SPACING BSPAN INSTALLATION) FLOOR TO CEfUNG RRAPPEDSMDUNTED MAX SPAN Ifl)FORENDe MTERIORMULUONS FORA GIVEN 0.9D 0E61GN PRESSUREI /)ANOFOR SPACING Ifli' tG(ft)- E1188'-O'ICA$E$f 8111 MAX MULLION ° MAXIMUM MULLICN SPAN (D G 4'x6'x1WTHICK MULLION G7 4•xs'xt/4•THICK MUWON 43 Zxr41/4'THCK RmwWON ,,,1= (e"'"P10ary (N4 M t ! Qt itP Wt t 1 (IDt R (fit Process, p Mt END INIDUER IND I RilWOR IORERNxtI END OIIFWCR -0 350 no _ IT-0' — IT IT-6' R'-6' iP-It' 11'-6' -0• 40.0 I2'-0' IT-S. 11'-B' lt'-4' 13'-b - tt'-0' W 46D -0• - IT-5- 1Y -1 1' 10'-11' 1]'-6' - t'-0• fAYI S00 W -T 1T-9' 14.' - ID'-T' 1T-b' - 1 '-0 650 Ir 12'-0' 11-e• V 9'-1Y 410 IV-0' It-4' V-Y 0'-11' I tT-6• - '-0' = IT ' W- • 9•-,. '-if' I1]'- - x0A J6A 8'-D' IT-V I2'-Y lr- IT-8' 1.'-6• 11'-S - 1T-8' - 11'-0' 480 _p• tl '-6- -5• IT-6 13-5__ j'—Y _ N'-0• •.v1a 5M0 S'-0' 1T-6• T t]'-5' 11=f' 50-0 8-0' IT-6- I2'-b• I1' Bm A Y [04 6-0 - 12'4• 12'-T 11•-4 IV-r mA e'_o'— T-T 121-01 111-4• 121-0• _ r-o• 691) 8'-°' 9'-0' 9'-0 970' T-0' - 9'-0• no 0'-0' - 0'-0' B'-Y 4'-D' V-0' 40A a'-0' 9'-0' 9'-0' 9'-0' - 9'-9' - 9'-Y 41.0 V-0' 9'-Y 9'-0• 9'-0' V-Y - V-0• S00 B'-0' 9'-Y 9'-0• 9'-9' 9'-0• 05A 8'-0' 9'-Y 9'-0' 9' S9A B'-Y - 9'-1. V-T 0'-G' 0'-0' Gts<D 6DD 8•-Y V-0' 9'-0' e'-0' 9'-0' - 9'-0' 0'-0' - 9'-0' 9'-0• V-C' -6• —no 90A B'-0' - p' • -9' • - 9•-Y r". • 8'-3' • W-0• T-Y - 9'-T V-0• 9•-Y e-r • T-9' . T-0' - T-T 95p g-0• - 9•-0• T-3• r-8• 7' 4 • P-Y - 9'-Y Inca T- • 9'-9• r- • • r-Y . 0'-Y a•-e• ' NOTE USE$•4" IF ANCHOR CONSISTS OF HILT1, WC H(19-H SCREW OR POWER FASTENERS. W£OGE-BOLT ANCHOR. SEE SCHEDULES 18 20N SHEET IOA • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF I?RWUj3Ty, +, _ P.E. SDt/STGNATURE/DATE SCHEDULE 29' (LIMITED LOAD. MULLION SPACING & $PAN INSTALLATION) WALL MOUNTED MAX. SPAN 1111FOR END & INTERIOR ULLIO O GIVEN A 3 D DESIGN PRESSURE PAYING l0 a IT AND FOR IZ-0' (CASE p 88'-0' (CASE MDLLIDN 6PACING (fli' IOm1A0DI 6E9m coo i MAXIMUM MULLION SPAN G 4'x6'xIR'THICK tAUWON G7 4'xB'xll4'THICK I.tUWON G3 Txrxf/4•THIOS FLANIMMULLION CxtEB BR}SlR6 wR°Y°a 1At9p �2L'o53mI P at I Ot R4I r 4�t 44t Ot tit Wt EZ INfWIMi END I INISA:OR 0ND80$ LND I 1N2RI0R 30.0 IV,O' 12'-6' IT-6' IV-5- 1 '-Y 11'-0' no IF-0" IT-67 1'-8' fr-II' 1T-6• 4" 12'-0• - IT-G. 11'-s' 11'- 12--9" 45A IT-0- 12'-Y 10'-11' W-11' 12'-6' G4 r 00A 12'-0• - 12'-0• W'-P TT-r 11'-6' - 7-0• SbA IT -VI I1'-8' 9'-1o' IY-r 12'-G' WA T-0' 11'-4' 9'-!' 9'-11 fY-Y SGIN IT- ' If-3• T- • 9'-It• 1T-6• 300 8 -W 9'-0• 9'-0• T-0• V-0' YA e'-ow - 9'-D' 0' 0` 9'-4• _'-Y - B'-o• 10.0 Y-o• - 9'-Y 9_�0 9'-0' e'-0' - W..0' 450 e'-U• 9'-0' V-0' 9'-6• Q'-0' 0'-0' OCA 0'-0• 9'-0' 9'-0' 9'-0' - 9'-0• m p'-0• 9'-0' 9'-0• r-Y -V-0• T-o• SOLO 9-0' 90' 9=0' 9'_0' 9'-0' r-T CISES 00A 8'-0• 9'- ' 9'-0' T-0' 0'-0' T-0' 74d SDA 0 77 8'-' - 9'-0' S50 0•-0' 9'-0' B'-0' 9'-0' '-0' T-0• 00A T-0' 9'-0' 9-Y 9'-0' 9'-0' B'-0' 9'-O' 9'-O' Nautilus RATRngShoilerSysli m L E C 09x°. EXPERT SHUTTER SERVICES INC. Iwc 4 waN3Eaw9 c9P'. R. sw: s0. mau ro» u. n ii'Ll I83e slt. Eat00RE unu 17-244 M. b 5xfxx 9! 0tm SCHEDULE 1c FLOOR TO CEILING (TRAPPED) MOUNTING MAX SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (p.s.L) & A T-0" MAX: MULLION SPACING (R) SCHEDULE2G WALL MOUNTING MAX SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (P.S.F.). & AND T-0" MAX. MULLION SPACING (FT) MAXIMUM MULLION SPAN (IT MAXIMUM MULLION SPAN R Dp (, @4"x6-XI "MULLION O1 4"x8"xtf4' MULLION O4Vx1/4' THICB(318' FUINGE) MULLION 061W1 I Q0 4'x6-xl 14-MULLION 01 4'xB'k1M'MULLION BY 4W'x1N'THICB 'FIANBE)M (W •)E (D1 x �'6'2'1 00 MEOAANIX9 jt ORIENG90N #2 ORDOAMN fl ORDz1A00N 02 OREMAMN it f4 CRErl 2 ORD1)ANN i OREN9lT104 1 MMEMAON 1 ORWATAN F2 ORENTAWN /3 ENO 021E R END tlifBI0R END INfp6AR DID INRAIOR w 00) 9Rp60R END 9lIERIMt no INIEPoOR W 1NRAIOR m INIFRIOR NO WIIPOR 6eA 10.0 N6.0 800 WLD e0A WA 98A e0.0 e8.0 00.0 96A IOD.O i'-0" T-0' J'-0' T'-0- T-0' T-0" T-0' Y-0' )'-0' T-0• 7-D' >'-M T'-C 2'-8' IX-6' t2'-8' tT-' 12'-8' YT'-0' tt'-C t2'-8' IT-5- 1' 11'-8' W-0' 10'-)' Iw-2' 8'-f0' 13'-b' 12'-e' 12'-0' 12'-0' il'-0' lt'4' 10'-ft' 10'-8' IM-6' 10'-2' 9'-1 ' Y-9 B'-T' 9'-6• 9'-?' 12'-B' 12'-6• IX-6' 12'-6' T- " IT-6• IT-V IT-Y ll'-8' 10'-ll' 10'-6' 1M-2' 8'-10' 9•-8' 0'-J' 12'-e" IT-6 12'-6• 1T'-B' IT'-B' 17T-0' iY-6' 12'-6' 2'-8' I]'-6' 12'-s' 1'-Y tt'-10' 11'-T 11'-5' 12'-6• t2-6• IT-5 11'-e' 11'-B' IV-5- 12-6• 11'-8' IT-6• 12'-0' 12'-6' f2'-8' 13'-e" 11'-11' il'-B' 1T-6' 12'-6' 12'-9' 12'-B' 4'-6' IT-J' It'-IY 11'4' I '-T 11'-0' 10'-10` 1'-F f0'-9' 1.'-2- 10'-0' 1 -8' 1T-8• 1T'-8' 12'-8' tY-8' IT-6' 1Y-V 12'-8' 1]'-6' it'-1' 11'-5' 11'-0' 16'-0' W-A' 12-8' IY-8' 12' ' 12'-6' 12•-6' IT'-6' T'-6' 13-6' 1216' IT-B' 12'-5' 1T'-8' 11'-B' 12'-6' 1T-8' tII'-0` 13'-b' 12'-6' 12'-b' i]'-B' 7-6' 12'-0' I2'-6' IT-6• li'-b' IT-8' f2'-8' U'-1' W-9' 11'-5' 12-6 f3'-B' 1'-' 12'-8' IT-B• IT-6. IT-6' 12'-8' IY-B• 12-6 II' -II' fl'-A IN-f0' ID'-8' to' -I• 12'-6' IZ'-8' IX-B• 13'-6• IT-8' IT-8' 1Y-8' I'-8' IT-6- tY-r IY-8' W-6' 1T'-' 1 '-8' 12-0' 120A ted0' -0' >'-0' '-O' )'-0' -' T'-0' Y-0' '-0' )'-0' >'-0' '-D' Y-0' T'-0' )'-0' )'-0• 12'-8' 1Y-6' W-8' -• '-B' 12'-1. '-' IT-6' 2'-e' 2'-1• 11'-8' '-0' O'-0' 1M-2- 9'-10' 1T-8' IT-8• W-6• 1'-T W-T` '-Y 10'- 1' i0'-8' 0'-8' 0'-T B'-1 ' 9'-9" B'-0' C-D' - ' '-' 2 12'-B' 12'-e. T'-8' 12'-B• 12'-6' i2'-1' I1'-8• 10'-It' 10'-B' ID'-2' 9'-10' 9'- ' 9'-3� IY-8• 1Y-6• IY-6' IT-8' IT-8• 12'-8• 1Y-8' I2'-8' 13'-6• IT-6' IT -A' 12'-I' 11'-t0' W- ' It'-0' IT-e' 1 -6- T-8• T-6' IT-6• W-B' f2'-5' 12'-6' IT-8' 12•-8' 12'-8' 11'-6' fY-5' W-11• II'-0' 12'-V 12'-0' 1218' 13'-6' 12--8' 2'-J' 11'-Il' 11'-7' it'-J• W-0' 10'-f 0' IT-7- 1M-5' 1M-2' 10'-0' 1 -V 12'-0" IT-Y 12'-V IY-6• 12'-8• IT-B• 12'-B' 12'-6' III -III O'-5 1T-0' 10'-' f0'-i' IV,- f2-B' 11'-B' 11'-8' 12'-8' f2'-6' 12'-0' 1T-8' 11'-6' IT-6' I2'-6' IT-6' 11'-6' 12'-6' 11'-6' T-6 1T'-6^ 1T'-8• W-V 12'-6' IT-V 12'-6' IT'-8' I2'-6' I, -it 1'-f 1M-]0' f0'-B' t0'-1' 12'-8' 1T'-6' 1T-6- IT-6• IT'-6' 1Y-e' 12'-8' 12'-6' 12'-6- 11'-6" 1T-6' 12'-8' 12'-B' fY-6' I= q0.9 118A 130A ITBA IS0.0 iJBA tAOA INSA Y-0' Y-0' T'-0' >'-D• )'-0' >-o• )'-0' )'-0' 7 '-0' 9'-8' 4'-J" 9'-0' 8'-P B'-8' e'-s• 8'-Y B'-0• )'-f0')'-B' Y-T b'-1f' B'-W' B'-B• 8'-J' @•-T @'-.' a-J' T-1' B'-t0' 8'-0' B'-5' B'-T' B'-o• Y-9' )'->' 11•-3- u'-I' 1D'-ll' 10'-9' 10'-Y Io•-6'-- 10'-6' 10'-I• 9-T W-Y 10'-IT 10'-)' 10-J' 10'-0' B'-9' 9•-)" 9'-A' T-2- 9•-10• 9'-9' 9'-J' 9'-5' 9'-Y 9'-2' 9'-Y 9'-0' 8'-10' 9'-10' 8'->' 0'-S' 9'-1. 9'-I' 8'-it' 8'-9' B'-) 8'-8' IT-6' 12'-V 1Y-V 1T-6' 12`-6' 1T-6 1T-0' 12'-' 11'-Y 10'-9' IV 5 IV-2' 9'-Il' B'-9' Y-B' 4'-{' 9-2' 9•-B• Y-S Y-Y 9'-10' 8'- e'-6' 8'-2' 8'-0' -10 IT-6' 12'-6' IT-V IT-8' IT-8' 12'-& tT-0' tY-b 12`-8' 1. T-V '-' T-0• J'-0' T-0• )'-0' '-0' T'-0' 9'-' 9'-J' 9•-0' @'-V B'-9' B'-' @'-2' B'-0' )'-10' '-1' B'-U' B•-f0' 8'-B' B'- " W-S e'-4' e'-T 9'-2' 9'-1' 8'a' B'-" @'-5' '- ' B'-0' T-9' J'-0' )'-B' 11'-D' 11'-P - w-v 1 -T' 1C-8' 10'-6' 10'-J' •-3' tM-IO' ID'_>- IV-,. 10'-0' T-9' 9'-T' 9'-4' G'-10' 9'-B' 9'4' 9'-V 2'-0 B'-]' 9'-1' 9'-0 9'-10• 9'-)' 9'-S 9•-J' 9'-1' 8'-t i' 8'-9' B'-) t2'-6' 12'-0' IY-T I2'-6- f2'-8' 1 11'-0' I]'-C 9'-e' Y-8' Y-1' e'-Y e'-3' B'-O' 12'-6• I2'-8' 12'-e' 12'-6' IY-6' IT-b T-e )'-B' B'-1' 7-4- 160A -0' Y-B' B'-1' T-A'-9' 8'-! 12'-6' B'-n' T-0 12'-8' -0' Y-A' T'-11' )'-0' 9'-9' 6'-8' 8'-Y 8'-1. 12'-2' '-S' 12'-6' 1T'-8• 1�0 160A Y-0' Y-e' )'-8' )'-C 8'-0' >'-f Y-T• 9'-3' 8'-10' B'-8' '-J' 1T=3' 12'_e B'-9' 8'-8' Y-B' T-0' IT'-6' tT-e' ULLION MULLION SPACING: "S" . MAXIMUM MULLION SPACING SHALL BE SUCH THAT. MAX, ALLOWABLE SLAT SPAN FOR THAT A.S.O. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. +fT # _ °'°" M= N` Nautilus �.. i IL E C'G /Ne. Rolllog SbAMorS'yBEem re/w.rzn \ EXPERT SHUTTER SERVICES INC. \ IIUYI R9TN° 6 FN6{NEERnIG C°uPUlf IS \\ ea.s Na, a fa x:, r..mey n mw I628 W. Oti M S98, 17-244 fYY�' 1 1 �i«::cw,Rv-,ac.1>.a'xm�-gym, o9Nr W. werz. D. Jese. ��NALEt16)I,IE 4 71 ttm w¢ W6, T.9- .1 ,nA fill �..w9 N MDBT,9 NM.rtW A. riAtt Y rz. w 016T as W za P.E SFALI n +9 E/UWR nrAaav ue. B ai6i .