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HomeMy WebLinkAboutSET UP-INSTALLATIONGENERAL NOTES: 1. NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON TANS PRODUCT EVALUATION DOCUMENT fP.ED.) HA9 BEEN VERIFIED FOR COMPLIANCE ill ACCORDANCE WITH THE 2017 (MEDITION) Of THE FI.O NA G CODE NAUTILUS ROLLING SHUTER SYSTEM SHALL NOT BE MSTIJIM AT HIGH VELOCITY HURfOCME ZONES (MMM1-OCE /81KOWMD mnE-S). DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WHO SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL E INSTALLED FOR A DIREC71ONALW FACTOR Kd-0,ES.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FEC AND SHALL NOT EXCEED THE MAXIMUM (0.5D.) DESIGN PRESSURE ROM PIDUiED ON SHEETS 15 THIRD 18 k 20 MAN 2E IN ORDER M VERN THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO &S.D. DESIGN WIND LOADS BY MULTIPLYING MEN BY 0.6 W ORDER TO TO COUPME THESE W/ MAX. (A&D)DESIGN PRESSURE RATN'GS INDICATED ON SHEETS 15 TIRU 18 & 20 IHRU 26. P. A 3R ORDER RUSE IN ALLOWABLE SIEMAT ESS FOR WIND AND DLLMOS WARS ON S bZ IS USED N THEAS EIiR ANALYSIS. FASTENERS STRESSED. NOT OVER SPACINGS TO WOOD NAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. NAUTILUS ROLLING SHUTTER SYSMAS ADEQUACY FOR IMPACT MD MUM RESISTANCE HAS BEEN VER IM M ACCORDANCE WITH/SECTION 1609.1.2 OF ME COVE MENTIONED CODE AS MERICAN TEST LAB OF SOUTH NG FLORIDA. OTTOF 1WINtl ZONES 1. Z AS 3 k� MISSIILE ME 0 MD ONLY AAPPLICA�BLE TO BI SIC .PROTE�CTION INSTALLATIONS, AS DEFINED BY SECTIONS 6.2.1.1, 6.2.1.2 AND 8.3 OF AM E 1996 SEE SHEETS 19 0 20 FOR ADDITIONAL UMRATIONS. 3. ALL ALUMINUM EXTRUSIONS SHALL E 6063-T6 ALLOY (UNLESS OTHERWISE NOTED). SEE SHEET 2. 4. ALL SCREWS (EXCEPT END RETENTION SCREW 1pTO BE STANLESS STEEL 304 OR 316 SERIES WERE 50 WI YIELD SKEET AND 90 Dui TENSILE STREET CR CORROSION RESISTANT COATED CARBON STEEL AS PER ON Soot& ALL S.D.S. ME TEN SCREWS MANUFACTURED BY RVW BUILDER 6: SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. S. BOLTS TO BE ASIM A-307, GALVANEEO OR ATE 304 OR 316 SERIES STANLESS STEEL WITH 36 1,01 MINIMUM YIELD STRENGTH. S. NAUDUFS RCWNG SHUTTER SYSTEM BURS U.S. PATENTS 16,095.225 AND /7,409,980. 7. ANCHORS TO WALL FOR®SIDE I SHALL, BE AS FOlLI (A) TO EXISTING POURED CONCRETE: MN. 3000 0.sl COMPRESSIVE STRENGTH. -5/16.0 TMCON XL ANCHORS AS MANUFACTURED BY TV( BUILD". INC. -3/8.0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILT, INC. At) MINIMUM EMSEED�EM INTO POURED CONCRETE SHALL BE: J/ T2N01/EMBED RUENT INTO STUCCO XLANCHORS BEECON90 1 2•AS P.ViT OF ME REQLT UIRE COIN TENT. A2) JAMMU EDGE DISTANCE (ED.) INTO MUM CONCRETE SHALL BE 4' FOR 5/16'0 TAMON XL ANCHORS N V FOR 3/6.0 KINK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND ANY MRSflH MATERIAL A3) IN Q THATRQRNORLGNOGE,PHANCREIBNMEEXIISTINFLOOR. ANCHORS HHA. CONCRETE NG ENOUGH t EMINSTRUTUMO SUCH PANELS. (8) TO EXISTING GROW FILLED CELL CONCRETE BLOCK WALL: ASTM C-90 -5/16.0 TA+CON ILL ANCHORS. AS MANUFACTURED BY IN BUILDU. INC. SCANNED BY Lucie County B. ANCHORS SHAH BE INSTALLED FOLLOWED ALL OF THE RECOMMENDATIONS MD SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 9. ANCHORS RETIRED FOR 510RM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET S. -3/8.0.1 1e4' CALK -INS MANUFACTURED BY POWER FASTENERS, INC. -1/4.6.3/4 SOUD-SET MANUFACTURED BY ALL PONT, INC. -3/8'0 KNSK BOLT TZ MANUFACTURED BY HILTL INC. -5/16.0 TAPCON MANUFACTURED BY " BMIDER, INC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE M INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EDGE DISTANCE AND EMBEDMENTS ME BEYOND ANY FINISH W.TBNML EMBEDMENT CROUT FILLED OR ANCHOR SPACING 0 1DOK EDGE DISTANCE 0 ICOX CONCRETE CONCRETE BLOCK 3/Bb.1 1/4' OMS(-IN 3 3/4' 4 1/2' 1 1/4' (3000 pM) NOT ALLOWED 1/4'0.3/4' SOLID -SET 3' 3' 7/5' (3000 FIX) NOT ALLOWED 3/9.0 KYAK EMT TZ 9' 4' 2 1/2' (3000 p.1 NOT ALLOWED 5/16'0 TAPCCN XL 3 3/4• 3 1/8' 2 1/4- (2899 psi) NOT ALLOWED 10. ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON MPUCABLE SECTIONS SHOWN ON SHEETS 10, 10A, It. Ilk 12. 12A 13 0 13A -01K BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILT, INC. -HIS-H SCREW ANCHOR MANUFACTURED BY HETL INC. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS. INC. MINIMUM EDGE DISTANCE AND SPACING MR ABOVE MENTIONED MCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EDGE DISTANCE AND EMBEOIAMIS ME BEYOND ANY FINSH MATERIAL EMBEDMENT 0 IGOR GROW FILLED OR ANCHOR SPACING 0 100x EDGE DISTANCE 0 1002 CONCRETE CONCRETE BLOCK 3/4.0 XWX BOLT TZ 27' 9' 4 3/4' (3000 psi) NOT ALLOWED 1/2.0 WK BOLT TZ U 1/2' 7 W' 3 1/4' (3000 PST) NOT ALLOWED 3/8'0 KWIK BOLT TZ 6' 4 !f8' 2' (3000 PSI) NOT ALLOWED !/8'0 HUI SCREW A' 5 2' (3000 PSI) NT ALLOWED 3/8'0 WEDGE -BOLT 4 1/2' 4 ir2' 2 1/2' (3D00 PSI) NOT ALLOWED 1/2.0 HD-H SOiI OR MDKC SM 6' 6 }• (3000 PSI) NOT ALLORFD 5/8'0 ND-N WE1 T 0E04I BBI 7 1/2' 7 1/2' 2 1/2' (3000 PST) NOT ALLOWED 11. ME INSTALLATION CONTMCTOR IS TO SM/CAULK AU. PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE DU➢ONG TO PREVENT WMD/RVN INTRUSION. CAULK MO SUL PRODUCT TRAM AL MOUND FULL LENGTH. 12. IT SHALL BE THE RHSpONSIBILW OF THE CONTRACTOR M VERIFY THE SOUNDNESS OF NNE STRUCII WHERE PRODUCT IS TO E ATTACHED TO INSURE PROPER ANCHORAGE. THIS PRODUCT SHALL ONLY BE ATTACKED TO CONCRETE. CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 13, THIS PROCUCFS INSTALLATION SNAL COMPLY WIN ALL.SPECS INDICATE() AN THIS ORAWING PLUS ANY OUTLINES AND ZONING REGULATIONS PFKK10ED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 14. UFTINC MECHANISM NOT PART OF THIS APPROVAL 15. (0) TIES PZA PREPARED BY TIES ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.0. WHERE THE STE MIONS DEVIATE FROM THE P.E.D. (p) CONTRACTOR TO P.E.D.PROVIDEDBHE/SNE DOSES NOT IBLE OR THEDflMTESfEL OM TITHE MM MONS DEDULED ON THISNOOCUUEW. CONSTRUCTION N, PURCHASE AND INSTALLATION ICLUONG LIFE SAFETY OF SAFETY AAT SITE IS TEN T, BASED HIS CONTRACTOR'S RESPONSIBILITY. 8.1) MINIMUM EUSEONENT OF 5/16.0 TOWN XL ANCHORS IWO THE GROW FILLED CELL CONCRETE BLOCK NOITEMMB ME T NT� STUCCO SHALL BE CONSIDERED M PANT OF THE REONREO EMBEDMENT. 0.2) MINIMUM EDGE DISTANCE (RED.) OF 5/16.0 EAMON XL ANCHORS INTO GHWT FILLED CELL CONCRETE BLOCK SHALL. BE 4% CODE DISTANCE U BEYOND ANY FINISH MATERIAL. B.J) IN M ON MEQASE EEXISTING WALL O FLOOR AICCHOPRECAST STONE �RS SNAIL E LONG ENCONCRETE OR OUGH PANELS. REACHEROR PAYERS ME MAN STRUCTURE BEHIND 16. SUCH PANELS. (C) TO EXISTING WOOD PRIME BURDNG: SPRUCE PINE -RR -SOUTH (G-0.36), OWGLIS-M-SOUTH (C-0.46) OR SOUTHERN PINE 12 W/ G - 0.55 M. -5/16.0 TMCON XL ANCHORS, M MANUFACTURED BY ITYA BUILDEX, INC. C.1) MINIMUM EMBEDMENT OF TMCW XL ANCHORS. INTO TEE WOW MOVE UNIT SHALL BE 2 I/4' PHYSICAL THREADED PENETRATION. NO EMBEDMENT INTO FINISH MATERIAL SHALL E CONSIDERED AS PART OF THE REWIRED EMBEDMENT. C.2) AINNUM EDGE DISTANCE FED.) OF TMN ANCHORS. IWO WOOD SHALL BE 2 1/4'. EDGE INSTANCE IS BEYOND ANY FINISH MATERIATAM ON C.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE OR BRICK PANELS. VENEER OR PAVERS BE FOUND ON ME EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE AWN SMUCTURE BEHIND SUCH PANELS. (C) TOS P.M. WILL BE CONSIDERED MAID F ALTERED BY ANY MEANS. (0) ENGINEER OF RECORDECIFIC MCUIECTS SHAUE. BE PREPARED Be MJ4) FOR THE PROTECT AND WHO WILL E RESPONSIFLORIDA BLE MR TEMPROOPER USE OF ME P.E.D. ENGINEEEER OR �ff MICH WILL R OME ECORD. ACRES AS A DELEW ENONEER M THE P.M. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (0) THIS TMSHALL@� THE DATE AND ORIGINAL SUL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF SHALL SHALL ACCORDANCE WITH SECTION 1709.9.3 OF SECTION 1709.92 OF THE FLORDA BUILDING OD SIDE RAIL * \ O BUILD-0UT TUBE 6A1n ADla ]Am +r-I- NasTeuuumwu\or Pvaer etas lr. r N.VNPAC'rvYrER M . ea+ A "WU 0.0]0• CtL]W:CE 13 P mm HUD AND aUIW Wµ A] NON HUM r PoSRPJNS. O TRAPPEDANGLE (g1T6µW.IdYALL6I 6Ulx vt.Y © 4xSMULLION [T\.n N1PLNWI1l0] SCVx'i3'•Y G7 4x8 MULLION �116µ0YJrytl/1lOT SLIE x. Y COMPONENTS T oErnn�c DETM D QB BASE SLAT mnnnvuaamaur wax \r.r Paor —- - - - - - - - - - - - y � ea• 5 ] E7 BUILD-OUTTUBE mv.RAuumPnAuor eeuE. Nr•r � W OTNIE49BiwHl m{mfINDMJDl4MAM�004xx OPTION fnfx/wA9�m nonsTAuaEsss]m soxw usA]mvmHAnem{En DmartD.4r>: ummaemw TRY far w aro' ACETAL BUSHING "' rvsewaPnorenAlm4l 1N _ DE.911:NpM lE1NE6+aL1AAltl 1EHVESRREATYE1641Nb i1FANKaFA19 f6W ®Ig10®0.PµT.@!4M ©RETAINING SYSTEM: SCREW • BUSHING ewivr•Y E3 BUILD-OUTTUBE m51R NUWNW ILLOY iwox3/4•TPNU R�UIIOENxTEKSCREW ,>He� scuE. \r• r p S �°. I (D BIIE'BITWIBNILDEXTAPCONXL ANCHOR wmws\]Tx ewx+2•Y � I I STORM BAR JO WOHILN.INC. KLYIKBOLT3ANCHO7 msl.Teuuvrmuuxm uvewana swa\r•r w+c lr•� Nautilus RoUingshutt jY firom Pyx.AI> L E C O GMCOYNAN e x PERT SHUTTER SERVICES INC. nP.�.�an.la.fm\PN..fI� '_�a�-OIK6]I4 ttm nxs sn. mwN snssT PoiTI 4 x11CL R ]{98. Rom(: 1�1 ]..-Y20. IY: (Tll Ixl-0Im 17-244 W. IN SNQ] ] R16 N1RF A npRJA Lei 4n] SIDEIEND CAP HOUSING (BACK & TOP) .040 THICK HOUSING (FRONT & BOTTOR .040 THICK SPRING BRACKET SPRING ASSEMBLY 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 60MMOCTAGONAL DRIVE CROWN CONNECTOR SLEEVE GEAR- PLASTIC OR 7AMAC CASING UNIVERSAL WITH DRIVE SHAFT 6OMM OCTAGONAL IDLER END IDLER BRACKET WITH BEARING DY/6 do Y/7 BOX D V/R K REAR D V/9 K aRR&a D Y/6 & Y/7 BOX \ \ \ \\ \ ` T END CAP t END CAP END CAP 1 END CA �1 SUITS sun 2 SLITS HATS SUMS SLATS ' SLATS A SUMS SL -SLATS 51ATs ® ,FH,FA� as l6 O �6 17 0/83 sUITs 117 SLATS R 3us D Sun D (Typ. Ea. END) (Typ. Ea. END) SuTs 9 suss A A (Typ.) , (TYPO to 5415 Tto 5415 BTau.1 BUT SPACa / I / / /• / 'Y // / � tY/6 B �Y/6 & Y/7 (SEE sxEEr EE V 9 & Y/7 V/9 vv.. MAT WAN (SEE SCHLDM-ES ON SHEFeS 15 A 20) TYPICAL SINGLE UNIT ELEVATION W/0 STORM BARS ', • T Yv . 54i SPAY (S`E SDiEDUMES 011 SHEET 15) NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: N.T.S. IF CASE 1; SHUTTER xn,,T EOU& OR IESS TNAN It'-0- OPUCUKC TO INSTALLATIONS W/O STORM BARS. W/ STORM PARS OR W/ STORM BARS & MULLWNS W/ HRGH15 UP TO 1 V-0% (u) CURTAIN � S 1SA TOP. ALL BY FIE. ' MM OFIVE THE WAY OET%N. EACx SLAT I SNAU. CONSIST OT F (5)SUTS OF THAT StAT NUMBER. PROCEDURE FOR ADOING SLATS 01 BELOW /1 SW SHALL BE CONDNUED U,T, TOTAL SLITTER XSGHf IS COMPLETED. ONANNTY OF FUAL S4T NUMBER ....... INST4 BEFORE 8070M STATQB NAY VARY WTIH SHUTTER'S HBGHT. � F. (8) BOTTOM SLAT B)UUST BE AWAYS INSTALLED. 1���y�`1~Cajlr�Te/• _ t� CASE 2• S,NPpi mGw URGER FRIA 11'-0' MPUCABLE TO NSTIllATWYS W/0 STORM YY,'�p'••vVuiS�•Y FLORIDA BURRING CODE (Non ff98 VelmiH Hurricane lmle) BARS AND W/ OR W/O MLILLWNS W/ HRGMS URGER THAN 11'-0'. ( N0. 4�� 02o17 TITER) INC. U Nautilus (a) CURTAIN SHALL START W/ /1 SLITS AT TOP. FOLLOWED BY /2, #I .,-. THEREAFTER, ALL 1HE WAY DOWN. EACH SLAY 9 SHALL CONSIST OF MN. FA(5) SLATS OF THAT SLAT a * : * * ' I L E eY 4 O � RORDeg EAvRWrAg5To1D NUMBER. PROCEDURE FOR ADDING SLITS DOWNWARO BROW 01 SLIT SHALL BE CONTINUED UNTIL #10 SLIT IS INSTALLED. AFTER #10 SLIT IS INSTALLED, ADDOWNA, #10 SLITS MUST BE USED TO COMPLETE THE TOTA SHUTTER HVWrt •-4c}, a a'Yp fi �;/� Ap` .011. . nR T,,,,. TLSNN�4�A mMa,„EE„,,, n,A r EXPERT SH UTT�E SERVICES INC. 17-244 Ga6� 11L rt..; 1F N1-,as.In,POM SR. LME. R. sro5A �� w (a) BOTTOM SUTQB MUST Of ALWAYS WSTALLED. �,/ONA1-~\11I111 1_ E,GT w(pn v.rvme. ru: tml ensrov P.E 5URE/DATE VIILIER A T'illf Y. PL aaRea Ltc / utai TEND CAP i a n oW � �R CA5� (TYI YL YIP. LRAUO.Y SPAONG I— (SEE SOOM --{ ON SIBE13 24, a It 26J D (i Or © OE W-1 /10 OR W-2/11 OR W-3/12 OR 1-4/13 BOX 1 1 111 1II II II�M II I i 11 11 fit 11 II i I I i t 11 11 i I x 9 Ii II I I I 0 8 .I II 11 II II I I I ii I 1 I 1 1 i R 8 I or R'/' R 8 or R'/8- 11 11 I I R or R or or R Max. SLAT SPAN M W-2/11oR W-3/12 OR W_4/13 il W-1/. SLAT Max. SEAT SPAN MOA. SLIT SPAN END CAP- u15 (Ors a � sun z� 3 stirs rN 5G gp G/e �"S�� s un a A 'B m (TYP.� A'_ is C'd 38 o�- R/8 Or (Typ. ED. END) R'/8 sun I Anna i 1 inm um WORM BAR SPACING—. "DI (SEE SHEET 12) (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET IS) SHEETS 15 & 15) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION •, •_ W/ MULLION & W/O STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE POR SLAT INRTALeT10N GIVEN 1 SHUTTER HEIGHT: • CASE L_ SHUTTER HOLM EQUAL OR LESS THAN 11--0'. APPLICABLE TO WST&. TONS W/O WOW BARS, W/ STORM BARS OR W/ STORN BARS & MULLONS W/ kDWS UP TO II'-0'. (P) CURTAIN SHALL STINT W/ AI SUTS AT TOP, FOLLOWED BY A2. A3...- iNERFAFTER ALL THE WAY OORN. UCH SLIT A SHALL CONSIST OF FNE (5) SLATS OF THAT SLAT NUMBOR. PROCEDURE FOR ADONG SUTS D l"IkRD BELOW Al SUIT � BE COMME UNTIL TOTAL SHURER NOW 6 COMPLETED. WANIIIY OF FINAL SLIT NW80 MTA BEFORE BOTTOM SUIT BONAY VARY WITH SHUTIMITS HEIGHT. (D) BOTTOu SUTOB MUST BE ALWAYS MTNL:D. •• CASE 2: SNORER HEIGHT LARGER DUN 11'-0' MPUCPDLE TO INSTAUATION W/O STOW BAR AND W/ MULLIONS W/ HEIGHrs URGER THAN (P) GURTNN SHALL START W/ AI SIAn AT TOP. FOLLOWED BY A2, A3,..... MEPWTER ALL THE WAY OOPHL UCH SUIT A SHALL CONSIST OF FIVE (5) MATS OF THAT SUIT NWBER. PROCEDURE FOR ADOWG SUn DOWNWARD BELOW Al SLIT SHALL BE CONTME UMIL 110 SUIT IS WSIALIED. AFTER At0 SLIT 6 IN5ALLM. AOWIO. 110 SUn MUST BE USED TO COMPLETE ME TOTAL SHUTTER HEN.IR. (b) BOTTOM STAT(,B MUST BE ALWAYS INSTALLED. (TYP-) ©Or ® Or Nm. SODI FAR 5 (SEE SNF➢NE ON SI 1/10OR W-2/11 3/12 OR W-4/13 Uu IRIUM SPACYNG (sa: 41EWIE ON SHEDS 24. 25 & S Or ® Or V/9 K mPr "A BOX ENT sun �SUrs 3 SUrs SLITS SITS SUITS 17 sun SUITS (TYP.D . END) 19 sL Sun I AID -r sun IDW-1/10 Ofl W-2/110R I W-7 12 OR W-4 73 I© V 9 \ Mew. SLAT SPAN M�. SIAT SPAN MOx. SLIT/ SPAN (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 13) SHEETS IS & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. STEEL WASHER O 24- Ou Min. SEPARATION TO GLASS Ism scN.ums. ON vir 15) D 0/8 0/8 sw sm ANCHOR tt SCHEDULES ON So SHEETS 16, 17 k I6 a M0. SEPARATION TO GLASS _ (SEE SMmUUS. i ON gm 15) _ -<-- L1 1/2'<. 1/2•W.o6YWONf. ALUM. 5/16.0_ TAPCous %L W/= ANGLE W/ 5/16'0 UPCONs XL W/ 2 1/< Mm. EMBFDM 2 1/� Wm. DIBEDMEM O 2< o-o- O 2< o WALL MOUNTING BLOCK BUILDINGS SCALE.. 3/16' - 1' —5/I6'0 TAR N5 AL W/ 2 1/4' WO. 11Yv1/6' EMBMM T k I'0D.a0D60' GAL, ALDUPA M T STEEL WASHER 0 2A' au / 5/16'0 TA➢CONS Wf 2 1/4' EMBWMENi x. O Z<' 0.<. O POURED COitiC OR GROUT n= (/ CONCRETE BLOCKEWJI REO. WALL R. O C! MMOR O 1 0/8 d OIX 0/8 U SEE ANCHOR SCHEDULES ON — SHEE15 16. 17 0 h 16 kin. SEPARATION 3Ti TO GLASS a W — StlR0 UlE5. v� O•o-/���;; QON V 0/8 'A' RW W .OWD60' 02A'ou LW!13 0/8 ' Pv0.06211 PWREU CONCRETE 5/16•0 TAPCONs xl W/ T (re-3 W Mm.) ROWD. 2 1/4• W . EVOWU M / O 2<' 02. MOUNTING BUILD -OUT MOUNTING �.._ ... ✓a •.. ELORiDA emLniNc OR .1 CONi. YNCQ i SNJ a 18' 3 o.e wn. 3 REOUINc'O. 20) 5N a) WALL MOUNTING s yL W/ 1Mf:0115 A w/ :NET�LIgx 2 1/2'_ 2 /2 vn RdETRA1eN rur. a 1ro.w6.INd' a 2c" a�sa �m sim xoslEn ac e 2r m 7 5/w. iMA /W2r6 a u• Rs. WR k%Im R � 6mAWigN i0 4t/SS y a SEE INCNNS g SGEGIM1C E av S M 21 2 � A 0/8 LWCaNs n /2- -1 lilbl GU4 A (Bf.ONO) I) AAAA Iy € I � aDoo EX5ONC WA OR Rn![R. ]nUSSv ai I/6 PJ/6' IM DIX BU6 IIX SCREMS Wf I'EI'A/9' I!� I' ed�aD6a' LK IMZEa /l UVI1WWEI Sim WA91ER P 2a' ee. 5/16'/ 6 _rl7r WALL MOWMNG BUILD -OUT MOUNTING SECTIONS Y-Y M mE D � avORNo I M � O E)flEwfR 1 00012R § "V2' ov 1 A qy ®1 tl e SEDAMTPI (2) rE6- OR 2W C0.Yf. I m.YwA.nOx (5R £O@AE ORa \ 1 p sO.C, O N ' (SEE SNFFT 20) '1 4 O/8 JJL�HE� On ORoN GN sxm itr..1D06]1CG1f. iµUY, µGCE \Is�\�10 82.'as. G'W OR r/ { 1 WOODANG wppp (Icrw PAn RREOUP® E SVBWEO. AIB (SCE SiffFt YO) a BUILD�OUTMOUNTING t 1 *} M44167 �•pi�-+�.--vc�*(F��i * � GCO E i^m 1EmI awo ouvA6rNXOINaa9uS6etaiorl3uya]s c �Io1f AN .fTfnY ....-C>nPinss. m mo6�io� vulLv A MU16.G flLYtb. Lk. 1 1. NI6T mm °m"fE.uG /n EXPERT SHUTTER SERVICESINC. 1626 sm. vtW (VAUU RORf ST. lUC¢. EL NS6. was trm) ro-2mc. ELL no-6vm \ \� JT*2� •'I� \\\ S�:t:��-•� 1 !ONAl E�6dj1' 17-244 m>,6e b sl¢1 o T m P.E. SEN. Y EroA1E n& 0 fvs cR t/a• sw \ FLUSH MOUNT (WALL) \\ SECTION 0-9 (PLAN) SECTION Q-0 (PLAN) ORIENTATION 41 ORIENTATION j2 WALL MOUNT END MULLION WALL MOUNT END MULLION (2) 2•aa' OR 2'.6' SNDS- (SEE SHEET 20) (2k 2"4' OR 2 e6' SR1OS (SEE SHEET 20) 2) us «t A 10) WALL MOUNT INTERIOR MIJLUON TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G, G1, G2 . vn.r M Ve -u LUA 0 Y an ,R'• Ip• D w Ve• stn O FLUSH MOUNT (WALL) BUILD OUT MOUNT SECTIONS 0'-0' (PLAN) INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS LrECO SECTION 0'-0' (PLAN) ORIENTATION /1 WALL MOUNT END MULLION WALL MOUNT END h EXPERT SHUTTER MULLION 9ocity 0urrivmv 2me) 1/2• Min, E.0 3'— 3 Min. ED. 4 1/2• Min. ED •I --FOR 3/8.0 OAK -IN ANCHORS L-3' Min. E.D.. Fm 1/4.0 SoOD-sET ANCHORS • 1 Min. E.D. Min. E.O.--±--GOT 3/8.0 MAID BOU TZ E%PRI901 ANCN0.IIS L--3 I/8' Min. E.D 1/8• Min. E.D FOR 5/16.0 TR A ANCHORS 5/18.0 kL EDGE OF SLAB I OF SUB NT n. EVBEDMENT MiVIS 2 1/4' Min. W Av� rc & 060. O6... j WASH NO. I 51ER O ' a/ EEL WASH / a' Min. y. POURED CONCRETE 1 2• A 3 q) 5' 0 POURED CONCRETE / (f4=3 Nei) 8' ntiN� (4 T TH REQUIRED 5/I6UPCON6 %l TMCN REOUWED / 9FDNQ0n' C N'ELwaER oSTE I I I� 24. r I' Min. MR Box ° I VAND ZONE �• ° 1-3 t n I 2' Min. FOR II I ( }SEE STEP 3 ON SHEET t4 FOR SPECIAL ° 5 %IND ZONE- ( iPEA FOR x1ND 20NE5 1 THRU 3 p� I' Min. FOR ° �ry 4 UND ZONE-+ N riWl 1-3 } L sm An1 BEPRRATION TO 90 a � -'Y GLASS �{ o!1 2• Min. FOR i I (SEE SCHEDUIES ON! 'n � p ii SHEETS 15 & WIND ZONE I 16) 1 3 A Q'J• <y n ! Min. I u SEPMATON TO K f GLASS (SEE SCHEDULES 1 1 I 16jN BEYOND EXSTNI II (4) 3/8.0 CALK -IN ANCHORS OR (4) 1/4.0 SOLID -SET ANCHORS OR (4) 3/8'0 M Mt TZ WA SIN ANC4M OR (4) 3/16.0 TAPOON xL ANCHORS; "-I- IT'. TOP & BOTTOM) K px(mm 2• 2'A2'Al/8•x0'-s' (6063-T6 ALLOY) 2' O G ALUMINUM ANGLE EA SIDE W/ (2) 1/4"0-1m/4• nw $URDEz TEK _ SCREWS TO STORM BAR L51 S (Typ. TOP & BOTTOM) SECTIONS - SS Y NILMAL RPCf (U1Y W MATT l oIt¢ A y AxCMpA DETAIL A # 1/4- 0-2D OR 3/8- 0-16 MACHINE SCREWS USED JO:NRY W/ 1/410 a 3/4' SOLID -SET OR 318.0 A 1 1/4' CAIR-IN ANCHORS RESPECTWFLY SHALL BE LEFT TOGETHER W/ ANCHORS AT ME TIME STORM BARS ME REMONEO. (SEE OEF. A). (2) 3/8-0 CALK-W ANCHORS OR (2) 1/4.O SOLD -SET ANCHORS DR (2) 3/8.0 KWIK BOLT TZ E%PAAsiON ANCHORS OR 1 (2) 5/16'0 TA -CON. .xL ANCHORS I vyp. tOP/BOi16N) I'. R ® L ! 6 (nR. i0P/B3TD1Qn ! ! ,(m. 1v/aDTaq II 2 I/O 4 Dn. POURED CONCRETE �NIN. E.D E.O. 1 I/2'At t5/16-062•.CONi. ALUM. t 0 0 (f'c•3 Wi)) ANGLE W/ 5/16'¢ TMCONS In. W/ THICK REOUttVED 5/i6'0 TAPCOrvS %L W/ T 2 1/4• Min. EMBEDMENT 0 24. 0.c. 2 24' xn. PaBEOyGM r _ O 1/4 0.0. dA✓ �p •A/, / INAAifD cavwcrt ! EDGE DF SLAB WALL MOU .P••r• C.I �r c SUBI EDGE D(rt-D Ac0 d 1: �C`�s ••••;'oaf t IF APPUCADIE�5' 6 AGWu&E mT. r1m( not A 1 J2' Min. f.D 1/2 Min. ED.- FOR 3/8'0 CAIX-IN ANCHORS Z •441 02017 FATECO vuG �3' Min, E.D. 3' Min. E.D.-1.IDSEt 1I--GOT I/A'0 SW - ANCHORS ? 6r• •e 4 Min. E.D. Min, E.D..MR 3/BY KAM "I TZ C5PAN51IX! ANDWAS + D , pI� I/8Min. E.D 3' /8• Min. CO. FOR 5/16•¢ TA➢CON M ANCHORS �TFn• l+�331NN rluUT rcy.'isiwl'~rvo`r.Vinki Tw • R9y..tvu FLOORTOCEILING / TRAPPED AND WALL MOUNTING: STORM BAR (K� -s/ N.... IdT15 ® m SECTIONS" ,E s=/D sAu: 3/16' . 1" K DOEPoOR (6063-T8 ALL" ,• 0 ALUMINUM ANGLE EA SIDE W/ SCREWS•TOISTORM 6M(q FX 1 5• (TYP. TOP & BOTTOM) CK� SECTION 81 - S1 EXPERT SHUTTER wAe+IR m/l4/n nn 17-244 mA..W . 91LL1 9 056 WA. E Wn. EDGE OF SLRI IF APPP cAm -I PWRED CONCRETE P TA03" 8' MiaJbi 8' n. THICK RE REOb, I .(. L e I: SR�' NG p GLASS v GLASS 1' MI, Ory A F Kn s n �yd t iER C rcz ON � 5 ® r 0/8 or -(--- oS R/8 or' 3 R'/8 �m _S t ® F X1 pTP. TGP/emTou)e Min. E.O. OR (1) 3/4.0 WK SOLT R EXPANSION ANCHO O END AND INTERIOR MULLIONS ©& ® (ORIENT TIOM #I) AND ENO MUWONS©& GI (ORENTATION 12) MR (2) 3/4"0 KWIK BOLT rz B�PANSION Ym. E.D. ANCHORS 0 INTERIOR BOLT TZ g (ORIENTATION 12). EDGE OF SLAB if 151UV9:[ 3'.3*.1/2".0'-4' (6O61-T6 ALLCr) gum. ANGLE EA SIDE VI/ (2) 3/4-6 THRU BOLTS TO UUULXu;4& (1) 3/4% X" SOL TZ EKPANSOOI ANCHOR W/ 6-MI, EMOEDMENT TO POURED CONCRETE (TxP. TOP k BOTTOM) 1 1/2' �-3---1' 1 1/2' 7DD90R 3-:3'.112'xD'-6- (6061-T6 ALLOY) 4• D(tER10R Mum. ANGLE EA, SNE W/ (2) 3/4.0 TMU BOLTS TO MUN G & (EXPANSLLO LT TZ 1 1/2• ION ANCHOR W/ 6' Yin. EMBEDMENT TO POURED CONCRETE (TYP. TOP & BOTTOM) _ f SECTION XI-X1 W1 n' (END & INTERIOR MULLION) G7 OOR 0 (4/ ORIENTATION 1) (VAJ 3'x311/2'v0'-4' 4•— i 1 1/2' (6061-T6 ALLOY) DaMR gum. ANGLE EA. SIDE V!/ (2) 3!4'0 TH I BOLTS M WON G & 3• ® 1 NNC BOLT TZ Gi EXPANSION ANCHOR EX NSIO Q/8 Or W/ 6' MIn. EMBEDMENT i0 R/8 Or POURED CONCRETE (Typ. TOP k BOTTOM) R'/8 /'1 B• DMOR (w Tap/60ROM) e r SECTION X1-X1 W/ : POURED C01lCiER: KIP(e'� = 3 A=i Ir..7 (END & INTERIOR MULLION) R i I r i, i i a- Wn. TmLx REo'o. (PI/ ORIENTATION H 1) EDGE OF STAB L1 ! I EDGE OE SLAB (8'x4") R APPUCA4LE IF APPLICABLE �• FOR (2) 3/4'e I W1K BOLT TZ BAM1101 IAn. E.D. ���--999 Wn. E0. ANCHORB O INTERIOR MULLION �1 (ORIENTATION /2). ,T' 'N1FAND G Wa E.O. MID, E.D. OR (1) 3/4.0 KVOK BOLT rz XPANSON 1A CE ANCHORS O ENO AND INTERIOR MULLIONS A ©& ® (ORI[(1��TATICN 11 & 82) MO ; ! END MUWON 0 (ORIENTATNIN /2) *? �, 44Ta> •I FLOOR TO CEILING (TRAPPED MOUNTING: MULLIONS (G7 OR SECTIONS W-1 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION SCALE: 1/6' - I' ALTERNATIVE SECTION Xl-XI W/(EbCGi� W 1 NT ON 8 RIO M O (4"x6' n 313'd/2'x0'-S' (6061-76 ALLOY) L3-.311/2'W-11• (6061-T6 ALLOT) gum. ANGLE EA. SIDE W/ 2) 3/4"o Mum, ANGLE Ek SIOE W/ 2) 3/4-C THRU BOLTS TO YUWON & (1) iNRU_ BOLTS TO MULLION & (2) 3/4.0 KWIK BOLT TZ EXPANSION 3/4 0 MIX BOLT TZ EKPANSION ANCHOR V%/ 6' &1 EMBEDMENT TO ANCHOR W/ 6WA. EMBEDMENT TO POURED CONCRETE (TYP, TOP & POURED CONCRETE (T,. TOP & BOTTOM) BOTTOM) (END MULLION ONLY (INTERIOR MULLION ONLY) ALTERNATIVES SECTION X1-Xi W/ (GG' &7/ ORIENTATION N 2) (4"x8" W.W. E D. —(SEE SCHEDULE EDGE OF 9AB1 V AP1 KA?lE� O/8 or- R/8 or F R /8 15 EWE OF s , 14, ED. 7 WPI"LEI­(SEE SCHEDULE Min. ED. 4) ANCHORS — SCHEDULE 11)71 SEE SCHEDULE 01) EDGE- DE m Y ADPWBLE �F(K)RED CONCRETE (rW - 3 M.i Wm.). SEE SCHEOULE /1, @OR G7 5'. (6( Au W/ 001 0/8 or R/8 or R'/8 X1 (((P. TOP/BDOON) W . E.D. sl SCHEDULE RED CONCRETE 3 Rai Mir.). SCHEDULE #L FLOOR TO CEILING ITRAPPED MOUNTING: MULLIONS (G) OR I SECTIONS W 1 EXIFIDOR ALTERNATIVE SECTION X1-X1 W/ ns (ex8' WMIOR MULUON ONLY W/ ORIENTATION IL 2) 4' 3'.3'.1/2'.0'-4' 2" (6061-TG A Oy) /� SIDE IR/ (2) 1%2b 10 3' THRU BOLTS TO MULLION E 1/2• 1 1/2' AiCNO� 21:2 MACYW ©QMFALR) tr b MR tr ALLATIm) tKSES L UODYIm R SHED D1R COVERED Br SDIEDLRE ID fqt NSTADAIIDY USES 4 b k R CO SIRET (Um LOAD. W WGM SpAme AM 9A1 0.5fA mU . H2AVd10! Off I - RE51DIMM 90 COMNERCUL APPL0110.45 WBl1 i= P.W. MABLICU ASD. DM PRcEWE PAT00. Ir-T MAxMUM uMWON vmhs. SEE SOfEONES it k 12 FOR Alllfll . SPECS Imo! Off b - 0.ESODITLu. A0 COMuoi /➢RCAMN F/ 2FDH TILL WTOIIW ASD. DFSOI PRESSURE RAT.'L. W-O' MANIOM MLRLDN SPM:w_ SEE SQWAES 11 k 02 MR MIDRONN SPECS. iLPNAIO(DOE 2 - COMNERM WPUOKTON FOR 2100.0 P.AL MALYMY ASA DEM PRESSURE MOW. W-0' mwm MMLLx2i SPAONG SEE SCNEDIDES 11 k 12 FOR RDDIIIOMI ((SEE SCXEWi E2) 61-T6 Auoh I j SIDE ALTERNATIVE SECTION XI -XI W/ �* n. ANGLE E0. -6i ]. .T(S )TO/MULGONU® l 4'xB' INTERIOR AND END MULLION W ORIENTATION # 1 (4) MCHORS- (SEE sa-iEOULE (4'xB' INTERIOR MUWON ONLY W/ ORIENTATION # 2) YW.1/4•di-8' (6061-T6 ALLOT) Alum. ANGLE EA SIDE W/ 2) 1/2'0 TR3(1 BOLTS M WLIEON V 'EDGE OF SUB G1 E MPUCARLE ((4) ANCHOR$ (SEE SCHEDULE /t) ®QI®IQC' 0 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS SOME 1/8' - I' • SIDE RAIL %D AND BOX NOT SHOWN FOR CLARITY SCHEDULE /1 WSiYl/.nON wB MIW ESS ANCHOR TIDE ! SUE (RP. TCY ! BORWID Y1N. AxWOR �' EWE[ CRT/ML f0 E1.5[3 PEW-0. WORMA21FNM 3/8'0 IMR IK NUS-11 SCPEW tr 3/5'9 PO FAST0IER WEOOS-BDLT A Glt FOR©k 0 (R21URm1) MNMDIS 2 1/Y 5 1/Y W/ ORW.ROA 12. i •' 1/2'0 HIM WC NUS-H SCP k 1/2'0 POWER FASTENER - W ANCHOR FOR a (END tr WIEPoCR) MUWM ]' B' W/ O 1/2'0 Imn W C )MC BOLT TI QWT FOR D tr 0 pmmp W/ NBEMAnM i2) k 0 ( YULON W/ 2 1/2' 5 1/Y AMY1 II). b Y 1/2'F IRDI WC NUS-N SCR tr 1 I PDBTR IFSDIER - BOLT AICMOR FOR O k (1)w M WIEIDOP YMWCN) W/ ORIEJOAM S 1 CW 12. ]' 8' Ines NICK WC RWPt BOtr rz O roR c e mlpo. MUwoN4 w/ OPoEN .a 02) tr (END Ox w/ ] 1/.• 2 I/1• MORAnON 11). D 111Y. MITI WC W -N SCAM M 1/2'F POWER FATiEII@ E- 80.F N✓Of00. SQ NOTE M 564IX0.L�ie' QN WRAIOR WM1WKvW trE•D ]• 8• W/OPoEMATIONSF� OENO2 SCHEDULE /2 INRALN�iMN TN CENE53 AMMWR EFFE & SIZE (M. TOP & 6 MW) DISrANQ REW'W. [YB[DY[xT N01M L b k D .• PiC NMS-x SSPFN k 5/O's FCRW FASIENDI S/eY 1HnBOLT 2 1/2• ] 1/2• F-ICIIM R �11 0 EDGE I 2 CONTINUOUS POUI CONCRETE (rc - 3 Li W) 8' Min. THICK AWD. ©0R G1 0/8 or R/8 or R'/8 CONTINUOUS POURED — CONCRETE (rc - 3 19 Mn) 8" Min. THICK REO'D. 2'xMUWON DEPTHx1/8' Cant. ALUM. "t (TOP & BOTTOM) W/ I/4-ax3/4' Rtv BUILDE% lEK Sp3EW' 6/16'0 TAPCONB %L W! 2 1 ja- rw! r O.Ox0.060. ON.vANIZED sEhl W, EMBEDMENT 0 24' P.c. / WASHER 0 24' ac. END CAP U/8 or R/8 or R'/8 _@D(WALL MOUNTED SHOVa4, MAY BE v At -SO INSTALLED TRAPPED MOUNTED PER SECTION R'-R' ON SHEET 8.) 1 1/2"xt Ij2'x(.062"xCONT. ALUM. ANGLE W/ 1/4"ox3/4' ITW BUILDER TEN SCREWS 0 24' o,c. TO TUBE. 1 1/2- V 11 I/2- (DP. RW/B6f16H) " a'xa•x30'-f0'(6081-TS ALLOT) Alum. ANGLE E.D. -EO ED EA -'a W/ (2'I 3j4'a 7NRU BOLTS TO MULLION & (2) 3/A'0 KWIK BOLT T2 EXPANSION ANCHOR W/ S' Min. EMBEDMENT TO POURED CONCRETE F APPLICABLE WALL, (T)P, TOP & BOTTOM) WALL MOUNTING, MULLIONS n OR (G� POURED CONCRETE WALL SECTION W-2 END & INTERIOR WALL MOUNTED MULLION INSTALLATION SCALE: 1/8' . I- EDGE IF APPLICABLE T----- 7 3f4' Min, E,D. T (f'c - CONCRETE \�`II I I II S" 3 IN; IC Min.) D ' 8" Min, THICK REO'0. \\I 7 3/4' Min. E.5 T m. MU FA E EDGE Yf APpucA6LEJ SECTION X2-X2 W/ n OR QV* (END & INTERIOR MULLION) ,(WI ORIENTATION. # 1) (6`x4" or 8"X4l EDGE IF APPLICABLE 7 3/4- Mira E.D. T POURED CONCRETE (rc - 3 kst Min.) A• E%I0" 8" Mtn. THICK REO'D. �jz' \ �• �OR G 7 3/4- im. F 2' 4'a4-x3/8' ALLOY) 7 (ED61-T6 ALLOY} EOCE IF APPLICABLE NPm. ANGLE to SIOE. ALTERNATIVE SECTION X2-X2 W1(G7 OR 46V (END & INTERIOR MULLION) (w/ ORIENTATION ;8 2) (4"z6" or 4"XB") • SIDE RAIL NOT SHOWN FOR CLARITY I \\\\- 2 7 1/2- M MIN, E.D. 1_ 1 1J4' 3 11/2' 1 CONTINUOUS POUBED� p Min_ JEO. CONCRETE (rc - 3 w Mn) F6' Mn. THICKNESS iQQ REO'D. yn � 2s �It R 6 E Q/e or ; � R/8 or R'/8 z a p- 3� GLAS$ G� 1 s s y \"�2 1/2- Min. E.D 7 1/2' 3 1/4'0,3/4' R'N BUI= TEK SCREW$ 2*WU=N OEPTHx I/8' ConL WIER .D 21' / o.P.MYAW➢D STEEL ALUM. TUBE (TOP & BOTTOM) W/ EDGE IF APPLICABLE 5/16-0 TAPCONS XL W/ 2 1/4' i — Min. EMBEDMENT 0 24' o.e. 1 7 1/2" Mim E.D. T. POURED CONCRETE \ / V, 3 ksT Min.) 4' EXTERIOR — 6' Mn. THICKNESS REO'D. 2 G OR GT a' ENO CAP 2. ] 1/2' Min. E . -©OR G1 ' 4•.4.0/4' (6061-T6 ALLOY) EDGE IF APPLICABLE Num. ANGLE EA SIDE EXTERIOR ALTERNATIVE SECTION X2-X2 W/ n OR CGSIt (INTERIOR MULLION) ® (W/ ORIENTATION 4 21 Q/8 or (4"X6' or 4'X8') R/8 or R'/8 (WALL MOUNTED SHOWN, MAY /-@D BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'-R' ON SHEET 8.) I 1/2-xi 1/2-4.062NCONT. ALUM. ANGLE W/ 1/4'0x3/4' ITW BUILDER TEX SCREWS 0 24' o.o. TO TUBE. MITI 1 1/4• v 11/4• (ttP.lro(BOOGQ 7 1/2' CORINUOUS POURED . L4•a4'41/4'.0'-6'(6061-76 AU." Alum. ANGLE UN. E.O. COtY-RETE (Co - 3-W— ED, o Ek. SDE W/ (2) 1/2•0 THRU BOLTS TO MULLION Y.n) 6' Min. THaelms & (2) 1/2.0 MK BOLT TZ EXPANSION ANCHOR \REUD. \\ W/ J 1/4- Mi . EMBEDMENT TO POURED CONCRETE WALL (M. TOP & BOTTOM). EDGE IF APPLICABLE WALL MOUNTING :MULLIONS n OR M POURED CONCRETE WALL SECTION W-2 0END & INTERIOR WALL MOUNTED MULLION INSTALLATION ILICABLE TO A LIMITED LOAD. MULLION SPAN AND MULLION SPACING INSTALL EDGE IF APPUCABLCI r---- 7 1/2• Mn. ED. -. POURED CONCR PO = J Its; Min.) REO'D. THICKNESS \ EXTERIOR 7 1/2' Min. ED. y 4'x4•.1/4' (6061-T6 ALLOY) um. ANGLE EA. SIDE EDGE R APPLICABLE ALTERNATIVE SECTION X2-X2 W/ 01" O SEE MAXIMUM ©(INTERIOR) & GT (END & INTERIOR) WALL MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES C & ll' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): IEISTALA7ION CASE i - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 it.sJ. 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. INSTALLATION CAS II' - COMMERCIAL APPLICATION FOR ±100.0 F.B.I. MAXIMUM A.S.D. DESIGN PRESSURE RATING, B'-O" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KPRK BOLT TZ ANCHORS. NOT SHOWN FOR CLARITY out?? Tim m Nautilus RTTlfngSn L E C � INC. SERVICES EXPERT SHUTTER SERVICES INC. 18]8 S.N. BrtNW(E SO£Ef IINnP� [IDK«�,MN«a �RttoatT ^�i rt Mut Min. C.D. Min. E:O------- OR (1) 3/s'P mix BCLT IX EXPANSION ANCHORS 0 END MULLION Q (ORIENTATIONS /1 & 02). FOR (2) 3/4'0 KANK BOLT 7 EXPANSION Min, E.D. Min. E.O. ANCHORS 0 INTERIOR MULLION Q (ORIENTATION 02). I POURED CONCRETE II I(rl = 3 kxi Min.) I B' Mtn. THICK REO'0. n I n u u n u i EXISTING CLASS p 1 A Llin z'^ n s� a EITMOR SECTION X3-X3 W/ f (END MULLION ONLY) (W/ ORIENTATION d " (7-x47 u 0'/8 II + 0,/8 a' EXTERIOR G2 II u 1 iJ2' I` 3 i I i/x• It 3 1/2'3 1/2-- r I XT X3 (TTP. TOP(AOT,,)p I (DP. 704/B3iTW) 3'x311/2'x0'-7- (6061-T6 ALLOY) I EO. � EO. W/62)&3/4.0 Mum.THRU ANUS TO MULLION Ii POURED CONCRETE (1) 3/4-0 KINK BOLT TZ EXPANSION 2 n,_,_; (-(t< 3 kAt Wn.) ANCHOR W/ 6• Ifn. EMBEDMENT TO , j ( PHI', THICK REO'D. POURED CONCRETE (ryp. TOP & J/ (END MULLION ONY) (INTERIOR MULLION ONLY) EDGE OF SLABJ ' ' ' ' ` / E p suB ALTERNATIVE SECTIONS X3-X3 W/ �13 F >,°nxeBlE IF d➢RxAflLE (W! ORIENTATION P 2) FOR (2) Sf4'0 KWI% BOLT TZ EXPANSION "' (k-x7-) Min. E.O. I 'Min. &O.--I--gNCN 0 MTEMOR MULLION h. T(, `, (OPoENTAMON J2). +''`'�P` Wj 'SIDE RAIL �D AND BOX NOT SHOWN FOR Mn. E.O. Min. E.D. ,J S'C".'\S1•S•• ✓9 CLARFfY. -FORD 3/4•o K'mK BOLT j2 EXPANSION °•''y • hNCHO S 0 END MULLION Dj FLORIDA BUILDING CODE (Non HpD Yeixily Hseicone Zare) (ORIENTATIONS @1 & /2). f rN0.44107 I, oxsn %TECC M FLOOR TO CEILING/ TRAPPED MOUNTING: MULLION G7 k' *= Nautilus ^�' � ROHXnglAetterSynfom aMx./n SECTION W-3 o �� (L� wn D' q^y T� n UM Tcmne a ImOmilAm's COAPA" EXPERT SHUTTER SERVICES INC. ?� •.. .'%("}�LITT °�na.. x eUUP .' tsaL`Pr.-YVUf°0 PORT V. ur'u sisw 17-244 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' ,s/ONAL`��,a'L G°�; " aNRnAT, A. at, 91Qi 12 R]S SCALE., 1/6' = 1 P.E. SEALL/5 NATURE/PALE Roww 4v n'te> . Mil E.D. EDGE OF SLAB (SEE SCHEDULE IF AP?DCMLE 7 J Uh E.D- SCHEDULE 61)-IEOGE OF SLAB If ARPLICA6LE u y n POURED CONCRETE (6061-T6 ALLOY) (1'c • 3 W Min.), Aum. ANGLE FA. SIDE SEE SCHEDULE III. W/ (2) 1/2.0 THRU BOPS TO MUWON ® 3- u EXSns � i-E)lIERiOR CUS c✓ss „ I r G3 11/2' Mtn. G3 i 1/2' p I FXIQiIDR (4) ANCHORS — (SEE SCHEDULE 01) 3i w �� ® o? ALTERNATIVE SECTION X3-X3 W/ OGA Q./BW Q1/8 ORIENTATION < 2 � r ' (2'X7' INTERIOR MULLION ONLY) 3€ SIDE RAIL l;Oj AND BOX NOT SHOWN ¢ POR CLARITY. EDGE OF SIA!' V ARLIGHLEI Min. E.D. —(SEE SCHEDU_E POURED CONCRETE (Ti, = 3 k; SEE SCHEDULE J% I EOFF 0[ SLeB 6 AOPLIFA$E SCHEDULE (1 FLOOR TO CEILING /TRAPPED MOUNTING: MULLIONS G3 SECTION W-3 0 INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS SULL: I/v - v Tk4o SEE MAXIMUM © (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE ib' FOR INSTALLATION CASES I, Is & 11 ON SHEET 25. (LIMITED LOAD, MUWON SPACING AND SPAN INSTALLATION): INSTALLATION CASE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. INSTALLATION CASE Ia - RESIDENTIAL AND COMMERCIAL APPLICATION W/ ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, B'-O' MAXIMUM MUWON SPACING. SEE SCHEDULE ¢1 FOR ADDITIONAL SPECS. DWALLATION CASE 11 - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING. 8'-0" MAXIMUM MULLION SPACING. SEE SCHEDULE /1 INSTALLATION MD. SLAB THICKNESS ANCHOR WIFE & SIZE MIN. ANCHOR MIN, EDGE DI TN CASES REO'D. (73P TOP & BOTTOM) EMBEDMENT ANCE CHOR 3/8-0 HILTI INC HUS-H 1 4- SCREW 3/8'0 POWER FASTENER 2 1/2' 5 1/2- WEDGE- BOLT ANCHOR to 4- INC KWIK 2 1/2' 5 1/2- B LT rzILTI 0 6- HILT INC WIN 3 1/4- T 1/2- BOLT EDGE W APPLICABLE 2"xMUU104 DEPMxi/B' Cont. \ �� \ ALUM. WEE(TO W% & BOTTOM) SCFE7NS - / 1/4bJ/4' RN SUIIDEM TEK 2 1/6" \ 1' W/ O.Dt0.060• GALVAMZED STEEL IM. EMBEDMENT 0 24' O.c. WA Vt 0 24' n.c. ] } /4' Min. ED }_N �C IN. E. I 1; EDGE IF APPUGBLE� ] 3/4'KC�. E.D. CONTINUOUS _ 10 CRETE(POURED ]" CONCRETE (K =Ski Nr,) \ 8- Mun. THICK REO'D. POURED CONCRETE END CAP 8' Min. THICK REO'D. ] 3/4_ NOTCH a CONTINUOUS POURED CONCRETE (fe = 3 k4 MO) . 8- Min. MICK REO'D. )n. TOPjA001I) I 1 1/2- T- 7 3/4" (WBE MOUNTED MOUNTED SHOWN, MAY D ALSO INSTALLED TRAPPED tAY PER SECTION O'-O' ON SHEET 8.) EXILTDOR 1 1 /2-x1 1/2-x0.062-xCONL ALUM. ANGLE W/ 1/4"00/4' ITW BUILOEX TEK SCREWS ® 24" oxe TO TUBE. 1 1/2' 1 1/2- 1 M.i�/BOnOk) ` Ek SIDE W( (2) 3/4-0 PIT & (2) 3/4 0 K"K BOLT TZ W/ 5' Min. EMBEDMENT TO EDGE IF APPLICABLE WALL (M. TOP & BOTTOM, WALL MOUNTING: MULLION �a2% POURED CONCRETE WALL SECTION V" END & INTERIOR WALL MOUNTED MULLION INSTALLA SGtE vB" - r p. Tk j ] 3/4' Min. P D. N 8'.4 .3/B" (6061-T6 ALLOT) um. ANGLE EA SOE EDGE IF APPUCABLE- SECTION X4-X4 W/ G7 i (END & INTERIOR MULLION) W/ ORIENTATION P 2) (4'0") • SIDE RAIL@ NOT SHOWN FOR CLARITY Camara [1 3 NnM CONTINUOUS POURED-�_ CCiN'CmE (re - 3 Mi Mn) z 8" Man. THICKNM REVD. rn iLo O � ENt6RBC a� cuss wS x O_Yn �W i� \.2 1/2' Min. ED 4 3/8" Dr. El 21MUWON DEPTHO/8' Cont, 'ALUM. TUBE (TOP & BOTTOM) W/ 5/16.0 TAPDONS XL W/ 2 1/4' Min, EMBEDMENT 0 24' o.c. / BUILDER TEK WROAS A' LAt.vmm svE O.c. (WALL MOUNTED SHOWN, MAY BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION 0'-0' ON SHEET 8.) DMOR 1 1/2'xt 1/2'xO.062'xCONT. ALUM. ANGLE W/ 1/4'0x3/4" ITW BUILDER TEK SCREWS 0 24' O.c.. TO TUBE, 4 3/e' ' �(2) 3/8'0 MIN BOLT T2 EXPANSION ANCHOR LAIN. E.D. W/ 2'/�Mvinn. EMBEDMENT TO POURED CONCRETE WALL. (1YP. TOP & BOTTOM). EDGE IF APPUCABLE\ CONTINUOUS POURED l— CONCRETE (Ye - 3 W MI,,) 8" MCK THICKNESS WVD. WALL MOUNTING : MULLION Q'i3 POURED CONCRETE WALL SECTION W4 0 INTERIOR WALL MOUNTED MULLION INSTALLATION APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS SCALE: I/8`= r EDGE IF APPLICABLE) 4 3/8' CONTINUOUS POURED CONCRETE (Ye e 3 kd. B" mm TIKKNESS REOG, 4 3/8" EDGE IF APPUCABLE�/ SECTION X444 W/ a3 ; (INTERIOR MULLION) fW/ ORIENTATION k 2) (2'x7") SEE MAXIMUM © (INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 26' FOR INSTALLATION CASES Y & If ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): RS?NIATION CASE C - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITM t60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-V MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INSTALLATION CASE V - COMMERCIAL. APPLICATION FOR tT00.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC XWIK BOLT TZ ANCHORS. STEP 1: OBTAIN JOB SITE'S A.S.D. DESIGN PRESSURE RATING (P.S.i.) FOR THE OPENING AND DESIRED SLAT SPAN 1• IS) TO PROTECT IT (SEE GENERAL NOTE R2, SHEET 1G STEP 2: ENTER TO CHARTS (Is, Ib & lb`�THRU IC ON SHEET ISTO DETERMINE, BASED ON AN VY SLAT SUP 0n)), ANCH R TYPE AT SID RAILS; A.S.D. DESIGN PRESSURE RATING (9.91): THE REQUIRED 81A7(SLAT SPAN "L•R. THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION: • ENTER A.S.D. DESIGN PRESSURE RATING: SEE STEP (1) ABOVE. • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: LN THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 12'SLAT SUP MAY BE USED, FOR A GIVEN AS.O. DESIGN PRESSURE RATING. • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART lc: PROVIDES SEPARATION TO GLASS FOR PRODUCTS W/O OR Wl STORM BARS (SEE STEP 4). STEP 4: IF PRODUCT INSTALLATION INCLUDES STORM BARS, MULLIONS R STORM BARS & MULLIONS. THE FOLLOWING MANDATORY ADDITIONAL PROCEOURESARE APPLICABLE. PROCEDURE 4a: IF STORM BARS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON CHART lc, ON SHEET IS, IT SHALL BE MEASURED FROM BACKOFSATS TO GLASS. 2. ENTER TABLE ION SHEET 22 W/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. PROCEDURE 4b: IF MULLIONS ARE USED BUT W10 STORM BARS 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL BEBASEDONCRART Ic ONSHEETIS. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. ORIENTATION. 3. SEE SHEETS 10. 10A, 11, 11A, 12. 12A 13 813A FOR REQUIRED MULLION CONNECTION DETAILS AT CONCRETE FOR FOR FLOOR TO CEILING ON TYPE (��EDJ�OgVj�@LL MOUNTINGS Of MULLIONS INTO 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 BE BASED ON CHART lc. ON SHEET 15, IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE 1 ON SHEET 22 WlAS.O. DESIGN LOAD AND STORM BAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3 ON SHEET 23. WITH A.S.D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP 4, ENTER SCHEDULES to THRU 2cON SHEETS 24.25 &2& W)A.S.D. DESIGN PRESSURE RATING: MAXIMUM MULLION SPACING (MAX., 12', V OR 7). AND DETERMINE MAXIMUM MULLION SPAN (HEIGHT) WIALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN (`Ov.i�•®:&v' }, MULLION TYPE B MULLION ORIENTATION. 5. SEE SHEETS 10, 10A, 11, 11A, 12, 12A, 13'&13A FOR MULLION CONNECTION DETAILS AT TOP 8 BOTTOM FOR FLOOR TO COUNNG.QRAPPED)QRDUALL MOUNTINGS OF MUWONS INTO CONCRETE FOR A GIVEN MULLION TYPE( '��6ff aa�7&G��+33 I. PROCEDURE PER STEPS 1 THRU 315 SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES. SEE SHEETS20 &21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. FLDRiOA ff. ri . SLAT PERFORMANCE CHARTS Ia. Ib, Ib' & IC: (ONLY VALID FOR 1/2" SLIP) FOR A GIVEN A.S.O. DESIGN PRESSURE RATING(p.9.), PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS WlOR W!O CHART Ia CHART Ib CHART Ib' CHART IC USE WIXISAM4AIDE tam USE MOMIUM POSITIVE A.S.D. UAI) VA10E 3/8"0 KWIK BOLT 3 ANCHOR POURED CONCR 5)1(ro TPMCHOR 5116"D TAPCON XL ANCHOR m CNpM rum Cal wnuRtO mOCK MAIL A.S.D. DRESSUICN RI RATING MA�X1��S��LAT SPAN LMW (FT) WAl ]PIPPED BI[t0-M amD-M MWN7 WIX1f IJQONT Wj* AOMNr W/® MY r * m xT0 } a�9x}tl��j 4d NOfER ♦ SLAT SP 'LMAT.' TO WIJL uwIpm B�u9tUDM-nur elmD-IXrt IK1R0 4OJ10 41i M MW/EQ YZ FgIFB ry SiL HORS t t f6 M]I[6 t MAX SAT SPAN 'LMAX' (FT) wN1 iPIPPm &¢D-aVl YOIMf Itdpl M,{6N0� YWM W/CF SR NCI[9 Y srd N029 t 1M�1D } 5[61AtG4 t REQUIRED MIN, SEPARATION TO GLASS MEASURED TO BACK OF SLAT (in) W o SD,91 BAI6 W STORM BARS 1_3. Old) ZONES E 0 ,3 WWD4ZONE 30.0 20 -0' IT-4' 20'-0" 20'-0' 20'-0' 15'-4' 20'-O' 18'-0' 20'-0' I6'-4' f8'-0" 15'-8' 1" 6" 7' 35.0 20'-0' IV-3' 20"-0' 18'-0" 2W-C' 15'-0" 19'-6' 16'-3" 20'-0' 15'-0' 16'-3' 14'-0" 1' 8' 7" 40.0 20'-0' 15'-2' 19'-7" 16'-8' 20'-0' 14'-5 17'-4' 14'-10' 18'-11' 14'-5' 14'-IV 12'-9' 1. 6' 7' 45A 20'-0' 15'-0' 1$'-0' IW-3' 20'-0' 14-2' 16'-0' 13'-9' 17'-4' 14'-2' 13'-9' 12'-0' 1' I 6' 7' 50.0 20'-0' 14'-t0' IV-9" 14'-2' 19'-i' 15-1' 14'-10' 12'-f0' t6'-2' 1]'-i' 12'-9' IV-0' t' 6' Y SS.O 20'-0' IC-8' f5'-8' 13-4' 17'-9' f2'-4' 13'-11, 12'-f' I8'-0' 12'-4' 12'-0' 10'-8" 1 6' ]' BOA 19'-5' t3'-9' le -a- 12'-7' 16'-9' IJ'-Y n'-5' 14'-p• 11'-B' t1'-C 10'-0' f' ' 6' T SSA 18'-P 12'-11' 13'-il' U'-Ii' 15'-9' 11'-0' 12'-S' 1p'-11' f3'-4' it'-0" f0'-f0' 9'-6' 1' 8" 7" 70A 1]'-4' 12'-1" IS-3" 1V-4' 15,-0, 10'-8' 11'-10" 10'-4' 12'-0" iQ-6' f0'-4' W-0' 1' '. 6' ]" 75.0 16'-6" 1V-7' I2'-7' 10'-10' 14'-3' 10'-0' fi'-C 12'-0' IW-0' T-1p' 8'-10' 1' 13 1 2' TI T B0.0 15'-9' 11.-0. 12'-0' 10'-5' t3'-]' 9'-5" 10'-t0'11'-0' 9'^b' 9'-3' B'-6" 1' IS' 8" T 15'-0' _ tp'-fi' 11'-T f0'-0' 9'-3' 10'-5' 11_2' 9'-3' 9'-0' 0 1' 13'90A /4'-2" 10'-1' 1P-2' 9'-8' 12'-6" e'-10' 'ip'A' lo'-9' 8'-tp' 8'-f0' 8'-0' t" 12 1 2' -6' T' 85.0 f3'-5'8'-B' IO'-9' 9'-4' 12'-6" 8'-5' 9'-9' 10'-4' B'-5' 8'-8' 7'+9' 1' 12 1 2' 6' ]' 100.0 12'-9" 9'-4' f0'-9 W-1'''8'-4' T-5' q-7 fo'-D' 8'-4" S-3' T-6' t'12' e' 7" 105.0 fY-2' 9'-0' IV-1' B'-9" I1'-8 A'-o" 9'-2' 9'-6' 8'-o" e'-0']'-P 1' 1f 1/z' 6' Y INLO 11'-]' 8'-B' 9'-9' e'-5' 10'-11' T'-10' 8'-10• V-3' 7'-10' T-9' V-2' 1'1f 1/2' $'7' 115.0 f1-1" 8'-5' 9'-6' 8'-4' t0'-T T-B' 8'-B' 9'-0' ]'-8' ]'-8' T-0' 1' 11 1 T 6' 7" 12D0 10-8' 8'-1' 9'-3' W-2' 10'-3' 7'-5' 8'-5" 8'-II* ]'-5' 7'-5' W-10' 1' il" 6' T1250 10'-2' 7'-9' 9'-0" T-11' 10'-O' T-2• W-2' 8'-a' 7'-2' 7'-Y 6'-8" 1" 11' 8" ]130M 9'-10' .�77-6" $'-e' 7'-9' V-9' 7-0 $'-0' B'-S" T-0' 7'-2 B'-6' 1' 10 1 T 6' 7 135A W-5' T-2' 8'-6' T-T 9'-6' 6'-10' ]'-10' 7'-1` B'-2' 6'-10' 7'-0' 6'-5' 1' 10 1(2' 140.D 9'-1' ]'-5' 9'-1' - T-B" 6'-11, 8'•-0' - 1' 10 1/2' 8' T' 145M 8'-10' _ e'-2' 7'-3" W-10' 7'-8' - T-10" -1" 10' 6" 7- B'-6' 8'-0' T-Z' $'-b' T-4' - ]'-9' MR 1' a' 8' 7' 155.0 $'-3' 7'-ip" ]'-0' e'-3' 7-2 ]''>" t' 10' B'T160.0 8'- ' T-8' 6'-10' W-0' - T-t' - ]'-5' - Y 10" 8' )• * NOffi_ 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS n';'r/. ANCHOR SPACING SCHEDULES ON SHEETS 17 k 18 INDICATE THAT p AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONOING SLAT 14 SPAN AND A.S.D. DESIGN PRESSURE RATING. A++,,.• \(1'_p�.,. ✓„0 , FLORIDA BURDINC 2. REOUIRES S1DE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/8.0 KWIK BOLT 3 ANCHOR OR 5/16'a TAPCON XL ANCHOR, INTO POURED CONCRETE OR GROUT FI D CELL CONCRETE BLOCK, OR WITH 1/4"0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR WALL MOUNTED, TRAPPED MOUNTED, AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY UNEAR INTERPOLATION BETWEEN ENO VALUES. WALL MOUNT SPAN RANGE DESIGNSLAT M�TE10� mm (0+ 0'-4' t > 4'-5' t > 5'-8' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-IW t > 16'-20' t s 30.0 9' 9' 9' 9' 9' S. 9' 9' >31-40 9' 9' 9' 9' 9' 9' 9' 8' >41-60 9' 9' 9' 9' 9' 9' 7' 5 5/8' >61-80 9' 9 9' 9' 8' 5 5/6' 5 5/8' >91-105 9' 9. 9' 9' 6 1/2" 5 5/8' >106-120 9' 9. 9' B' 6' >121-140 9' 9' 9' 8' 7'- - >141-160 9' 9' 9'1 7' 7' I- TRAPPED MOUNT � SLAT SPAN RANGE DESIGN PMANG URGE (Di 0'-4' t > 4'-6' t > 5'-6' t > 6'-7' t > 7'-0' t > 9'-12' t > 12'-16' t > 16'-20' t s 30.9 9' 9' 8' 9' 9' 9' 9' - >31-40 9' 9' 9' 9' 9' 9' 9' >41-60 9' 9' 9' S. S. 9' 7 1/2' - - - >91-lay 9' 9' 8' - - - 1106-120 9' 9. 8 1/2' 8' - - - >121-140 9' 9' 9' T - - - - >141-1eo 9' 6' BUILD -OUT MOUNT SLAT ~SPAN [o] t N: MAX. SLAT SPAN FOR A GNEN AS.D. DESIGN PRESSURE RATING SHALL NEAR EXCEED MAX, SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. SLAT SPAN RANGE DESIGN P(8E 0'-4' t > 4'-5' t > s'-6' t > 6'-7' t > T-9' t > 9'-12'' t > 12'-16' t > 16'-29' t G�E(0.w E E E E E E E E E E E E E E s 30.0 9' 9' 9' 9' 9' 9' S. 9' 9' 9' 9' 9" S. 9' 9' 9' 9" 9' 9' 9' 7 3/4 7' 7' 5 5/8 >31-40 9' 9' 9' 9' S. 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 7' 7' 6' 5 5/8' 5 5/8' 5 5/8 >41-60 9' 9' 9' 9' 9' 8' 9' 9' 9' 9' 9' 9. 9' 9' 7 1/2 7 1/2 6' 5 5/8 5 5/8' 5 5/8 5 5/8' 5 5/8' >61-60 9' 9' 9. 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 7' 5 5/8' 5 SI8' 5 5/e 5 5/8 5 5/B' >s1-105 9' 9' S. 9' 9' 9' 9' 9' 9' 8' 8' 6 I/2 6 3/4' 6 3/4' 5 5/8 5 5/8 5 5/e 5 5/6 >106-120 9' 9' 9' 9' 9' 9' 9' 9' 8' 8' 8' 6 1/2 6' 6' 5 5/8 5 5/8 5 5/6' - - - - - - - >121-140 9' 9' 9' 9' 9' 7 1/2 8" 8' 6 1/2 8' 8' 6' 5 5/8' 5 5/9' 5 5/6 >tt1-160 9' 9' 9' B' 8' 6' 7' 7' 5 5/8 6 3 4' 6 3 4' 5 5 8 5 5/8' WALLMOUNT 4u SLAT SPAN RANGE ®a exw6(4 6 G'-t' 1 Y 4'-5' T > 5'-6' 1 > 6'-71 > 7-9' 1 > 8'-12' 1 > 12'-f 6' 1 Y 16'-20' 1 s 3D.0 8' 8' e' 8' e` 8' 7 1/2' 5 1/2' >31-a0 8" 8' 6' e` 6` 8" S. 4' >al-e0 8` 8' e' 8' 6. 4" 3 3/4" >61-6D 8' b' S. 6' 7' 4 1/2' 3 3/4- - >81-106 S. 8" 8' 6 1/2' 5` 3 3/4' 3 3/4- >108-1F0 8" 8' 8` 5 1/2- 4 1/2' 3 3/4' >121-140 8" 7 i/2' 6` 4 1/2' 4- 3 3/4' na-leD B' 6' 5. 4' 4' TRAPPED MOUNT ,." SLAT SPAN RANGE a6vax aRessV¢ tcan0 rtw4 0'-C t > i'-S' 1 > 5'-6' t > 5'-7't > 71-8' 1 > 6'-12''1 > 12'-16' f o 16'-29' 1 s J0.0 3010 fi' 6' 6" 6' 6` 6` 6' 5 1/2' >31-40 6" 6' 6" 6. 6. 5 1/2- 4 1/2' >41-60 6` 6'1. 1.5 1/2` 4- 4- 5' 6' 6• 6' 4- - r61-1 6' 6' fi' 6` 4 3/4" 3 3/4' 3 3/4' - - >t2t-U6 6 5" 6' S 3/4' 4" 3 3/4- 3 3/4' >1N-t8o b' S. 5' 3 3/4. 3 3/4- - LLLT-i72j/illIP.11 SLAT r--SPAN---' o] tmm MAX. SLAT SPAN FOR A GIVEN A.S.D. DESIGN LOAD SHALL NEYEH EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. Asa SLAT SPAN RANGE q® 9'-4' t > 4'-5' 1 > 6'-6' 1 > 6'-7' 1 > 7'-6' t > 6'-12' t > 12'-18' t > i6'-29' t a +ufw0 E E E E E E E Ej6V6" E s 3 o 6' 6' 6" 6' 6` 6' 6' 6' 6" 6' 6' 6" 6' 6' 6' 6' 5 1/2' 5 1/2' 4 1/2">31-a0 6` 6' 6' 6"6.6' 6' 6' 6"`6''`6' 6'6' 4` 4' 3 3/4' >41-60 6' 6'6"8".6"6" 6'6' 6'6" 6"6'6'6' 5' 4" 3 3 4` 3 3/4' 3. 3/4'>81-e0 6' 6"6' 6- 6" 6' 6' 6' S 1/2 6' 6' S' 5'5' 4' 3 3J4' 13/4' 3 3/4'>61-165 :3/4- 6'8'6" 6" 6' 6` 6" 6' 5 3/4 4 1/2 4 1/2' 3 3/4 3 3/4' 3 3/4` 3 3/4" 3 3J4- 6' fi" 6' 8' 6' S 1J2 S 3 4 S 3 4 4 1/2 4 1/2 4 1/2 3 3/4 3 3/4' 3 3/4' 3 1/4'6' 6" 6- 5' 5' 4" 4 3/4' 4 3/4 3 1/4 4 1 2 41 2 3 3/4 3 3/4- 3/A:.._ _>141-160 - - - 6' 6"5' 4 1/2' 4 1/2' 3 3/4 4' 4' 4" 4" 3 3/4P C1: WALL MOUNT OE7 A�D. PATM RMtCE i0+t.) SLAT SPA! RANGE 0'-4' t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-9' t > B'-12' t > 12'-16' t > 16'-20' t s 30.0 8' 8" 8' 8" 6' B. B. 4 1 2' >31-40 0' 8' 0' 8' 8' 7" 4 1/2' — >41—BO S. 8' 8" 8' 8' 4 1/2' — — >at—W 8" 6' 7 1/2 7• 5 1/2' — >et—f03 8' 6' 7 1/2' S' 4" — — — >t06—t20 B" 7 1/2' 6' 4' — — — — >im-140 8' 6' S' — — — — >K1-160 7' S" 4' — TRAPPED MOUNT MAX. ASD DOSIGN PRESS=0'-4' RANGE (w.fj SLAT SPAN RANGE t > 4'-5 t > 5-6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16' t > 16'-20' t 13010 6' S. 6' 6" 6' 6" 6" - >31-40 6' 6' 6' 6" 6' 6' 4 1/2' >41-66 6' 6" 6' 6' 6' 4 1/2" >61-W 6' 6' 6' 6' S' 4 1/2" - >et—lGs 6' 6' 6' 4 1/2' 4 1/2' _ - — >106-120 6' 6' S 1/2" C 4 1/2' — — 1121-140 6' S' 4 1/2' 3 3/4" — >u1-t6o 6' S' BUILD -OUT MOUNT SLAT rSPAN--' C�7 tam MAX. SLAT SPAN FOR A GNEN A.S.D. DESIGN PRESSURE RATING SRALL NEVER EXCEED MAIL SIAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. SLAT SPAN RANGE P� 0'-4' t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-B' t > 9'-1Y t > 12'-18' t > 16'-20' t 8A66E (1,) E E E E E E E E E E E s 30.0 6' 6* 6' 6' 6' 6" 6" 6" 6" 6' 6" 6' 6' 6" 6' 6" 5 1/2' 4' 4 1/2" — — — — »1-40 6' 6. 6" 6" 6" 6' S. S. 6' 6' 6" 6. 6' 6" 6' S 1/2' S' 4" —ma — >41-60 6' 6"6' 6' 6"6' S 1/2' S 1/2" 6' 6'6' 6' 6" 5 1/2' 4 1/2 — — >6t-90 6'6' 6'6' 6" 5 1/2 5 1/2 5 1/2 4 1/2 5" 5' 4' 4'4'— — — >91-105 6' 6' 6'6' 6' S 1/2 5 1/2 5 1/2 4 1/2 3 3/4' 3 3/4 — — — — >106-120 6'6'6" 5 1/2 5 1/2 4 1/2 4 1/2 4 1/2 3 3/4 — — — — — —— — >121-14B 6' 6' S 1/2 4" 4' 3 3 4 3 3 a' — — >N1-1B0 5' S' 4' _ _ _ ______ _ 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 BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) ~SPAN SLAT *NOTE: SLAT SPAN DEFINITION ITSHALLEETHERESPON YTRATOFTHECOMPACTOROR TOYERIFVTNATEXISTING IS PERIGN SINPOUNDS PER NPOUNS DTOS IN DESIGNEDTO SUPPORT BOTH JAMBS. UNIT HEIGHTTBOIN HSSOFSHUTTER &VyVALU SEEiHISSNEET WRVwBVyVALUES. Vy SIDE RAIL . 'ER A. il(V'- Vy �p JCENS�c �9 ? RORron eunnwG CODE (Non High Velocly Hurricane Zae) No.44167 °. cmnmRnnc Nautilus vY=�S \ 1L E C O IMc. iERVIC plj /11 --c9 e e _ ;? T. Um.o a c+owR9o.c • ten](' UTTER S EXPERT SHUTTER SERVICES INC. e. xt/ryw \ sa �n n urea - f!� \\ 'v :1>AWi .le:tWM,-,n, C�`i � t W�ccOad.sem 16ss S.M, earuonc SV W PoM Sf. WCQ•.. M1 ]\9B\ noC (mol iro-9YA . fw4-T nr-eew 1 T-244 auwwc M. I\\f �l�`�I { P.E. $Ef�✓514N(Il7R /E wRb w rn f a. 61 ROFO\ Uc. / u16i , Y�nr � 91R1 19 nt16 MAXIMUM SLAT SPAN RANGE ' A.S.D. DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (Ps() Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy s 30.0 10 60 70 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290 150 180 509 210 706 270 1266 360 1962 480 2553 582 >61-80 10 160 616 200 4796 2801007 360 1695 480 2422 600 2547 596 >87-105 123 210 550 263315 r94 1142 368 1372 473 2009 597 2492 638— >106-120 313 240728 300 360 1345 420 1587 540 2112 640>127-740 552 280 960 350 420 1612 490 1869 630 2039 635 — — — — >147-160 781 320 1186 400 1322 480 1873 560 1740 640 — — — — — — SLAT PERFORMANCE CI4ART IbI & ICI (ONLYVALID FOR W'SLIP) SLAT PERFORMANCE CHART IIbS SC IICI:.(ONLY VALID FOR I/4'SLIPI FORA6'1VENMN]MUMADD.OE8IGNPRESSURERATMOTP.14ANOGNUTTERMOUHTCONDITIONFOR FdtAGIVEN MPXUNMAS.0.0ESI0N PRESSURE RYTING {PNANDSINITER MOUNTCONDRION FOR ttiSTdLLAtiDN4 WD 6TONA B4RSPERDETAR28ELOW YNSTPINTION3 WDSTORMBABSPERTNTArt2®FLOW CHART IbI USE y � CHART ICI CHART Ilbi USEW/ CHART RC1 OS WAIN YYI[ ®Imi f0.911W WD ImOMA3D Ibd ASu MIND VALUE t$ WAIY w11C HINDI PXZOR wD 16tI6S ASD: IDD IDID YNDD ' 6NBS3 TAPCON XL ANCHOR MIN. SLAT SPAN ' I. IN) Li6'OTAFCONXLANCHOR MD), SIAT SPAR 'LLWN.'-FlQWRED (R) w�""I MAX. SAT SPAN 'um" 00 REQUIRED IWL SEP/AATION TO VASE WFJu6D ro Bra of S fm) MAIN omOf RMURED MAX. SLAT SPIN 'LMAx• (D) MN. SFPARX IDN TO OUSS NILVL®ro era a QUIT f ) pM mIVIL '% Irma P+%�OEEw/J--ul �.�y w 0 5)diM BW6 NE RpFD (T�7F3'�3' I M ACKE, M D/ WIOA wag w/ +Pma � ° W 0 STORM SViS w8N SOHES t-] MNP TDNE ♦ 'YAW ZONES fy waD TONE 4 30.0 • Io'-o• ID' e'-r r e t z ]OA • a-s F-r s'-3' 7'a' 1' 350 •• To'-0• f0-0' T-9' t' e t z' 35.0 • 7'-9' T-9" T-9" 7-J'10•' ]'S" P 8 1 IO.Dr T'-0' T-0" }'-0' I'-0"Y46.0 r NY-0' t0'-T ]'-T Y 81 4R0 r T-4' >'-♦' >'-tr' 8'-9' Y B t e"50.0 ••• f0'-0" 0'-0' ]'-O' 1' 1 2' 6DA r T-0' ]'-J" T-3' 6'-a' 1' S 1/8"66.0 r 10'-0" 10'-0" 8'-9" Y 8 1 2" SeA r T-]' T-J• 7'-Y W-♦' 1"9 18' 6 o r 10'-O" IO'-0" 6'-9" Y 0 f T' 80.0 r >'-]' T-J' Y-0' 8'-2' t' e 1 e" SLAT PERFORMANCE CHART MI: (ONLY VALID FOR T/6' SLIP) FOR AGNENMAO']MU, ABD DESIGN PRESSURE RATING (P.YO AND SHUTTER MOUNT CONDITION FOR INSTAUATgNS4AO STONA BARSP£ROETAR2 BELM4 CHART IIIbi an°/ CHART MCI UC WV W WI[ HI®i P491M ND NWMA£0 WO IbE WdNY PODIM ASA m1D MUSE SI16•OTAPCONXLANCHOR WIN. SIAT SPAN 'LWN.' (R) MAXSAT SPAR (FT) REQUIREDMR SEPARATION ro GUSS IDSIHD To III OF Fur 0) RADIG 1DDVWF Ors wma WeOaAr/ r�dt3( IPme OnO-0atr/ 61B3 to lPma ya�y W SfORIT &ITS SO N wm0 NG Ta wM0 ZOHE 4 8 IV 35.0 r T-2' ]'-T' }'_Z' 6'-a" i" B 1 8' 45.0 Y-9" 1"a B 1 Ile DETAIL 2(ELEVATION) SLAT PERFORMANCE CHART IV' (LESS THAN I/$' SLIP) FORAONEN A6O DESIGN LOAD IF 0, SHUTTER MOUNT CONDITION MCLUDING ANCHOR TYPE AND FOR INSTALLATIONS Mm STORM BAR$ PER DETAILS BROW SAVO TAPCON XL ANCHOR lMEAND M N M ASA tp•D AMD, LEAD VA= MAX. SLAT M SLAT uYm IYL aAwLLmf SPAN m DESIGN tmW �I� �S.�PAN •LWMT'I•rpY¢ vr�u3m�)To o a :�DRG4Vt w S10NI BASS ro (Pet) 1p�Nfy wqM j( U-0 MAD TONE sa IPIA a GA. A. I-3 10.0 r fi•_D• 3•_P• NAX[MUMA.B.D. DESIGN LOAD VS WOOD GRADE SCHEDULE, • VALID FOR Od%i/5-F6337U)N (0�46) WHEN PIE j2 (G 1155) L_, Lt� s;R10E HtE-Fp-9D) (fkO.76) r VALID FOR D UINDIN RE 12 I (tQW 50.D16RN PRE /z (f;•a55j SLAT SPAN DEFINITION •'• LNA FOR SOUTHERN N INSTALLATION INTO WOODFRAME STRUCTURES` No. 44167 •,._ AND O STUBS E P£mnD) I 16E IWTAY PND RNIDI i091M DD I[GiAtA3A IDO WDwn[ WX. Sld SPAY PAN. AR svx W' L6.UT ro ASW1O""tn. Deml 'UMYY• {R) em� W000 GRADE wt yWo-y Im91i-aR w 0 SIM RABBIYAID w9urt WNSR r ` r4m mNES wD mN IPI° I04a 1-3 SOUDD 14 PINE 12 (G-0.55) 60. 4'-5" C-C' W-W DOUSAS-RR-SOUTH (W0.46) 60 1-5" C-S UCE PRE-PE-SN((0-0.36 60 4'-V 4'-8" yAT 'LAT SPAN DEFIRMON 3 DETAIL) (ELEVATION) 1. ABWE INDICATED MAX. SIAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INOICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. 1: WOOD FRAME WALL TO 87 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". Nautilus XolWgS6r0ar6y4lOm L E C � IND. EXPERT SHUNTER SERVICES INC. 1626 5.P, MWORE STREET nag a cealNrzRlNac9N..II. sL. zu xn ww rmui,.rt uu• DRO'N. T 17-244 MArdG wa ZNNT m w n WALL MOUNT & BUILD -OUT MOUNT TO 2"x4" WOOD STUD (SEE DETAIL 1 ON SHEET 20) WOOD GRADE SIA Spm RNRE 1s.0 D-V to 4'-V r SOUTHERN PINE g2 (G=0.55) 5 30.0 6. 40 6' 50 6" 60 6' DOUGLlS-FIR-SOUTH (G=0.46) s 30.0 6' 40 6- SPRUCE PINE -FIR -SOUTH G=0.36 5 30.0 6' WALL MOUNT TO 2"x6" WOOD STUD WITH MINIMUM V2" PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADE SLAT SPAN RANGE 45aomw 4mo wxcc W7 D'to f >4 m5">Ste6 >6 for S>T tc9->U to IQ' SOUTHERN PINE #2 (G=0.55) s 30.0 6' 6- 6- 6' 6- 6" 40 6" B. 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" DOUGLA4-FIR-SOUTH (G=0.46) 5 30.0 6" 6' 6' 5' 6' 6" 40 6' 6" 6- 5 1/4' 5 1 4' 4 Ile SPRUCE PINE-FlR-S09TH G=0.36 s 50.0 6' 6' 6" 6" 6' 5 1/4' BUILD -OUT MOUNT TO V 6" WOOD STUD WITH MINIMUM 1/2" PLYWOOD {SEE DETAIL 2 ON SHEET 201 WOOD GRADE SLAT SPAN D-4' > 4'-6' ' > 5- r RANGE > 6 7' > 1-9 > 6'-10' " wwa fM won wort • wort • wort r wwr • Overt • wm . wort • wwr ♦ E wort • e wwr • wwr s 30.0 6- 6- 6- 6- 61 G. 6" 6- 6- fi- 6- 6- SOUTHERN PINE 12 40 6' 6- 6- 6' 6' 6- 6' 6" 6' 6- 5 Ile 5 Ile (G=0.55) 50 6" 6 6- 6- 6- 6" 6" 6- 5 1/4' 5 Ile 4' 4- 60 6" 6- 6- 6" 6- 6' 5 3/4' 5 3/4' 4" a 3" 3- DOUGLPS-FIR-SOUTH s 30.0 6" 6" 6' 6- 6' fi' 6' 6" (G=0.46) 40 6' 6" 6- 6- 6' S. 5 1/2- 5 1/2- 5 1 2- 5 1/2' 4 1/2- 4 1/2- SPRUCE PINE-FlR-SOUIH G=0.36 5 30.0 6' 6' 6' S. B. 6" 6" 6- 6' 6- 5 1/4' 5- A. i/mil. MAX. MAX. SPAN FOR SLAT FOR A GIVEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHARTS ON 20 SHEET. D.OWO6 BUIIDW6 CODE Mon 6w6 Velocity Runieone �a� STORM BAR SPACING (FT) PRESSURE 9 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 11,-0" 11,-0". 1t'-O" it,-0" IV-0" 11'-0" 11'-0" 1l'-O" li,-O" ll'-O„ 35.0 11.-0„ 1 t'-O" 1 i'-0" i l'-O" I V-0" I l'-0" I i,-0" i l'-O" I l'-O" I l'-O" 40.0 11'-O" i 1'-0" 11'-0" i t,-O„ 11'-0" 1 i'-0" i l'-0" I 1 •-0" l 1,-O" 11.-0„ 45.0 Il'-O" I1'-0" ii,-O" 11.-0.. I1'-0" ii'-O" I1,-0" 1I'-O" li,-O" il'-0" 50.0 111_0.. I1'-0" 11'-0" 1110" 11'-0" IV-0" II'_0" 11'-0" Ill-O" 111-0" r 55.0 11'-0" IV-0" 11,-0" 11.-0.. 11'-0" 11'-O" ill-O" 11'--0" 11'-0" 111-0" r 60.0 i l'-O" i l -0" 11'-0" 11,-0" i 1 -0" l i'-O" 11'-O" 11'-O" i l'"-0" 65.0 11'-0" 11'-0" I I'-O" I V_0• 11'-0" t i,-O„ i l'-0" 11'_0" 11'-0" r _ 70.0 1I.-O" li'-0" 11'-O" 1l'-O" II.-O" Ill_O" 11'-0" 11'-0" r 11'-0" r _ 75.0 11'-O" I V-0" 11'-0" 11'-0., 111-0" „ i1'-O I1'-0" iI'-0" r 80.0 1 1'-0" 11,-0" 1 l'-0" 1 i'-0" i l'-0" i 1'-O" 1 1'-0" 10'-10" 85,O Ti 11'-0" l l'-O" 11'-0" 11'-O" 11'-O" i 1'-0" 90.0 1 1'-0" i l ,-0„ 1 1'-0" 1 l'-0" 11'-0" i l •-O" - - 95.0 11'-O" Ill_O" 11,-0„ 114-0" 111-0" W-0" - 100.0 i V-0" 11.-0" 11'-0" 11'-0" i i.P-0" 105.0 1 i t •_O" Il'-o" i l'-O" l l'-0" i i,-0" 110.0 ii'-O" IV_0" 11'-0" il•_0•• 10'-10" - - - - - 115.0 11'-0" 11,-0" IV-O" Ii'-0" - 120.0 ti'-O" ll'-0" I1'-O" Ii,-0" - - 125.0 Ii,-O" II'-O" 11'-0" l0'-10" 135.0 i i'-O„ i i'-O" I V-O" 140.0 11'-0" 1l'-O" Il'-O" - - 145.0 1V-0" ll'_O" 10'_ii^ 150.0 i 1'-O" i i'-O" _ 160.0 k isr 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 VALID FOR INSTALLATIONS IW/ 1 OR MORE STORM BARS PER SHUTTER. THIS REGION IS ONLY VALID FOR INSTALLATIONS W/ 2 OR MORE STORM BARS PER SHUTTER. STORM BAR SPACING V (Eq naGsc 2' 2.667' 1 3' 4' 4.5' S' 5,5' 6' 8.887' 30.0 B 8CA ABCD AB.C.D BLD BCO A&G9 BC,D 4B,LO 35.0 A&CD BC0 A&C.D AB60 XBCD BC.D AB.0 BCD BC,0 ABA ABCtl BCD &C,0 ABCD BCO B 0 BCD BCO BCD 450 C9 BCD ABCD ABCD ABD.D CO ABCD ABCD BC IRMI CD AB.C.D AB L D gA_S.C.D AB,C o A&C.O AB.0 0 C D AB,C.0 &C SSA ABCD AB C,D AB,CD A&C 0 BCD AB,C.D ABC 0 AB.0 A&C 50.0 ABCD BC,D A&CD AB,C.O BCD ",C,D BC ABC A C OSA BCD ABCD A.CDABCO ABCD BC C BC B 7U HC.D BLo CD BC BC RC B A m BCD BCO CD &%;A Aalc A,9,C AB A A SOA I A.B.C.0 ABCD ABA.O RCD KB.0 I AMCB.0 A A A 55,D BCD A.B." BCO BCD BC C B A A A OOA ABCD BCD ABCD ABC B.0 BC A A A A GSA A.&CD BCO AB.C,D BC 8.0 AS A A A A 100A A8,0.0 A8C0 BCD AB.0 AB.L A A A A 1 D&D B O AB 0 BC ABC B A A A A A 110A A&C 0 D AB.0 A&C VOA B ABCD A,BC 0.8.0 A A A A A UMD CO ABC ABC B A A A A A 125,0 B.CO BC B.0 A A A A A A A 1010 A.R 0 SC ABC A A A A A A A I= AB.CD ABC B.0 A A A A A A - 1400 B p BC S A A A A A A - 145A AB.C.O A A 8 A A A A A A - 150.0 BCD ABC A A A A A A - - 1510 AB AS A A. A A A A - - 1WO BC AS A A I ANCHORS TYPE LEGEND I A 3/8"m CARBON STEEL MK BOLT R EXPANSION ANCHOR W/ 2 1/2" Min. EMBEDMENT* & 5" Mtn. THICK POURED CONCRETE (Fc - 3000 psi) B 3/8'oo 1/4" POWERS CALK -IN ANCHORS W/ 1 1/4' Min. EMBEDMENT* TO POURED CONCRETE (YC - 3000 psi) & 3/B"m-lfi MACHINE SCREWS C 1/4"Gx3/4" All POINTS SOLID -SET ANCHORS W/ 7/e" Min, EMBEDMENT* TO POURED CONCRETE (Yc - 3000 ps) & 1/4"m-20, 18-8 STAINLESS STEEL MACHINE SCREWS p 5/16"m RW/BUILDEX TAPCON ANCHORS W/ 2 1/4" Min. EMBEDMENT*70 POURED CONCRETE (PC - 2899 psi) * EMBEDMENT IS BEYOND ANY FLOOR / CEIUNG FINISH STORM BAR SPACINO W (FT) 2' 2,667' 3' 3.5' 4' 4.5' S' 5.5' 6' 6.667' 30.0 C,0 ASAD koclo A&C,D AB' D BCD BCD A.RC I A&C ARC 350 A.S.CD CD BCtl BCD 0 AB,C BC A AD A 40A BCD B p BCD ARC BC BC ABC A A A 45A BCA B,CO A CO ABC BC B.0 A A A A 60A BCA B D ABCA BC BC A A A A 55.0 BCO BCO 8C AAC A A A A A A 60.0 ABCD ABC ABC ABA A A A A A BSO BC.D ABC ABC A A A A A A A 7C0 BCD B.0 B A A A A A A 75,0 AB,C,O AB,C A A A A A A O o .0 B A A A A A BSA BC A A A A A A SOA ABC APA A AMA GSA ABC APA - - - - tODA B C A 1OSA AB A 110A A A-115.0 A AI= A A125.0 A A-00.0 A A_Im.0 A A140A A A-450 A A-5C0A A-135.0 _ - - - A A - - - - - - - IODO A A FLORIDA BUILDING CODE SCHEDULEta FLOOR TO CEILING (TRAPPED). MOUNTING MAX. SPAN (R) FOR END AND INTERIORMULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (D.9.0, & A MAX. MULLION SPACING (ft) SCHEDULE2a WALL MOUNTING MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.O. DESIGN PRESSURE RATING (P.S.F.). &. A MAX. MULLION SPACING (FT) amcx IlA'0582 � (N " MAXIMUM MULLION SPAN (m LLAY. OF 1 A (0.24 IL'2010A1 (b 4 MAXIMUM MULLION SPAN (m UG 4'XB"xIWMULUON G7 4"A8-xll4^MULLION G@ 451P6114' THICK(WHANGE) MUWON ©4'RB'xV4'MULLION Ot 4'k8"X1l4' MULLION G 4Y/N1/4'TMCK 'FlFNCfl MULLION 0IMEN DION 41 01008ARON 2 ( DROTRATIGN 1 NIM004 E2 CATENATION 1 OrtEMAIroN 02 ( ) G.RIEMAIAN 81 ORIWATION 2 C� pPoENTATION I MWADO F2 CRENTARON 2 ENO RDMBOR No WIERIN END MAN DID IMDEAR No END INICRM DID iNlumoR END ONTERIOR DID INTERIOR ENO INERIDIt END WffRbB JbA 20-W >'-IO' 9_V i'-3' 12'-V B-O 19'-7' a-p' 13'-6' H'-8 J'-6 11-8. SpA 2V-0' .-IV 9'-8' T-3 IT-P 9'-4' 111- 8'-O' 12'-6' Y-6' 12'-6' 9'-3. 6'-9' 1F-V 8'-6' f0-0' >'-Y 12'-V 8'-11' W-19' 12'-V SBA 201-4' 7'-4' Y-3' fiA' 11'-9' 8'-B' 10-0' )'-J' 13'-8• W-It. fY-6` {OC 20"-0' 8'-10' 8'-10' 6'-{' IV-tl' B'-1' 9'-)' T-Y IT-V 6'-5' W-6' 1➢'-V el) RO'-1. W-ID' S'-16' 8'- ' 0'-11' 0'-1' 8'-Y i'-J' f '-0' 6'-6' IY-6' 4SA 20'-0' 6'-8' Y-8' 6'-8' IV-V T-8' 9'-]- 8-IF -Tr -11' 8'-2" IY-0' ell 20'-0' Y-W C-61 W-V 10'-Y >'-V C-Y F-11' '12'-8' Y-2' fY-6' SC.9 10'-0' 6'-3' B'-2' 6-0' 9'-II' T-4' W-11' 6'->' IT-V 7'-1' 5-I1" 12'-V 510 20'-0' C-21 0'-Y 6-0' V-2' )'-l' -fY 5 -3' 12'-V V-tl' 12'-V 610 20'-0' S'-IY )'-11' 3-9 9'-0' 6'-V 1'-0' 6'-V 1Y-4' r V S'-0' 12'-V 550 60'-V Y-11' -11' Y-9' Y-10' J-T 8'-Y C-10' 12'-{' S-]' 1Y-6' 60A 19'-6' 5'-9' 7'-97 6'-V W-67 ske V_V V-x' 12'-W d'-f `-8' 1R'-V 610 I9'_Y V-V >'-9' T-8' 4'-8' V_IV Y-6' {'-8' 13'-0' S'-6' 12'-6' 610 IB'-4' S'-9 J'-9' S'-4' 6-O 8'-4' 8'-4' 8'-2 I,j:-10' S-4' V-6 tt'-8' 610 18'-4' 5'-9 T-9- Y-4- 9'-0' 6'-10' 8'-5' 4'-0� I1'-10' S'-8 tY-6 i0A 1>'-C Y-0' 7 5'-4' 8'-0' V' ' 0'-2• 6'-Y 11'-V 6'-Y F-6 1Y- ' '2Ep fT-4' S'-D' -B' S'-1' 9'-6' 6'-10' 6'-t' 4'-9' 11'-9' S'-8 lY-8' iSA 16'-6' S'-9' >'-Y 5'-4' 8'-0' 6'-3' 8'-6' 0'-3' it'-0' Y-J' 5'-8 1R'-5' teA 18'-Y 5-8' Y->' S'-P 9'-5' 8'-t0' V-1' f-8' If'- }'-8 1Y-5' 60.9 IS'-9" 5'-9' T'-T' 6'-A' T-IO' '-Y 7'-10 6'-Y 11'-V 6'-3' F-B 12'-4' W.0 15-9' V_9" J'-0' S-4' V-4' C-1V B'-Y V-V 111-6. S'-0 12'"' T-Y S'-4' Y-V 6'-3' 7'-9' 6'-2' 1f•-6' 6'-3' 5'-6 V'- 00.0 fY-0" V-9' J'-T' S'-1' 8'-1' 90.0 W-Y F-10` T->' S'-5' )"-9" 6'-4' T-9' T-Y 11'-5' 6'-C S-) lY-] m 4'-1' T-W^ >'-0' S'-5' W-]' 6'-11' W-3' 4 -t0' 11'-Y 5'-> 1Y-3 O10 13'-5' S'-ID' ) -T' S'-8' > -9 6-5 ) - W4 IY-9' 6'-5 5'-9 12'-3 10C 13'-Y Y-1 ' 9 -> 5'-6' 9'-3' 6'-I1' 8'-3' 4 -tl• 11'-5' T-8 1]'-1 IOpA IT-9' 5'-11' J'-0' S'-)' T-V T-8' T'-2. r' I1'-Y 6'-6' 5'-0 12'-] 100.E 1Y-9• Y-11' )-Y. V-J' W' T'-0' Y-V 5'-V 1'-S' S'-9 1Y-0 IOBA 1Y-2' 6'-0' T-7' S'-)' Y-B' 8'-7' T-9' 6'-}' 11'-3' fi'-Y 6'-D 12.-S 1010 2'=2 8-0' 9'-T 5'-7' 9'-3' 7'-1' V-Y 5'-1' 11'-Y Y-9 12'-3 110A if'-)" d'-0' )'-1. S'-8' )'-B' 6'-0' )'-9' /'-6' It'-5' 8'-8' S'-IO' 12'-0 ItOA 11'-Y 8'-0` T'-0' S_0' 9'-3' 7'-2' 8'-3' S'-0- it'-0' S� �f0' 12'-0 -9' S'-11' 12111 115E I1'-1' W-11 T-i' 5'-9' 9'-3' T-2' -3' V1. W-5' S'-II' IY-3 S'-8' '-9' 8'-10' )'-9' Y-]' fi'-5' fi -10' 6'-0' 1]'-3 120.E IM-0' F-1- T-6' S'-9' 9'-3' J'-Y 8'-Y F-5' 11'-V Vw 12'-3 126A 10'-1' 6'-2' >'-Y Y-t0' >'-IO'-10' 6'-9' i '-5` T-0' 6'-0' R'-3 128E 10'-2' 6'-3' )'-)' S'-10' 9'-]' Y-4• 8'4' 6'-9 11'-5' 6'-1' 2'-3 1)JA 9'-16' 6'-3' )'-)" S'd0' -9' )'-0' Y-9' V-9' fl'_S Y-0' 8 -1' 11'-} 13 9'-ID' 6'-S- J'-J' Y-ID' 9'-3' J'-a' Y-3' 6'-9' I1'-5' 6'-1' tY-0 19.0 9'-Y 6'-4' T-7' 6'-fl' Y-IO' T-2- 7'-10' 6'-ID' III-S. 1'-2' B"-Y t'-R E350 9'-S' e'-P )'-)' S'-11' 9'-3' 4'-5' e'-0' 6'-10' It'-5' W-2' 1Y-0 IIpA 9'-1' 6'-Y -I' fi'-6' T-p' T'-3' )'-ip' 6'-lY 11'-5' 'J'-]' 6'-0' M'-J I40A V-P W' f Yd' 6'-V 9'-Y J'-1. 8'-0' V' Iv It-V d'-]' 12-3 113.E 6'-10' fi'-S' )'-e 8'-0" J'-9 Y_4" )'-9' fi'-11' 11'-S' >'-Y 6'-S' 12'-J 146A 8'-ip' 8'-5' T'-6' 6'-0' 9'-1' Y-6' 8'-R' 8'-IY 11'-S' 6'-3' )Y-0 180C W-V 6'-V T-J' 6'-f• )'-9 Y-S' )'-9' J'-b' I1'-5' T'-S` 6'-1' 12'-3 I= 6 -8' Y-8' T-0' 6'-1' B'-S' )'-)' 0'-2' T-0' 11'-5' 0'-4' 12'-3 136E 6'-]' 6'-5' )'-T" fi'-2 Y-D' T'-Y T'-9' T-1' v'-S' T-e' 6'-5' 12-3 e'-Y 8'-6' Y-Y e'-2' A'-3' ]'-e- e'-2' >'-1' 11'-S' 6'-5' 100C W-' e'-Y i'-6' e'-2' 1'-9' 1 T->" 1 T-9 1 T-2' 1 W-5' I '-0' 6->' T'-5' C-2' 7'-9- 9'-2' 1 7'-2` 1 1'-5' ULUON MULLION SPACING: "S" MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. V FLDRIGA BUILDING CODE (Non High velocity amAccne ton 'VI : a 2017 ATECC INC. • 0R4•N 8Y: 3u _It Nautilus I L E C O INC. RellL,q 52,vfre.5,4EmR De� T 17-244 &NnnNC No SCHEOULE2e ALLNO MAX, SPAN FORENDANOIN RIORMULLIONS FORAGIVENAS.D, DESIGN P ING IRISFJ S A17-0"MAIL MULLION SPACING FT • �. OE541 PARIO ,) 1LAlAPIY 1u4WJi tR R MAXIMUM MULLION SPAN DO llli OE1 R®IIR PAlB10 (paR) YAIOa&i 91AUON SPAtf10 (N 1 MAXIMUM MULLION SPAN (m �4'k8'x1f4•MULLION GU1 4'x81114•MULLIOW G2 d'xTxfi4'THICK (SS'RANGE) MULLIIXJ Q4•x&"%1/4•MUWON G1 4'Xdk1f4'MULLION QG2 4'il'afl4'THICM (+D'FLANGE)MUW MENTAMW IIIOIMNIATNN 3 ORIEMATION f ORIEMAMN 42 ( OMMA1 1 CPtfMA(ION 42 ( WWA00N 1+ OmmAn*, 3 dUEMAWN I MWAMN 12 ) MEMA11M F2 END a1ERi0R ENO NIDAOR ENO INIWpR ENO 9+1Eg09 QN ENO NHmtlR fN0 INTERIOR E1N 02lpaDR ENO INIWOR ENO O2IQOOR FNO R3IFPoOR It-7' 11-W 9-W 12'-r 2'-r IX-6- IV-7 IY-8' IT-6• It'-Y 12-- = 12'b' V-D 11-fi V-9 1r-W 1Y-6• 12 w• 10-T Ir-6 It'-]' I3-6' >SO 12'b' iW-7' 1W-11' 9'-3' 15®8• 1Yb" It'-11' 10'-0' IY-6' 1'-6' 10'M' lY-6' Yw' T-Y O'-n' r-2• i1'-6• IY-6' n'-tl' lo'-R fY-6• f0'-P f5'-a• 400 12'-0• 9'-10' IV-Y a'-8' tT-' 1 -6• 1T-P W-6• iT-W II'-Ir W-r '-r T-r 8'-9' t0'-s- 8'-V IT -a' 11'-9' 11'-r 9'-8• 11'-r 9'-r IT S' 4eA IY-0' 9'-]' 1W-1' 6'-A' 10'-IY Ip'-it' p'-i' 12'-6' I1'-3' 9'-O 13'-6' Y-0 8'-4- 1 -1- 0'-C 12'-5• IV-11 10 -11• 9'-1' IT-r 9'-0• 12'-6' a0A W'b' B'-9' D'-8' W-1' Ir-0' 1V-r ftl-T 8'-9' 2'-r Ip-Y r-6' 12'-8• 2'-0' B'-t' D'w• V-I' IT* To-4 10'-Y r-r IT-6- W-r IS'-6' 880 IS'-r V' W-6' T-1r 1'w' Y-10' 10'-]' 0'-B' 2'-6' i -1' 0'-1• IT-8' 1'-0• -ur 9'-5• r-ur w-r W-10• IV-3- 8'-r Ir-8• W-1- 6W 11'b' 8'-p' V-Y 1'-1. It'-C T-Y 9'-Il' 0'-Y H'-6- W-7' T-r IT-6' '-0' 7-r T-2- r-6' 1'-4' 9'-1. T-II• 6•-r IV-6• r-' 2'-6' N.0 1'-0' r-8' 0'-I+' Y-3' 11'-0' W-' 9-r eb' I1'-6' '-]' T-e' 12'-e' 3'b' T-1` 6'-n' T-Y n'-o" 8-I' 9'-e' e'w' 12'-6' r-s' t2'w' m 12'-0' Y-P W-0' W-If• f0'-r W-D• r-5' i'-10' tY-r 8'-11' T-T IT-W '-0' Ell 6' 11' 8'w' r-11' IV-9' W-0' 9'-Y Y-+0 IT-S' T-Y IT-6- 7SA 1r-0' '-1' e'-8' 0'w' 0'-8• 6-5' S'-T T-9• 1]'b• r-T 6'-tt' IT-6' 11'-0" e-8 B'-B' W-8' t0'-8' e'-9' W-3• r-8• IT-V 8'-11• 12'-6" 8DI3 12'-0' V-It' 8'-4' 6'-s' 10'-]' W-2' 9'-0' -5' 13'-b' 8'-B• B'-0' tl'- • IT' r-5' 8'-6' '-8• IO'-]' 8'w' 9'-0' T- ' IY-8' 6'-B• 11'-6• 8&0 12-0 8w' 8'-1' 6-]' B'-9' T-11" e'-r Y-2' 3'w• 6'-1• W-8' IT-W 12'-O' a'-Y 6-Y 6-3' r-t• r-11' F-IT T-T 1T-6• 6'-01 1'-' pOA IT-0' W-6' 8'-0' 8'-1' 9'-0' Y-8' 9'-8' Y-r I2'-s' r-16' 6'-4' 11'-' IT-0• W' I- a'-0' 6'-' B'-11' T-8' iR'-5' 6"-f 1]'-8' 9]0 12-0 e'-4` T-f0' a'-11' B -e T-5 0'-6' 6'-10' 11'-1' Y-5• 6'-3' 12 -6 11'-0' s -tl T-10' !{'-II' 9'-8' J'-6' p-fi 8'-Ir 11'-I' W-2' 12'-r 8'-r II'-r 7'-r V-0' 12'-a' 12'-0' '-0" W-9 Tb V-9' " T-7- )-4' 8'-8' ' B'-6' 1P-9' 6�0 T-6' 2'b• W-0• T-7' T-W 7-10' 8-9• T- 6'w I - W-W •-10' 17- I Y-B Y-7' I 6'- 1 V-4. 1 7-1. 1 F 1 W-Y 1 1 s•-10' Y-4- SCHEOULEW (UMDEDLGAOMULLIONSPACM SPAN INSTALLATIOM FLOOR TO CEILING(TRAPPED)MOUNTED MAX. SPAN ffl1 FOR END B INTERIOR MULLIONS FORA GIVEN A SO, DESIGN PRESSURE I TIAND FOR I2'41'(CASE 1)8 r-0"ICASESI &IIIMAXMULUON SPACING f&i' mD11ApII ! YAtyR&D� MAXIMUM MUWONSPAN (m G 4'xfi'xiN' 10( MULUGN Gl 4-IS-4V THICK MULLION W 7xrxlwTHICK IAILLION �&% faAlalo N !lomoxxI A k#t m1mun H mt oeIXRRX 1 at 1 P w mommA III of QN 99TERNR INV D mft ItOLANR END wi6p:M 3po I3-0" 1r-r 11'-a' 12'-6' i '- • 'Ir-s• - n•-o. 12' 6' 2—_9' n'-i1• 11'_D• 40.0 IT-0' IT-8' 48D 1Tw• IV-e• O'-IY IT-6' f%Y2 60D IT-Y 12'-0' IT-4- f0'-4' 1W-3 12'-6' - Il-0' 5A0 !T• V% 12'-0' fl'-r T-to' fo'w f2'-6' fl'b• 80A 12'-0• 11'-4' W-5' W-11- 12'-6' -D• MA '-0• 11'-J' B'-4' 9'- 1 '- W 11'-0' ]p0 - 12'-6' f2'-6• 1T- • A.p V_V` W-r - IV-6• IT-W IT tr-s. 40A W-0' - IV-6' 12'-fi• W-6' - w-r II-T 460 9-0' - tY-6' IT-r IT-6' 13'-6_ IT-E: - 'W-W u�4 000 W-0• 1T-6• Ir-W !T-B' 1Y-8-6• 11'-W dbA e'-0' IT-6 11'-6' W-+' I+'-0' 60.0 W-0' IT-Y H'-r ll'-0 If'-4' IV-e' 1T-2' ]&0 e'-ff - 8'-0' B'-0' 9'-r 440 0'-0' 9'w' 9'-0' 9'-0' Ia0 6'-0" 9'w' 0'-0' 9'-0' W-0' 9'-r 9'-0' 9'-0' 9'b' 9'-0• V 91b• W-0' 9 -0• 9'-0' 'w• D'-0' - e'-0' =0 no 8'-0' r-0• W-W W-0' W-W 9 JOA 6'-0' 9'-A' 9'w' V_ 730 9'-0':Mo. 3'-0' ME V_T OpA 6'-0' - 9'-0' 6'-1' • 7'-9' ^ Wb' 9'-0' no a'-0' - 9'-0' r-8' T-+' 9'-0' V-V •NOTE USE 74T IF ANCHOR CONSISTS OF HILTI, INC HUSH SCREW OR POWER FASTENERS, WEDGE.BOLT ANCHOR SEE SCHEDULES I & 20N SHEET 4o • 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) SE&L/SlITINMRE/OATE SCHEWLE2p' (LIMITED LOAD. MULLIONSPACING& SPAN INSTALLATIONI WALL MOUNTED MAX.SPAN FOR END& INTERIOR ULLO FORA GNEN A.S.D. DESIGN PRESSURE RATING to sTLANO FOR 17-0" (CASE 119 &'-r (CASE In MAX. MULLION SPACING (8) - I6pIA" pME; YAx p mT (W.) ( MAXIMUM MULLION SPAN (TO G CXSSIl7P THICK M( ON G7 4'xrxlN'THICK MULUOU G3 Tx7'XIA'THICK MULUON wt ( (o)t ( 44t E (=4t R (o)t ( f#t ( (o)t EtT0 1NIEIIIOR END 1NiWOR IlMam END ,MMIR SW 11'-0' 1T-r 1Y-6' IT-8' W-0' ]80 _12'-W tV-T —� IY-6' 12'-6' C-11• ITb' 4p0 12'-O- IT-C W-B' ll'-s' 12'-r 4MI 127- ' - 12' Y W-II' Ir-11' 11'_V` = r 6A0. 12'-r IT-W M'-4• IW-7' 12'-B' It'-0' eap 12'-0• WY W-ie f0'-3' i2'-6• WA 1T-0 11'-4- V-6' 9'-tl• 1T-6' 60A Ir_V* 11'-]' 9'-T' 9'-11' '-6' Xule -0' 9'-0' 9'-0' 9'-0' T-A• - 40A W-0• T-0• W-0' 9'-O• V_V* 9'w• V-0• A'-0' p'-0' V-0' p'-o' noW-r 00.0 8'-0' 9'-0' 9'-0' D -0' 9'-0' V' H'-0' 8eA 611' A'-0• 9'-r B'w' W-6' 6M 6 0• _ T-r 9 __0' 00' p'_p• p._p• p•_p• NES 6a0 8'-0' _ B' ' -o Ww• Y-r W-o' - w-o' m8'-0' D'-0' 9'-p• V-w 9'b' 9'-0' "A B'-0' 9'-0' V-r 1'-1. 9'w• p'-0' 9'-0' F e'w• X-r W-0' po0 Ww' .tee' 0 9'-0 9-0 A-0• 0 M17TL pWC. Nautilus LIE RpIDng ShvHArSpbtem poNOAN] EXPERT SHUTTER SERVICES INC. nxp a roaxEEmNp 21u x4 wme wcnLL n vex 1626 &W.. OLNORE 9 U k CBRT/p vlE 17-244 mA1relD r Im 2s pr7a SCHEDULE tc FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING WSJ.). & A T-O" MAX. MULLION SPACING (ft)' SCHEDULE2C 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) uAX I pAnp (I*�✓G IuoNY YI2910N 59M8q (� 4 MAXIMUM MULLION SPAN pG �• Dm j PIE�IK R.Si910 ') wnYW + 1pAl1A (N MAXIMUM MULLION SPAN f1B @4-x6-XIM'MULLION O7 4'k871/V MULLION G2 4'xrxlf'THrK(R' FLANGE) MULUGN ©4'XBW4"MUWON Ot 478'k1/4•MULLION Gt 4.r.114•THKX •RANGE) MULLION ORfNiAnON i ORIEMAn6N ORIB8An0N I ONFMAnON 62 OAIEMAnON It 07 N 2 ORIEMAnON 1 ORIEMAnON 2 OIeENXAMN 1 ORRNtATAN 2 ORIEMA1gN 2. w0 INifl80R END IHfF180R CIA)0PoE 0 IN1880R END NIEAIOR END w0 9iPR'OR E7t0 INIFAIDR w0 WTFAI00. fN0 INXFAIOR F7V0 LNXWOR w0 DItE18AR ]OA 11-0' 12'-8' 11'-8' f2'-6' 1T-6' 12'-8' IV-6- T-e" I3-6 @'-Y 12- 12-fi 7'-0" Ir-8' 1r-9' 12'-8' tT-6' 2'-0' r-8' @'-8' Ir-8' @'-e' IV-6- SBA 7'-0. IT-Y 12'-@' tr-Y 1Y-B' r_' 1T-6 12'-8' i2'-r 12'-6' IT-r tT-8' '-0' 1'-6' ", - T-6' 1 -0- 1r-r 12"-' IT-Y 12•-6' 12'-8' WA 7'-0' Ir-8' Ir-r' 12'-Y IV-6' Ir-Y IT-W 1r-Y 12'-8' r-6' R-6' !2'-Y )'-0' '-6' it'-@' '-6' fr-6" 12'-8' @'-8' lr-Y 11'-Y tr-8• Ir-6' 480 )'-0' i2'-8' @'-0' I2'-' T-8' @'-8' 2'-8' t1'-6' 12'-0' 1'-6' 11'-6' it'-b' -0' 1'-' i'-0- f2-6' Ir_r 1T-6' IT-8' 12'-6' 1r-Y IT-8' 12'-8' 60A T-0' it'-6' I '-Y !T'-8' +2'-6' 12'-@' f '-8' 12'-e' t2'-6' tl'-8' 12'-8' 12'-6' '-0' IV-6. W-Y 12'-6' t2'-8' tr-8' Ir_@' tr-8' 11'-8' I '-6' 12'-e' 08.0 T-0' 12'-6' 11'-]• 12'-8' IV-6- IV-6- IV-Y 1r-6' IT-6- Ir-6' IT-6' IV-8' T-0" tr-Y !t'-]' 12'-6' 11'-8' 1r-e' I3'-]' t2'-Y 1Y-8' f2_1 IV-6' 10'-i - Ir-8" 1P-6' 12'-6' It'- 2'-r 1T-6' 12'-6" IT-6' If-YImm T-0' 12'-6" 10'-11' 12'-6' 12'-8' IV -a' It•-il' 1r-Y 1r-6' IT-6' 1T-Y r80 T-D• IV-6- 1 '-Y 1r-1' 12'-6' I-6- 1P-Y IT-C IT-6- 12'-6' .-8' 12'-8'Y-U' 12'-8' 0'- • .-I' 12'-V 12'-6- 11'-7' 12'-6' IT-r I3'-9' 12'-6• AA T-r 1215' 10'-V Iv_w IT-6' 2'-6' 11'-0• IV-6' 1216' Ir-8' 1T-5' 12'-6'Y-0' r-8' 10'-Y 11•_' IV-r Q'-6' 1P-}' IT-Y IT-5" IT-6' 1T-6' 76A )'-0' r-i' IV-2' 10•-11' P3'-6' IT-r' W-0' it.- I' 12'-Y i'-8' IS'-6 12'-8'T-0' T-1- 40'-' 10'-11' ir-r IT-r' fl'-0' 11'-11' IV-6- IX-S* 12'-6" r0.0 7'-0' 11'-8' 6'-11' 10'-V 12'-0 17-6' 10'-10' 1 •-Y tr-S. it-8" 111-11' IT-9' '-0' W-r 9'-11• IV-6' fT-4" 12•-9' 10'-10' 1/'-Y 12'-Y 1I'-1!' IT-6' 6S0 T-0' 11'-D' 9'-9' 10'-2' 12'-l' IV-6• t0'-Y IP-0' 12'-6' 1'-8' 1P-4' IT-6'Y-0, 11'-6" 0•-9' 16'-2' T-i' Ir-6' 10'-7' 1,0' fr-Y 1'-4' Ir-6' 904 1'-Q, f0�-7-7' 9'-Y 9'-10- W-10' IT-5- 10'-Y w-8' lr-6' T-T IO'-10' it-6')'-0' t'-Y 9'_• 9•-IV Ii'-10• 12'-5' ma• to•-e• ir-6• +C-10• lr-0• 610 1000 7'-0' T-Y f0'-r 9'-tY 9'-5' 9'-]' 9'-Y 9'-Y W_r 11'-5' it'-11' II'-$' 10'-2' 10 -0' !0'-O 1D'-1' IV-6- tr-8' If-9- +1'-Y 10'-5' IT-!& If-6-)'-0' 11-8'T-0" f0'-2' 9'-0' r-Y - 9'-Y r-S-.,,}i'-5' !P-Y 11•-11' 11•-6• t0•-2' 10•-0;,,__0'-I' 10'-4' IT-6' i'b' f0'-5' 10'-I' it-6' Ir-6' IOSA -°- 9'-6' 9'-1' 9'-1' I'-]' 1P-r 9'-W' 9"-10- tr-r' 11'-1' 6'-r' IV-r)'-- 9'-6' S-P 6'_t' tf-0' 11'-2' Y-f9' T-IB' 12'-6"y 9'-8' 12'-6' ! Y-6' 9'-T 6'-11' X-IT I1'-I' 10'-IO• 9'-9' 9•-Y Ir-6' 1T-9" 9•-5' 12'-6-7'-0' 9'-3" 6'-11• 6'-10' IP-1" 10'-10' 9'-9' 9'-0' Ir-V B•-5' 12'-V it" T-Y 9•-0' 8'-10' 8'-1' 10•-A' 10'-)' 9'-7' -Y 1T-8' 10'-!' 9'-i' 12'-e- '-0' 9' ' 8'-0' - 1 - 0•-7` '-0' 9'-Y 1r-Y T-1' f2'-6' 120A T'-0' 8'-9' 6'-e' B'-5' To-r 10'-r 9'-5" 9'-Y 12'-6' IV-2' 9'-Ir 12'-6' 7'-r 8"-9' 8`-r 8'-5' 0'-9'• 10'-r 9-5' 9'-0' 1T-Y 9'-Ir lr-r' 1= T-0' 6'-Y r''''tC-Y IT-0" T'9'' '-r' 9'-11' B)' 12'-8•T' w @'-67 T-' e'-r. W-V f0'-0' 9-4' e'-1' 12'-6' S'-Y 12''1]6A T-9' B'-4'`-S'8'-0'tw-6' B'-r r-2' 8'-tY f2'-6' 9'-9' 8'-5' I'-6'T-D' 8'-4' 8'-5" 8'-Y W-Y 9•-e' 9'-1' 0'-11" 1T-0' 8'-Y 12'-6' 635A T-0' 8'-r 8-4' Y-B' 10'-r 9'-0' 9'-Y 8'-9' 12'-0" 9'-6' 8'-2' 12'-8' )'-0' 8•-r 8'-4- -9' 10'-O 9'-Y 9'-i' B'-9' 12'-6' 140A )'-0' 0'-0' 8'-J' )'-0' 10'-I' 9'-4' 9'-0' 6"-T 12'-6" 9'-4' Y2'-8' r'-T 1T-8' 7'-!O' 8'-2' T-5' 9'-9" B'-2' 8'-f0' 8'-tl' 12'-6' 9'-2' T-W' H'-8' )'-0' T-10' 8'-2' ]'-5' W-6' 9'-2' 8'-10' 8'-8' tr-b' )'-10' 12'-8• T-8' t'-6' 7'-D' 7'-r 6-1' )'-O !0'-0' 9'-0' 8'-9' 8'-4' 12'-6' T-e" Ir-a' -6 f2'-6' 156D )'-0' T-6' 6'-0' T-1' 9'-!0' @'-10" 8'-8' '-]' 2-5 7-5 ]'-6' f2'-6' 160A )'-D' )'-4' )'-fl' Y-Y '-10- e'-8' B'-T 8'-1' - 8'-8' )'-5'-ffi-e' '-0' )'_C 7'_ t' [vim.] MULLION SPACING! "S" `MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. P.E °'°" ""° Nautilus L ECrOIM°. R6RlDg ShANorSys6em EXPERT SHUTTER SERVICES INC. 1xc n wclxaRixc coNa4xT 1626 S.. MWORE STREET 17-244 mAt w 6MLR 26 °f M