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HomeMy WebLinkAboutPRODUCT APPROVALSearch Criteria Refine Search Code Version 2017 L# 12246 Application Type Product Manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# Type Manufacturer Validated By Sta us FL12246-R4 Revision Expert Shutter Services, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Roll -up 'Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or me commission It necessary. Contact Us :: 2601 Blair Stone Read, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of nnrida.:: Privacy Statement ::'Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by bradidonal mail. If you have any questions, please contact SSo.487.1395. •Pursuant to Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. Tie emails provided may be used for official communication with the licensee. However small addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address whitli can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . product Approval Accepts: r-7—W]RM Ed M MAR 02',118 ST. Lucie County, Permitting sccurity \I LTRICS' r g03 - D6 6 ( https://floridabuilding.org/pr/pr_app_lst.aspx 1/1 ENT am i• EDIFIED FORFORR COOMPLf4NCE BY AM SHOWN ON OWIM ME 2DI7 (6lN EDITION) OF THE FLDRIOA fNREDING COOL NAUTILUS ROWNO SHUTTER SYSTEM SMAL NOT BE INSTALLED AT NIGH YD.DOTY HUMDANE ZONES (UTAUJ E /MOCARD COUNTS). DESIGN YID LOADS SMALL BE DETERMINED AS PER SECTION 160E OF ME ABOVE MENTIONED CODE FOR A BASH: WIND SPEED AS REOUMEO BY ME "MI WHERE MOE SHUTTERS WILL BE INSTALLED FOR A OIRECTIONNNYFACNR Nd.0.B5.UsiNG ASCE 7-10 FOR INSTALLATIONS UNDER 2017 MC AND SMALL NOT EXCEED ME MAXIIUH (ASD.) DESIGN PRESSURE RATNGS WOCUm ON SHEETS 15. THEM 16 S 20 7HRU 26. IN ORDER TO MODIFY ME ABOVE CODMON, ULTIMATE DESIGN WTD LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASD. DESIGN WUID LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE MOUNDS INDICATED ON SHEETS 15 MRU 18 & 20 TIRU 26. 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A JSR INCREASE M ALLO'NPBEE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. FASTENERS SPACINCS TO WOOD HAVE BEEN DETERMINED IN ACCORDNCE WIT N.DS. 2015. NAUTILUS ROLLING SHARER SSTEM'S ADEQUACY DR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED, CODE AS AMERICAN TEST LAB OF SOUTH FLORID& REPORT 1030.01-08 AS PAST( E 1996-05, E 1866-05 AND E 330 STANDARDS, QUALIFYING TO ER WINO ZONES 1. 2, 3 0 4, MISSILE TOPE 0 AND, ONLY APPLICATI E TO BASIC PROTECTION INSTALLATIONS, AS DEFINED BY SECTIONS SZ1.1, 6.2.1.2 AND 8.3 OF ASM E 1996 SEE SHEETS 19 & 20 FOR ADDITIONAL UVTATIONS. 3. ALL ALUMINUM EXTRUSIONS SMALL BE 8083-TO ALLOY (UNLESS OTHERWISE NOTED), SEE SHEET 2. 4. AL SCREWS FEKCEPT END RETEMNN SCRflV I TO BE STAINLESS STEEL 304 OR 316 SLUES WITH 50 kM YIELD SEMEN AD 90 kM TENSILE SMEN R CORROSION RESISTANT COATED CARDN STEEL AS PER DW °.HOOT& ALL. SMS. ARE TEX SCREWS UANUFACTURFD SY NY! BUILDER & SHALL COMPLY W/ FLORID BUILDING CODE SECTION 2411.3.3.4. & BOLTS TO BE ASTM A-M7, GALVANIZED OR ADD 304 OR 316 SERIES STAINLESS STEEL WITH 36 k0T MINIMUM YIELD STRENGTH. 5. NAUTLi1S ROWING SHUTTER SYSTEM EENRS US. PATENTS 16.095.225 AND /7A09.980. 7. ANCHORS TO WALL FOR ®SIDE RAIL SMALL. BE AS FOLLOW (A) TO EXISTING POURED CONCRETE: MIN. 3NO P. ;. COMPRESSIVE STRENGTH. -5/16•0 TAPCON XL ANCHORS AS MANUFACTURED BY ITN BUIUI INC. -3/8•0 KINK BOLT 3 ANCHORS As MANUFACTURED BY Han. INC. AI) MINIMUM EMBESD/NEM INTO POURED CONCRETE SH�A�LL M. / N1/4' EMBMU LIMO SNt� S AL BERCONS120FRED AS PAATBOF ME REQUIR3ED MOMENT. A2) MINIMUM EDGE DISTANCE (ED.) ILO POURED CONCRETE SMALL BE- 4- FOR 5/16'0 TAPCON n ANCHORS & 5• MR 3/B"0 MINK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL- A.3) IN CASE THAT PRECAST SHONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAYERS E FOUND ON ME EXISHNO WALL OR FLOOR ANCHORS SMALL E LONG ENOUGH TO REACH ME MAIN STRUCTURE BEHIND SUCH PANELS. (8) TO DOSIINO GROUP FILLED CELL CONCRETE BLOCK WALL; ASTM C-90 -5/16"0 TAPCON n ANCHORS, AS MANUFACTURED, BY RW BUILDEIL INC 8.1) MINIMUM EMBEDMENT OF 5/16.0 TOWN n ANCHORS ILO ME GREW FILLED CELL CONCRETE BLOCK UNIT SMALL BE 2114•, NO EMBEDMENT STUCCO SHALL E CONSIDERED AS PART OF ME MIMED EMSEOMEM, 8.2) MINIMUM EDGE DISTANCE (ED.) OF 5/16•0 TAPCON n ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4•. EDGE DISTANCE 0 BEYOND ANY MGM MATERIAL 83) IN CASE THE E'XISTINO WALL OR PRECAST ROOTS ANCHE ORLR$ SHALL BE LONG ENOUGH TO REACH MTOR ERMAIINNSTRUCTURREE FOUNDON SUCH PANELS. (C) TO SOUTHERN RISTING WOODNE 12 FRAME G EX MINSPRUCE ME -FIR -SOUTH (G-0.38). OOUGVS-FlR-SOUIN (0-0.46) OR -5/16•0 TAPCON XL ANCHORS, AS MANUFACTURED BY IN SUILDEK. INC. CI) MINIMUM EMBEDMENT OF TAPCON XL ANCHHORS. INTO THE WOOD FRAME UNIT SMALL BE 2 1/4• PHYSICAL THREADEDPENETRATION. EMBEDMENT WOFNISH MAIMAL SMALL E CONSIDERED AS PART OF THE RECLIRED EMBEDMENT. C2) MINIMUM EDGE DISTANCE E. OF TAPCON ANCHORS, TWO WOOD Still. BE 2 1/4•. EDGE DISTANCE IS BEYOND ANY FINISH MA C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENDER OR PAVERS BE FOUND ON THE EXSMG WALL OR FLOOR, ANCHORS'SMALL HE LONG ENOUGH TO REACH ME MAN STRUCTURE DEMAND SUCH PANELS. B. ANCHORS BOLL E INSTALLED FOLLOWING ALL OF WE RECOMNENDAWW AND SPECIFICATIONS OF ME ANCHOR'S MANUFACTURER. 9. ANCHORS REQUIRED FOR STORM RARE CONNECTIONS SHALL BE n SPECIFIED ON APPLICABLE SECTIONS SHGWN ON SHEEF 9. -3/B'CAl 1{4• CALK -INS MANUFFLNRED BY POWER FASTENERS, INC. -1/4•Oa/4 SOL10-SET MANUFACTURED B ALL POOR, INC. -3/8.0 KWE( BOLT TZ MANUFACTURED BY MILT. INC. -5/16b TACOY MANUFACTURED BY IOW BUILDER, INC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL. BE AS INDIICATEO BELOW OR AT ABOVE MENTIONED SHEET. EDGE DISTANCE AND MOMENTS ARE BEYOND ANY FINISH MATERIAL. 9 EMBEDMENT WOW FILLED OR ANCHOR SPACING 0 100R EDGE DISTANCE O 100% CONCRETE CONCRETE ELOCK 3/81 1/4• CAN -IN 3 3/4• 4 1/2• 1 1/4• (3000 p9) NOT ALLOWED 1/4"OA3/4• SOLID -SET S 3• 7/e' (3DGO peD NOT ALLOWED 3/8.0 Kwoc BOLT R 9' 4• 2 1/2• (NOW nQ NOT ALLOWED 5/16•0 TAPCDN n 3 3/4' 3 1/6• 2 1/4• (2898 PM) NOT ALLOWED TO. ANCHORS REQUIRED FOR UIIWON CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE (SECTIONS SHOWN ON SHEETS 10. ID& It. 11A. 12. VA 13 W M -TALK BOLT TE TET ION ANCHOR MANUFACTURED BY HILT, INC. ' -MUS-H SCREW ANCHOR MANUFACTURED BY HIM INC. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. 1I MINIMUM EDGE DISTANCE AND SPACING DR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EDGE DISTANCE AND EMBEOMEMS ME BEYOND ANY FINISH MATERAL EMBEDMENT 0 I= GROUP FILlEO OR ANCHOR SPACING O TOOK EDGE DISTANCE O 100R CONCRETE CONCRETE BLOCK DO 3/4.0 XWiK LT TZ 27' 9' 4 3/4" (3000 psi) NOT ALLOWED 1/2.0 KWIK DOLT TZ 22 1/2• 7 1/2' 3 1/4- (3000 PSI) NOT ALLOWED 3/8.0 KIRK BOLT TZ 6" 4 3/8' 2• (3000 PS) NOT ALLOWED 3/8•0 Mus-H SCREW 4" 5• 2• (SODO Psp NOT ALLOWED 3/6.0 WEDGE -BOLT 4 1/2• 4 lr2• 2 1/2• (3NOT ALLOWED PSI) NALLOWED 1/2"0 N6-H SEEN OR IODIDE SUM 6• 6 3• (30W PS) NOT ALLOWED 5/8.0 IAS­N 9MI M WlKE 9lU 7 1/2• 7 1/2• 2 1/2• (3000 PS) NOT ALIDWED I 11. ME INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT AM ME BUILDING TO PREVENT WIND/RAIN INTRUSION. CALUT AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. 12. E SHALL BE E RESPONSBNfY OF ME CONTRACTOR TO VERIFY ME SOUNDNESS OF THE E STRUCNFE WHERE PRODUCT IS TO E MACHO TO INSURE PROPER ANCHORAGE. THIS PRODUCT SMALL ONLY BE ATTACHED TO CONCRETE. CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 13, THIS PROOUCFS INSTALLATION SMALL COMPLY WITH ALL SPECS INDICATED IN THIS ORAWIDG PLUS ANY WRDINO AND ZONING EGUGTCW PROVIDED BY ME JURISOKCDN WHERE PERMIT a APPLIED T0. I 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL 15. LPI MIS P.EO. PREPARED BY THIS WONDER IS DEMME AND DOES NOT PROVIDE INFORMATION MR A SITE SPECIFIC PROJECT. Le. WHERE THE SEE C6NOWNS DMITE PROM ME P.ED. (5) CONTRACTOR TO BASED ON Mus M PICNICKEDBE RESPONSIM ME/SHE 000 NOTDR ME DEMATESELECTION, MOM INCOPDNMMONS DETAILED ON THIS DDGUMST. MWITUGTIGN AND INSTAUAHON�INCLWIING WE SAFETY OF NS AT SAFETY SIRE IS WE CONTRACTOR'S RESPOWSIXTY. (p) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SfHE RECORDECIFIC (E�.OD,R)ROJECTS SMALL BE FIRMARED BY A MR THE PROJECT AND WHO WILL EORIDA RESPONSIBLE FOR TE PGISTMED ROPER USEOR OF ME P.E.D. ENGINEEM WELL R OME F RE ENGINEER OF ECTA D. ACRD AS A DELEON ENGINEER TO TE P.E.D. ENGINEER SMALL SUBMIT TO THIS TATTER ME S SPECIFIC DRAWINGS DR REVIEW. (e) TEIPPO TD. SHALLAY U� RE DALE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 16. PRODUCT MIJNF )MR6B;$•{ABEL 5161LL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORIVWX WITH SECTION 1709.92 OF FLOWDA BVIID)BIII'R�' FA 0 "GBEL SMALL HE P%D FOR EVERY OPENING. LASEUNO TOICOMPLY WITH SECTION 1709.9.2 OF ME FiOMWI V9DRAT A' .STIR. 7N. a QD SIDE RAIL k emrmsttwuuuutm 4GyF:tA'.T uti�- 6r'i3ETaN wfacAcniRER To ALL4W Eat A w,�uw O.YA' X AT WV NW E BETX4fl! S XVL ING GMYw/1L Al NWXPAIVNE MSLh!>iF. QTRAPPED ANGLE © 44 MULLION mer»awwuutw xat-maw,wuutm ava¢;.s.r svu'sr'r OE BUILD -OUT TUBE wsr»uwa+uuuwv EGtf+/r•t' G7 4X8MULLION PAt•mAtw�XUYAItOY sruaw•r COMPONENTS BASE SLAT mfsmnwawuwr v�a¢tr•r m V O ET BUILD -OUT TUBEfir emsmuuwivnutor seacE ls•r G 4fd MULLION o'• 44167 E3 BUILMUTTUBE e,y' }mN{RPiW FeIOY (1-� fCI3E 1Q.t• Oya•B.r3/P(iwiEUaDExTEK SCREW' CMBOt1 L1FEl scve ls. r ( 3WOHILTI.ING.KWIKBOLUANCHOi w Ww L a Wla••r IL rECO w.trt ®�..slu, rt aef= anw.fn.s two ��`/ 19estuussmn nf(L• 15kMN1A9il#Mllpll� ,a OPNON 02M AWBo tax• efs aer ACETAL BUSHING... I rySEVtloonasn ANfm I� w« OEIBtV:IAf'm! tENSIEKQW3frttd TEhSL:SiIESSATTBRAfYN i l!Y 114. V.4OJ 114'A Ytl ®tata¢ormKeeeuw ©RETAINING SYSTEM: SCREWBUSHING YXfi Vl.l• 1 fax• I 95Y A J�\7 l 11 Y O STORM BAR YAI.»uYaMW NtOY was tn.r LpRIDA BUILDING LADE (Nan BgM1 VI II Nautilus y RoUifAg SAONmSnbm SPRING ASSEMBLY 60 MM OCTAGONAL AXLE SIDE RAIL (MAIN SECTION) SIDE RAIL (COVER SECTIOI ALUMINUM STARTER SLAT ALUMINUM SLATS1-10 ALUMINUM BASE SLAT TUBULAR MOTOR CONNECTOR SLEEVE GEAR- PLASTIC OR ZAMA UNIVERSAL WITH DRIVE. 60MM OCTAGONAL IDLER IDLERBRACIETWITH BE SHUTTER 126 SR. dW & Y/7 CAP ENO (Typ. Ea. END) STOI & Y/7 (/& .., SLIT Vol SCMEDUt6 ON SHEETS 15 & 20) TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS.s, •* NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. PROCPDURr FOR SLAT INSTALLATION GIVEN A SHUTMR HEIGHT CASE I: ENUTFER HEWN EOU& OR UE RLIN 11'-O' APPUCABLE TO NST&U110NS W/O STORM BARS. W/ STORM BARS OR W/ STORM EARS & UULUONS W/ HEIGNR UP TO 11'-0'. (o) CNRTAN SN MART W/ 01 sun Al TOP. FDLL0I2D BY 12, I3.._.. IHEREAFIER, ALL THE WAY D L EACx SUT I SHALL CON56T OF MIN. FNE (5) SLITS OF MAT SUT NUUSM PROCEDURE FOR ADDING SLITS OONHWARD BELOR II SLAT SHALL BE CONTINUEO UNTIL TOTAL SNUFFER HEIGHT IS COUPLEIED. OUANTBT OF FINX SUT NUUBEF NSTA BEFOPE BOTTOM SUTQB MAY VARY WIM SHUTTERS NBGN. (a) BOTTOM SIATQB MUST BE ALWAYS NWMiEO. ♦>t CASE 2: SHUTER HEIGHT IARGER TNAN Ir-o' APPLICABLE 10 INSTAUARNS W/O STORM BARS AND W/ OR W/O MULUONS W/ HD6HFS URGER THAN IP-O'. (e)-EURTNN SHAH START W/ I1 SLITS AT TOP, FOLLOWED BY 02. /l, ..... THEREAFTER. ALL ME WAY UOWN, FISH SUT I SHAD. CON55T OF UN. nvt (5). STATE OF THAT SUT NUMBER. PROCEDURE FOR ADDING SLITS DOWNYTARO BELOW 01 SUT SHALL BE CONNUED UNTIL /10 SLAT IS WS14MO. AFTER /10 SUT 6 INSTA . AODONySAL #10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. (e) BOTTOM s T BQMUST BE &WAYS WSTAUEO. TYPICAL SINGLE UNIT ELEVATION�W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. 0 FLOWDA BUDDING P ENO) Mcr. UsLol SPACING L.-- M E SLTRmnE �7 M BROUS 24, 25 & 75) �W-1/10 (i OE © Of OR W-2/11 OR W-3/1201 W-4/13 BOX �1 1 I I it II 11 II 11 II ii 11 II TI II B 1 I I 1 11 II i 0 8 11 II IT ii i I i R B or R 8 or t _R / R'/ ll 11 II ii ii I R/8 Rj8 or R/ Max. SLAT SPAY f, r W 1/10 OR W-2/110B, W 3/12 W 1 MOx. SLAT SPAN Nay. SLAT SPAN' It uTS 12 /SUTs pLTS 3 GUTG SU15 SLATS SLITS Asu— (Typ. Ea. END) 09 SLATS suTs B (TYP•) (SEE SHEET 1LE ON (SHEETS 19 & 15) SHEET (SEE SCHEDULES LES On TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION •, •• . g/ MULLION & W/D STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALL--aT10EIGHT •CASE I: SHUTTER HEIGHT EOUAL OR LESS THAN I V-O`, APPLICABLE TO INSTALLATIONS W/O STORM OARS. W/ STORN BARS OR W/ STORN BMm3 & MuwoN5 W/ HElam UP TO it'-0'. (a) Con" SHALL STARr W/ it SLATS AT TOP. FOLLOWED BY Ip2. (3L __ THEREAFTER.ALI. THE WAY DOWN. EACH SUT ®'SHALL CONSIST OF FNE (5) SLATS OF THAT SLAT NUMBER PRO HE FOR AWING SLITS DOWNWARD BEI.DW 01 SLAT SWAL BE CONTINUE UNTIL TOTAL SH HEIGHT IS COMPLETED. OUANTRY OF FOIL SUT NUMBER' INSTALLED BEFORE BOTTOM SW Ply VARY WRH SHUTTER'S No". (B) BOTTOM SLATQB MUST BE ALWAYB INSTALLFO. •• CASE 2% SHUTTER HEIGHT LARGER R I V-0- APPLICABLE. TO INSTPll.fTION AID STORM BAR MO W/ MULLIONS W/ HEIGHTS URGER THAN (e) BooH. NGC SUT �SMA/tLBCONSIST OF FR'E (5) SLITS OF THAT Wt STS AT Top. FOLLOWED BY N2, pSLAT NWIB �PROCEDUREER All EY FOR ABBNO SLATS BOWNWDRD BELO'N At SLAT SHALL BE CONTME UNHL 110 SLAT IS tNSTALLED. AFTER A10 SUT IS INSTALLED, ADIRTONK 810 SLATS MUST BE USED TO COMPLETE THE TOTAL, SINKER HElow. (al BOTTOM SIAT(B MUGT-BE ALWAYS INstm LED. END d� m z ?Ng�� 0/8 AA (Typ... w 4V R/8 or R'/8 M41L STORY BAR SPACING — (SEE SHEET 22) 2 IT W-1/10 OR W'i2/11 OR OF ® ©W_3/12 OR Wa 4/13 hTTI W SPACHC I I lat WULWN SPACNG NRE ON sRIT 22) (EEE scROME --,( ON SHESS 24! 25 & 26) Or�rr� 9F. C:7F LW,WOx� p��aw®r gN1pH,� � 8'In—i1mmomr mmm lIllffi�� D m V/9 1D V/9 Mox. SLAT SPAN 1$ L SSLMS Mrs 16 fLW S SUTO (Typ. Ea. END) 12 91,15 Uo Ts (SEE SOHEDULES ON I (SEE SCHEDULES ON '(SEE SCHEDULES ON SHEET 15) SHEETS isj& 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION Wf MULLION I W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. mrs. h FLORIDA BUILDING CODE (Nm High Velocity BuNicmm Z ) O tp17 TUTEW OO M". Nautilus \ 9�PIMr�a~m 71r IL EC 0 m.- IMrz EXPERT SHUTTER. SERVICES INC, S1Oa & [NGHsaMXa aOxPAMT zw.. LntTNpRE sTRFLT 17-244 (bfw#* . fw.r..i wmn-INI &E8Wv vORf sT. LUOE. FL. St4eL �. )rn-eme.rui nl-eooe olAwma xe °� R sxm sun wµtER A 1&lwY. PE. FLGRpn u.l snar r< �I Y ppNREp /I6'o TInONS'YL W/ 2 1/4' Yin, OR 2*id 1 ,{ {`oas/4• RW IRA 1/ " NOR SOEIE EMSEDMENT S t'O.O.a0A6o' SALV. ALUIUNUM tUBE i" O.O. xw RMO 5,EEl W'ASNER O 26` aY. 5/1670 TAPCGNS.XL W I. WASHER O 24` Rs. 2 i/4• Min. EMBEDI O 2P R.e. O u f ; f ORPOINIEDUWN 6 v=RiREOU1RE0. I. i O I '� i I EDrE OF M OPENING II i. E%siIN6 (% G1,kSS(mONO�4 pG6[ING A55 1 3 I • I tb 1 SEE MCHOR "1': SCHEDULES ON BEE ANDHDR E F s z SNEEIS i6, 17 ppF { SCHEDULES ON , �16 o I + SHEETS is, 17 G. c A e 18 NON A s Min. SEPARATION ¢ TO CLASS s'�i To cuss DiFIIR g M! 1' S. DaWR kit y1UlEs. 3G OR � kkp@p �` n D of . E1 .,• i �t' � D O 0/8 a; 0/8 N 2 M S/,v. TMI 2 1/A ,a A. 02012 R=O va ' I RI AO Nautilus xoEmymulmrs�.Lam u ,,, L E� W` EXPERT SHUTTER SERVICES INC. rNa a LHGINLrawG s�.wra.w�u.W¢q. uw -A.N- &)pN-�fA. rn � �mpr-uN 1816 AW. &C�OP[SIAECI 9 17-244 :-.�x�Hueeaaa.emm ppg1 Sf: LINE, R, N9& irimm ttcm �n-m:a .ran en.evm wmv Iw 37M . SxRT 6 MA SE (Rj R'N' Ci i (RS 2'a6' COM, bpp9 f SiwO 0 t6' as wx. e RO) WALL MOUNTING. VI.ISHM. a W n. @ O�Bm0. 5@IPAttW 10 IXM134 Stt NICNon 3 scwOan[ av sxm z� 0/8 TNKOxS u )Y wm. M1OW 4A9 BUIL"-0 MOUNTING * IF W. 44167 ' omit Ttisto ao P.E. I BUILQOMMOUMING EXPERT yyyR l amm 7 L ffiIflNgH i0 CUSS SCfR6t d vVLL iw91 3 Bunlrnne famj ozaei er: �a m/RNii on[ 77-2A4 oMwn x. OP 1/b• SLIP FLUSH MOUNT (WALL" 0 SECTION 0-0 (PLAN) SECTION 0-0 (PLAN) ORIENTATION ,1 ORIENTATION j2 WALL MOUNT END WON WALL MOUNT END MUWON V-- (2) 2-W OR I2'xs" STU (SEE SHEET 20)(SEESpC& SZT 21) PlYW000, 17 & 0 C m ' INTERIOR'MJWON TRAPPED MOUNT INTERIOR MUWON INSTALLATION DETAILS INTO MULLIONS G, G1, G2 swr: 1/1 • I' Px 1/e sw L(0.\ 0 4' 0.91218• SU, l FLUSH MOUNT (WALL) A @,UILD—OUT MOUNT SECTIONS 0'-0' (PLAN) INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS �v4•-r 5 0 A SECTION W/ STORM BAR SECTION P-P PLA soar: a/la• '4r 1 1/2 II on IR• s® D SECTION 0'-O' (PLAN) ORIENTATION J1 WALL MOUNT END UWON 1 �>k Nautilus I FeDIvy SAvverSybtbm aM•/n EXPERT SHUTTER SERVICES INC. wr I I626 SH. PRiY00.£ $IREGI 17-244 I POFf 52. WCR. R. br964 rw,s. rru-am . na. m n,-area W�wG IM a Pr» 1 /2 Min. ED 3'�-� 1/2' Min. I D^'j''FOR 3/8'0 cmi ANCHORS (4) 3/6.0 CALK -IN ANCHORS OR 3 Tan ED. • NO, E.D.- Mlt 1/1-0 SOLID -SET ANCHORS (4) 1/4-0 SOLID -SET ANCHORS 0R y M N ED, i--�--d• Wm EO--� -FOR 3/8•0 KINK BO T 9 EXPANSION .NCOMS � (4)) 3(8Y %Alt &AT R WAv5pN AND" OR (a) ANCHORS, PER (4) S116'a TAPCON XL ANCHORS { STORU BVi CONNECTION. i/B Min. E.O i je" Mfn. E D O 5SLAY TAPCON #. ANCHORS i I. S 1' SEE TAME 2 ON SHEET 23 � � ` EDGE F Sf16•a U EMM XL WJ t•-- 2 1/4• Min, EMBEDMENT I" (TYP. TOP & BOTID\). / k fASHER . .060• I .V. i• sTttL WASHER o 24' .a K oamm 4' IN. 2- POURED CONCREI T 2' A @ POURED CONCRETE ALUMINUM ANGLE EA SIOE W%� (tbTH K. S^ mm. (I'c THICK Kai) 5 min. ;' O G ((2) i//6 0 IAa3//I IStY UILM TEN THICK kEWIREp i. 6/16.0 TAPOONSul, xl 1MCK DVPNEO 1 _ SCRE'J15•TO STORM BAAW W/ 2 TENT Him EMBEDMENT Mmor & 6 (Ti TOP k BOTTOM) e STEEL WASHER c0 I e, I I STEEL waSHrn o SECTION S— S o I { 24• e.e. n 27 O A BOX I u I bMwAil ANT A4Ax ° I I K a I M PY i' Min. FOR BOX ^ { WND LONE-�O -1 t DETAIL A 2• Min. FOR I }SEE STEP 3 ON SHEET 14 FOR SPECMt >1/4• 1 . 3 ' 1/6. SEr 3/8*E x 1 1/ USED JOINTLY YA/ YdNp LONE�I TRFAMENI FDR WIND 20.Nm 1 TNRU 3 d `� If4'D�i c 3/$ $WO -SET OR 1/e'0 A 1 1/4' Gt%-N Ai1tlIW54 I N I• MIN. FOR R RESPECTIVELY SHAdL BE LEFT TOGETHER W/ ANCHORS AT THE TOME WNO ZONE -•+� I STORM BARS ARE REMOVED. (SEE CU. a. 1-3.ttl TO so g I I I (2) ANCHORS- PER SS STORM MBAR CONNECTION. SSLE$ ONI A N� 2' Min. FOR n I ID SEE TABLE 3 ON SHEET'23 6 h 16) i ?�WiND620NE--I WAND �(Tvp. TOP k BOTTOM) jJE � °"�i (z) sJaY.CaLK-N MENDAS oR 1sEPARMAnoN To I (z) fl4Ysa.NO-SET ANCHORS 0a GU55(2) 3/a'O KWIK BOLT TL E%PAv510.YK._/n1 I(SEE SCHEDULES ON A I _—BEYOND EXISHNG—�j SHEETS 15 & 16) I(2) 5/!6.0 TA -CON Xl PNCHCRSI ( GLASS 4 2•. a 2•.2'r1J0'LO'-5• (6063-76 AUDT) E%ISiNO•—�i :I O ALUMINUM ANGLE El SIDE W/ GLASS. 6 I I S1 St (2) 1/4.0-14.21 6 iTwgIALDEII Tot I I { (IYP. 10PJ6Dif[Y)p (DP. iDPi@DDOIj p g. SCREWS. TO STO M OAR (� (Tp. TOP @ BOTTOM) SECTION S1 - S1 c (RP. fm/emrohi'� (n . ro /Bonou) � ° I I 2 1/16' ♦ 'AMi { u POURED CONCRETE �IAIN. ED E.D. p O 6 (1'e-3 ksl 5` min. t i/2'at i/2•x6.682'aCQvi. ALUM iIiICK RE�UBiEO 5/i6'a TAPWNS 1/ W/ -T 2 1/4 W/ 3/IBY MENT 0 e W 2 f!P ram. EMa®ynAr• •• 2 1/d• Min. EMBEDMENT a 2+• o.c. EDGE OF SV81 PW C/xCaOT L EOCE OF SCAB ,'1iALL MQU 6 APPDGBlE (fc D w IKRb 10' APPLICABLE : fV L ""•aF 'P : FLORIDA BUILDING CODE (Non BIN Velocity Bunimna Zmlc) 1J2 Mirt.-ED i/2 Min. ED_-M-:FOR 3/6'0 CAIC-N ANCHORS :e ,:4}sT o:°v 1n1Em axe I 01MaH sr L-3 IA E.D. 3 Mn E.D--11I—FOR 114•0 SCUD -SET ANCHORS * j +1 Naufilus k M E.D Mn E.D..—ry^fOR 3/B•akNM WLT R EIIPANSDN fiSNORS 2 •G S * liOBiTHg 5bMM0ySyshNa tWjlT/TT E.D 3• 1/B IAin. E.9.�4•-FOR 5/16'0 TOPCON M INCIORS•`yv�m i TIME C 0 IMO: oAn pM'•.^ �`1Ta- TIMA Tesnxa a txexecmxn tox-Ax} EXPERT SHUTTER SERVICES INC. > . •• . e P "" e:',ima°">n i ; twsw °5mj'x° 1626 sx: 6nrvoRc sTrTHn 17-244 FLOQR TO CEILING 1 TRAPPED AND WAU. MOUNTING.: STORM BAR n =ti f NgL EN6�,,1''1 ""' �T 0' I """ +"OR VN •TL 3T' SECTIONS V , ,'" a{ N7S Wno HUM i e°'}E a s Sm 0 Q c 'Mm.E ' Mn. EDGE OF SIPB 1 N IAPI1-CABLE-VBLE POURED CONCRETE n I (re. 8' Min. JxW M..) u T THICK REO'D. a .L e i e N CLASS C1A55 zu ufi. k �n 6 F G� �N e E E 4m F e ® E 0/8 or u,W 08 R/8 orT- 8 R/8 W N T m 9" I ti Y Mti E.O. OR (I) ]/4-0 RW0( BOLT TZ WANS. ANCHORS O END AND INTERIOR MULLIONS ©& ® (ORIENT MN RI) AND ENO MULLIONS©& C� (ORIENTATION 12) )Ain. E0FOR (21 3/4'0 XWIX BOLT TZ EgAN510N . ANCHORRS 0 INTERIOR MULLIONFj (ORIEWATION 12). EDGE Or SLAB IFIF �NCDBLE �� 37.3 .1/2'.0'-4' (6061-76 ALLOY) Mum. ANGLE FA SIDE YI/ (2) 3/4.0 TH U BOLTS TO MUWON & (0 3/4'C KW0( 80L T2 EXPAN90'. MCHOR W/ 6' Mm. EMBEDMENT TO POURED CONCRETE (Ty,. 70P & BOTTOM) SECTION X1-X1 W/ n ,(END & INTERIOR MULLION) A9/ ORIENTATION B 1) (6'x4') MMOR Mum. ANGLE EA SIDE W/ (2) 3/4.0 THgU &BOLTS -®- 3' TD MULuoN m.D ® (1) 3/40 WK BOLT TZ G1 C%PANSIOV MWOR 0/8 Or W/ 6' W... EMBEOMEW TO POURED CONCRETE (TYP. R/8 or TOP & BOTTOM) R'/8 ("1 IEXIDEOR x) VV. TOP/6GTM) ® T SECTION X1-XI W/ POURED CONCRETE / (r4 . 3 Im Mia) (END & INTERIOR MULLION) W Mm. THICK REO'O. (101/ ORIENTATION A 11 L1 I , I I ' (EDGE OF S� 8•z4-T EDGE Or 5� IF APPLICABLE PPLIfA LE ( / 6 RPPLXAPIE GOO (2) J/C0 EMO BOLT 72 E%PMSION Min. E.D. Mn. E.U. MCHORS O IWFAWR BOLT TZ (ORIENTATION 12). 1,42 ........... AND 81 Mn. E.D. "' MIn. E.D. R (1� 3/4'0 WX BOLT T2 —F-10N �x OaHOO S( REND CN 011ER Q2)M DONS ``` C >•. 5% END MULLION%(ORIENTATION ¢2) * / Ab.4416�.-�: FLOOR TO CEILING/TRAPPED MOUNTING: MULLIONS no OR -b t -TO 1 SECTIONS W-1 p 1, i —'• END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION SLUE: I/&- . 1' PX 9591A A *j1A /OAIE 1 1/2- G J. I A 3'x3'xt/2'x0'-6' 4' ExRlrall (6061-TO ALLOY) Mum. ANGLE EA. SIDE W/ (2) 3/4'P TySU BOLTS J. W/ 6' Mn. EMBEOMEW TO POURED CONCRETE (TYP. TO? & BOTTOM) ALTERNATIVE SECTION X1-X7 W/ CG * 1/2'x0'-8' (6061-76 ALLOY) MIGLE EA. SIDE W/12) 3/4'0 3OLTS TO MULLION (& (1) 4 KMK BOLT TZ UPAifAAAAttttf11f5104 , RW/ 6' Mn. EMBEDMENT TO ) CONCRETE Cl;. TOP & I�:LL'aIJiX:IPI:;•LU�91C9:1 (6061-76 ALLOY) 'Mum. ANGLE EA SIDE W/ 2) 3/4.0 TIiRU BOLTS TO MULLWN & (2) 3/4-0 NWIX BOLT T2 EXP SION MCHOR W/ 6' Min. EMBEDMENT TO POURED CONCRETE (TW. TOP & BOTTOM) (END MULLION ONLY (INTERIOR MULLION ONLY ALTERNATIVES SECTION X1-X1 W/ (W/ ORIENTATION a 2) FLORIDA BUILDING CODE (Nan RwH WvPty Rumfeane Lrn. ED. (SEE SCHEDULE EDGE OF SUB 6 �CARLf Q/8 Or R/8 or i R'/8 P r EDGE OF 4I9I UK ED. ffF M%#/RE SEE SCHEDULE Min. E.D. (SEEASOBEOULE RS— SEE SCHEDULE /1)'I I \\�F S� ISO CONCRETE -3WWP ). SCHEDULE II. m U C]SPE DDIERE© SEIREk lb MR k OREWOR) CAPPED U & U SHM EPAV COIEWD p! SOfEWRE ID FOR LriiA'UnW R}FS L 4 k p OI SI�.1 L ( (LURED LOAD; W WIXi 90CPiG MD 9A`I ➢45If1L91011): IEDUM Off 1 - RMMDAUL. HID COWICOL APPUDUIDRS WR AEOA Rel: 101w AS-O. DESCN PRESSURE FATK IY-C IUxNN YUWDI SPACHO. SEE SCNENAES 1i a 12 FOR ADUCu1 SPECS. I&NUM OS 1. - RESIMN, AID WIUERX APPLSAMN W/ JIM Iul. YADINY AS.D. DFSIN PRESSURE RArA C-0' ; YARIWY YI]LDLI SPACING. SEE SOID IXES It k 12 MR )ICOKV N. SPECS. ALTERNATIVE SECTION XI -XI W/ na FsANaol ODE D - mwm APPLGm Mt :mac psl. WIDELY ASR 1 I/2' DEM PRESSIRE RADNa r-0MkWN WIM (4'x6' INTERIOR MULLION ONLY W/ ORIENTATION 8 2) 1 1/2' SA¢ SEE sL]poous p k 12 MR AODIIO01 (2) AISIIORS (SEE S}(EDIAE 12) a 6 1-T6 ALLOY) SIDE I ALTERNATIVE SECTION X1-X1 W/ ANGLE Erl .n)roVMDiuoND� 4'x8' INTERIOR AND END MULLION W ORIENTATION T 3 Or 14) ANCHORS /8 (SEE SCHEDULE /Q _ 11/2' I—e---I a ® ALTERNATIVE SECTION X1-X1 W/ O X1 (4'x8' INTERIOR MULLION . ONLY W/ ORIEMATION 9 2) (fYP. fOP/BOOpU) YA311/CFO'-8' (E m. 3. IA.E E SIDE / I• EA SIDE W/ 2 1• 1/YO 1H BOLLS 10 -----_ /,., OUWON IW5/ �' i�EDGE OF SUB Gi 6' EXIERmR IO IPPUCABLE w wn. E.D. (SEE SCHEDULE ei) (4) ANCHORS 0 RED WNCREIE (SEE SCHEDULE 11) 32W Y.0.),SCHEDULE It. 1 1/2'-JF-]' Al YCOkIAT1AIC CCPYIIYAI V4 V4 IAII rn?T a FLOOR TO CEILING/TRAPPED MOUNTING: MULLIONS(G�OR .Q`b SECTIONS W-1 u (4'x8' IN AND END MUWON ONL41 1 OTjIyA')IFX{e]) IINSTALLATION * i ND.~4416T y: 1 InAT OnA nlAln IAIDTAI I ATInA1C , *�.—.� tii • SIDE RAIL QD AND BOX NOT SHOWN FOR CLARITY °;SCHEDULE /1 115RW110X Y]gE,I m LY(H01? TryC k Sal (RP. ]OP k !O]f0Y) I YIN. "01OR OISIAN4 m NS[S REO'0. EYBE01 m AIWIIM ]/B•0 mm m MR-H SMIN & 3/0'. POA91 riS1E191 6SOOf-B0.i ANCHOR mR©a ® INFORM YWIAVS 2 1/2' S 1/Y / GW II 112. 1 a• /2'. HAY NO NUS-N SCREA a 1/3'0 POWEN FISTD:FA - MY maRm MR ® (LIID a mYomR) YUWdI 1. n• «/ OPdA =I /I. /2-. Iwn WC XWIK MY R MY FOR & ® OOW W W/ 0b[NIAnOl1 12) k ®(ENO YN!!ON W/ 2 1/2' S 1/i neN 1). 4• 1/2•. HXTI WC XUS-M a 11/! . POWER F•SIEN�JL E- BOLT FCR C h w PITWOR ANCHOR a (m WLLIW) W/ OPoDRA11 w IL ]' B- 1/2-0 NO INC XWO( MY R wIahDLlOutfinoWx /PO1>Po. E1RAnON /2) AQl(gRfXit- p a• 1/2'. Mtn MC M -H SCRW OR 1/2'.'FOYDN F/SYWFR IDLE- MY AAOIW SEE • NOR ON SOL[p ble'g - 21 VAW MR Do a INfWOR YUWpxS 0 a 3• 6• F� / ORFNfnCM3 /1 OR /L SCHEDULE /2 f MBYAWnOX YIX SLIB YMCMLESS AXC1OR ttR f sIa (RP. mP a somm) YIX. AXOIOR Yq, mZ D�AV6 W REO]1 d0[pYDif YOI011 4 u a v a• S/e'. 1011 01C HIrs-H ARD1 a e/B'. POAW FMTONEI 2 t/Y ] 1/2' E-BDI] ANCHOR 02017 XTM() MG / r EXPE mxo a acwaawD ccYPaxY m �eaX Rsmn nu�Y I lmM�-11f0.. M � fX-0)W�-�Y1 VALRRA-CIRW b.. PL .L000A Lk. 0 .4161 pNIW. '/YL') an 1-244 M•XLf XO alm laor]. E 2"aMUWON OEPTN°I/8' C.L. �ALUM. TUBE (TOP & BOROM) W/ 1/4"0.3/4" RW GUMEX TEX SCREWS 5/16.0 TAT'CONS XL W/ 2 1/4� W/ I' O.D.e0.U60" GALVAm2ED SIM Min. EMBEDMENT 0 24 0s WASHER 0 24' 0.c. 1 112 ` EDGE IF APPLICABLE 'T I 1:7\ EDGE APPLICABLE CONTNUOUS 10' 2• 2 CONCRETE ( THIC I ] 3/4' M E.O.kin 2 I 2, END CAP 2' POURED CONCRETE J I/4- (Tc = 3 ksi Mtn.) �� Damm 8' Alin, THICK REO'D. \ POURED CONCRETE (Vc 31 ksi Min.) 4' DIIETEOR II ET1.+E0. Min. E. A. I 8' Min. THICK REO'D. z m A V'`.A \ \. A I Al ©OR Gt I DRERNR 2' G OR GT f 2 Y 4. �OR© M � ] 3 4 Min. E.. Y' / ] 3/4' Min. E.. 2' � I N 0/8 Of 1 I Q/B Of I L4'a4x3/B 1 In mR'/8 R/8 or s v I R/8 or R'/8 .L— _ _ (6061-TB A�'Q T GLE EL SIDE (6061-T8 ALLO) EDGE IF APPUCABLE7 Num. ANGLE FA 510E �z EWE IF APPLICABLE/ I I u In, SHOWN. MAY D (N50 SECTION X2-X2 W/ n OR �� ALTERNATIVE SECTION X2-X2 W/ n OR �s EbsRNG cuss I I INSTALLED TRAPPED MOUNTED PER SECTION R'—R' ON SHEET B.) (END & INTERIOR MULLIONI .(END & INTERIOR MULLION) sY, ,CI 1/16'\\\ e n I jW1 ORIENTATION B 1) (W/ ORIENTATION 6 21 (4°xfi° er s� Min. ED �1' 1 1/2'at 1/2'a0.O6YaCONT. ALUM. (6°%4' OE 8°%4°) g ] 3/Y - yf ANGLE W/ 1/4'0r3/4' ITW BUILDEX 3 MIN \ 7E7( SCREWS 0 24' O.c. TO TUBE. I � 1 1/2' • SIDE RAIL@NOT SHOWN FOR CIARrrf CONTINUOUS FfZE7aD.ql I 1 J' CONCRETE (reId I ]' ia' 6' 16n TMCX I I X2 (TR. Tw/aoRM i t/T t I/2' M. 1W/fieRfOD ] 3/4- \ 4'ri'a3/610'-10"(6061—T6 ALLOY) Num. ANGLE MIN. E.O. EO EO EA SIDE W/ (2) 3/4'0 TNRU BOLTS TO MULUO! & (2) 3/4"0 XWIK BOLT TI EXPANSION ANCHOR \ w/ 5" Min, EMBEDMENT TO POURED CONCRETE WNL. (TYP. TOP & BOtiOM). EDGE IF MPUCABIE WALL MOUNTING: MULLIONS (G70RM POURED CONCRETE WALL SECTION W2 END & INTERIOR WALL MOUNTED MULLION INSTALLATION s : 1/8' - t' EDGE IF 7 7 1/2' L6lL T 3 Lev �W o� 3 WNCAEIE (rc - 3 W Mn.) 6' Min. THCKNESS RDYD. 0/8 or R/8 or R'/8 1/4'00/4' OW BV?LOEX TEK SCREWS 2'xMULUON DEPDIx I/e' Cont. W/ t O.D.A.M* MVAMZEO STEEL 'ALUM. TUBE (TOP & BOTTOV) W/ RASHER C 24' o.o. 5/16'0 TAPCONS XL W/ 2 1/4' EDGE IF APPLICABLE Min. EMBEDMENT 0 24' ox, r _ _ _ y ] 1/2' Min: E.O. T \) (/ / POURED CONCRETE (I"c = 3 kSi Min.) EXID60R 6' MI.. THICKNESS REDD. 2' G OR a' END CAP 7 1/2' Ma EG. 2' 7 IXI-T6 '©OR Gt EDGE IF APPUCABtEJ A... ANGLE FA SIDE. Baum ALTERNATIVE SECTION X242 W/ GO OR QG " (INTERIOR MULLION) ® (4/ ORIENTATION & 2) ]/8 or (4°X6° 0T 4'X8') R/8 or R'/8 (WALL MOU14TED SHOWN, MAY Ln I D BE ALSO INSTALLED TRAPPED I IAOUNTED PER SECTION R'-R' I ON SHEET 8.) \ 1 M. 1 I/2'0 1/7x0. 3/4' ITW UILO 0 E. ANGLE W/ 10 24' /d' ITW TUBE. TEK SCREWS � 26' o.c. TO TUBE. - INRROu) 1 1/4. H 1 I/a' (tte. 1W/BORGO ] 1/2' CO JRNUOUS PCLEMD J Px4'xt/AxD'-6'(6061-T6 ALLOY) aum. ANGLE M. ED. CONCRETE VC - 3h"EO O EA SIDE W/ (2) 1/2'0 THRU BOLTS TO INWON Min. TTCKNESS &(2) 1/2'0 KYAK BOLT TZ EXPANSION ANCHOR RED'p. W/ 3 1/4' Min. EMBEDMENT TO POURED CONCRETE. WALL (TYP. TOP & BOTTOM). EDGE IF APPLICABLE WALL MOUNTING: MULLIONS (Gi OR(a� POURED CONCRETE WALL SECTIONW-2 QEND & INTERIOR WALL MOUNTED MULLION INSTALLATION ILICABLE TO A LIMITED LOAD. MULLION SPAN AND MULLION SPACING INSTALU EDGE IF APPLICABLE 7 1/2' Mint CO. , `OURS Min.. 'S' "In.) f e 3 ksi Min. REO'D. TMICKNESS \ DOQEOR 7 1/2' Min, ED. (6061-76 ALLOY) um. ANGLE EA SIDE EDGE if APPLICABLE ALTERNATIVE SECTION X2-X2 W/ CGS" E' 4 OSEE MAXIMUM Q(INTERIOR) & Q (ENO & INTERIOR) WALL MOUNTED MULUONS SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & R' ON SHEET 25 (LIMITED LOAD, MULUON SPACING AND SPAN INSTALLATION): mALLAIiON CASE C - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH G60:8 ip.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" IAAXIMUM�MULUON SPACING. VAUD FOR CON ECTION TO CONCRETE W/ HILTI INC MS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. I INSTAUATION CASE B' - COMMERCIAL. APPLICATION, FOR ±100.0 p.s.f. MAXIMUM A.S.O. DESIGN PRESSURE RATING. 8'-0' MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. A. TIU SIDE RAIL ®NDT SHOWN FOR CLARITY c"? tu.TFm Pa<: LIL E_.. BUILDING CODE IN.. 6yb Velocity Hunlmne 2Mae) Nautilus RoH/ng SAMNarSpftan k ta/x4/n SHUTTER SERVICES INC. 1625 S.W. OLMME S1111MI P6W 51. LIMIE,.{L .H90. 17_244 tWWxL � sxln IUIr2e I• Mln. E.O. Wn, E.D. Ofl (1) ]/4.0 KMK BOLT EXPANSION ANCHORS O END WWON (OMENTAIMUS 91 O S2). FOR (2) 3/d'0 KW9f DDLi R E PANSKIi1 Min. E.O.�� "Min. E.D. ANCXp O INTERIOR MULLION V3 0 AcPUCABLE I l l y r)� 1 r 1 t o wf'u m CONCRETE (Typ. TOP h I Y POURED CONCRETE (Pc - 3 kel Wn) ° G J" ® �J B" 'W.THICK R&D. n u n 0 o L2' 2•-� EXISS °ems ° I 0 Min. • 4 —a SECTION X3-X3 W/ a� G2 (END MULLION ONLY) ��" S� " IT ' '/ I 1 a (W/ ORIENTATION A 1) 'ar u (7NX4°) G zN n IIH 1/8 &3'®of E70ERIORn• Ore. t�/aoDUT);; III A fRP. I'D CONCRETE . 3 kEi tan.) in. THCK REO'D, EDGE Qi 51I8 I I I r i l j iEDGE OF STAB J A°RN9tE IF APPWBIE _ FOR (2) 3/4"0 KMK BOLT T2 EXPANSION W, E.O. K, E.D.—t—ANCHORS O INTERIOR MULLION (ORIENTATION 12). • Min. ED. in. ED. FOR (1) 3/4"0 KMK BOLT EXPANSION ANCHORS O END MULUON (ORIENTATIONS #1 a 82). i FLOOR TO CEILING / TRAPPED MOUNTING: MULLION MG SECTION W-3 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' — SCNE: LIB- a 1" P.E (END MULLION ONYI (INTERIOR MULLION ONLYI ALTERNATIVE SECTIONS X3-X3 W/ G? (W/ ORIENTATION @ 2) A.... = , CIL E F IL @ AND BOX NOT SHOWN FOR P, FLORIDA BUILDING CODE Mon HIRH Volocitt ° °'°" `°�` Nautilus 1 * Y c IL G CN INE:Y Ra➢fng32u0er3jaT0m {�+y� °>.d 1� TIWT TE=NG a ENGINECRMC C0 PANT EXPERT SHUTTER SERVICES INC. .f, \ ,1T n.. a`ft--it.. m wvw MiRM n Lw I 1626 zx. @(Tapp( SIpEEE mux un Nla ED, Min. E.D. SCHEDULE 0I 1 (SEE SCHEDULE RED CONCRETE • 3 YsRYin.), SCHEDULE B1. n n n CLASS n 1' " G3 i i; o(IFRIOR C (TR. fX,BOnW)( II 1 (BP. win ^,Ro I) EOCE O< SUB 6 IPPLICI9LEI An. E.D. '(SEE SCHEDULE ALTERNATIVE SECTION X3-X3 W/ CGS (W/ ORIENTATION 8 2) (2-x7' INTERIOR MULLION ONLY) IED CONCRETE 3 M; Min:). SCHEDULE it. I Eva or SUB Min. ED. SCHEDULE Jl) FLOOR TO CEILING /TRAPPED MOUNTING: MULLIONS G3 SECTION W-3 u S - 1/8• - r r" • SIDE RAIL@ AND BOX NOT SHOWN FOR CLARITY. Tl(VT SEE MAXIMUM (a (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE ib' FOR INSTALLATION CASES 1, Ia & D ON SHEET 25. 'i (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION CASE I iRESIDENTIAL AND COMMERCIAL APPLICATIONS WITH 560.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0' MAXIMUM MULLION SPACING. SEE SCHEDULE 81 FOR ADDITIONAL SPECS. INSTALLATION CASE L — RESIDENTIAL AND COMMERCIAL APPLICATION W/ *60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0' MAXIMUM MULLION SPACING. SEE SCHEDULE Q1 FOR ADDITIONAL SPECS. INSTALLAIICN CASE H COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, B'—O' MAXIMUM MULLION SPACING. SEE SCHEDULE {1 INSTALLATION MIN. SLAB THICKNESS ANCHOR R SIZE YIN. ANCHOR NIN. EDGE DISTANCE FOR CASES REO'D. st TOP 8 BOTTOM) EMBEDMENT ANCHOR 3/8.0 HILTI INC HUS-H I 4- SCREW. 2 1/2' 5 1/2- /0.0 POWER FASTENER WEDGE- BOLT ANCHOR E. 4- I/O2LT HILTI INC RMK 2 1/2- 5 1/2- II S' /2- INC KWIK 3 1/4' 7 1/2- rzILTI OC 10 [t IIINS ♦ ma 49tTY / "M Wv011 •a 2d 6t-Yw��. umleooa�ul0 zw,ee ♦♦I dureo aa-te9 LW mu•rxa-m (am wu� Seam v'3om '¢4 bbZ—LI "M4 RIO♦Itlid Mt 'M.S BL9 w,rt a�'w"xwr wa:w'we.at`'n '0NI S30IA83S 83llnH5 1834X3 `"4% wa"13` aNUM , 41/rL/w uLyr(rAapar146uryey i 'aN1 O snjpneN + �mwu t94o i UILY7O 801 NMOHS ION QIItlN 3015 t NOgtl1N I80. ht aIU14JINI le EJNd) s /N14X-YX N0I103S �. �31evQnadr n 3Qa3 T r '305 Y3 310NV 'Wr. Uollr vt-leas) .a/r?'.r+.r \ 03 W .r/r 4 .�L 1 U01l131K3 r '0,03N AOINl 'u!ry „ n J) 31340N00 MlMd I `3l81011ddY 31�3003 .I = .0/t ms NOmnw a3lNnow ilvM N PM N01133S -nVM31.3HDN00 03un0d 31380NOO 034nOd M 1N315030M 'u!N NoNaw NOIswdx3 zi 1109 NIMN o.Y/r Nm=n oial mN o.r/r (L) /m 31 now'W-W (AOlw 91—t906).o1-.w.9/[ {rOLLw/d9t'BW. .L/1 '30ni .oi 'wo ,bZ ® viums x3011n0 mL .b/r"e.b/t /At 3 'NnM'1N00x.zovox.i/l vxx LOIY M (10 133HS NO .0-.0 N01103S Lad 031NnOY4 03ddYdi 03IWiSm OS'iq %"` 30 AMA 'NmOHS 031NLIOYi 1T4 0 dY3 MG � I 83H vm 13US a3ZINYAI10 . 0a'WOO ,t /m *A z /m lX 9 os x u x3O11m m (AGUOS A N01'13nvi � oNuNnon ilvm dl 30M u wq 'zA 1 1J) 3l3LON0O �--03800d SnOnNiW00 I '0,03tl xo411 'UN .0 * 313hMM H Q3 NM i r/r c ]noO1dd 9 30M EDGE 6 APNCABtE 2'KMULLI0N DEPRIa1/8' Cont. ALUM. TUBE POP k BOTTOM) W/ 1/4'o�J/4' BW BtKDEX TEK SCREWS j \\\\\2 \ \ \\\ �S/18'o EMTAPCANS XL W/ 2 1/i� W/ I. O.D.�O.M- GAUiA ED STEEL 1 2 Min. BEDMENT ® 24' o.c. wA$NER O 24' ec. 4 3/8- mi. E.D. END CAP CONTINUOUS POURED i CONCRETE (fc - 3 W MA) c.. B_K.D. THICKNESS tl-Ms. REOD. ° I G3 ° n ° ( n (WALL MOUNTED SHOWN, MAY '• n I D BE ALSO INSTALLED TRAPPED e DamNc 41 m 1; MOUNTED PER SECTION 0'-O' ° ON SHEET B.) n0. D(IER IDR /8 \IpL Min. ED I i/2'c1 1/2'4CONT. ALUM. A'Zi NGLE 1*00/4' RW BUILDER WIN. rD. TEK SCREWS 024'a.c. TO TUBE. 4 3/a' \-(2). 3/8'0 KPAK BOLT T2 EXPAN=N ANCHOR IA1R. E.D. W/ 2' Min. EMBEDMENT TO POURED CONCRETE \ \ `\ WALL. (TN. TOP N TT EDGE IF APPUCABLE \ CONTINUOUS POURED •'� •Q CONCREM (fc s 3 to VA) S' EEn 7HOCIE55 REO'O 1 WALL MOUNTING: MULLION POURED CONCRETE WALL SECTION W-4 Q INTERIOR WALL MOUNTED MULLION INSTALLATION * =90 BLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS " SCAM 1/8' = 1' P.E. EDGE IF AcRUMLEI 4 3/8' CONTINUOUS POURED CONCRETE (fc e 316 8' Km. THICKNESS REO'D. 3:1•;1 4 3/8' EDGE IF APPUCABLE�/ SECTION X444 W/ 45); (INTERIOR MULLION) (W/ ORIENTATION R 21 (2-07 Q SEE MAXIMUM Q (INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 26' FOR INSTALLATION CASES I' k R' ON SHEET 25 (LIMITED LOAD. MULLION SPACING AND SPAN INSTALLATION): IISTNIATION CAM r — RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH t60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0' MAXIMUM MULLION SPACING. VAUD FOR UNNECTION TO CONCRETE W/ HILTI INC HUS—H OR POWER FASTENERS WEDGE —BOLT ANCHORS I STAUATION CASE Tf — COMMERCIAL APPLICATION FOR ±100.0' p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING. 8'-0' MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. A• T/(& SIDE RAIL QO NOT SHOWN FOR CLARITY I I uENSF ~ _ Fv .44167 ': : 02017 M= mL Nautilus Ro1Bng3TOHafS"(= ml24/12 mrt SHUTTER SERVICES INC. lue sw. mmn WRUil 17-244 Pm W. LDG2. FL N°A4 mA�Of. b Ul M-w.L .I/.c ffXl A•VIJf arm Sq[F INOI'A STEP 1: OBTAIN JOB SITE'S AS.D. DESIGN PRESSURE RATING (p.n.L)FOR THE OPENING AND DESIRED SLAT SPAN -L• (Po TO PROTECT IT (SEE GENERAL NOTE 02, SHEET 1). STEP 2: ENTER TO CHARTS (la, Ib & IV) THRU IC ON SHEET IS TO DETERMINE. BASED ONAN IQ• SLAT SLIP On). ANCHOR TYPE AT SIDE RAILS; AS.D. DESIGN PRESSURE RATING (P.s.L); THE REQUIRED MAX SLAT SPAN "L'ft. THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION: • ENTER ASO. DESIGN PRESSURERATING: SEE STEP (1) ABOVE. • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: Uw: THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICHA GIVEN Irr SLAT SUP MAYBE 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). OBTAIN INFORMATION ON FOR STEP 4: IF PRODUCT INSTALLATION INCLUDES STORM BARS, MULLIONS OR STORM BARS B MULLIONS, THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE 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 Ic. ON SHEET IS. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE ION SHEET 22 W/ASA DESIGN LOAD: STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3 ON SHEET23. WITH A.S.D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP 8 BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A 8 D) OR REMOVABLE (ANCHORS 8 8 C) INSTALLATIONS 8 A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. CODE CONCRETE BLOCK PROCEDURE 4b: IF MULLIONS ARE USED BUT W/O STORM BARS 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL SE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER SCHEDULES I THRU 2c D SHEETS 24.25 MAXIMUM WLI A.S.D.LiDESIGN LOAD ; MAXIMUM WA LIED SPACING (MAXN IN S' OR T). AND DETERMINE MAXIMUM MgqLLIQN SPAN (HEIGHT) TYPE INTERPOLATION M BETWEEN SPACINGS FORA GIVEN GG:(G7 . (13 8 IGi1. MULLION TYPE 6 3. SEE SHEETS 10, 10A 11, 1IA, IZ 12A 13 813A FOR REQUIRED MULLION CONNECTION DETAILS AT TOP 8 BOTTOM FOR FLOOR TO CEILING (TRAPQEDUOR 41SLL MOUNTINGS OF MULLIONS INTO MULLION FOR A GIVEN MUON TYPE(®, 8�). PROCEDURE 4c. IF BOTH STORM BARS 8 MULLIONS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALL BE BASED ON CHART Ic, ON SHEET 16, 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 SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT). 4. ENTER SCHEDULES is THRU 2c ON SHEETS 24.25828 W/AS.D. DESIGN PRESSURE RATING; MAXIMUM MULLION SPACING (MAX.,IZWORT).AND DETERMINE MAXIMUM MULLION SPAN 9 (HEIGHT) WIALLOMUWON ONTRPEN LATION IN BETWEEN SPACINGS FOR A GIVEN 8 ), S. SEE SHEETS 10, 10A, 11, 11A, 12, 12A, 13 813A FOR MULLION CONNECTION DETAILS AT TOP 8 FOR A GM FOR FLOOR IVEN MUWONO C TYPE LNG QRAaAP gO)�R WALL MOUNTINGS OF MULLIONS INTO CONCRETE PROCEDURE PER STEPS 1 THRU 31S SIMILAR FOR INSTALLATIONS INTO WOOD FRAME TRUCTURES. SEE SHEETS 20 8 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO SLAT PERFORMANCE CHARTS Ia. III. lb' & IC: (ONLY VALID FOR 1/2" SLIP) FOR A GIVEN A.S.D. DESIGN PRESSURE RATING(p.s.Q, PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS WI OR W!O CHART Ia CHART Ib CHART Ibl CHART I0 IAS: ASD. LOAD USE UMUM POWME "AI I= VALUE 3/8"0 KINKBOLT 3ANCHOR POURED CONCRETE 5116'O TAPCON XL ANCHOR 5I78'D TAPCON XL ANCHOR 10 6Maur ro, rn cOl cOMO¢I6 sack To vw910 cca MAX A.S.D. DESIGRJESSURI RATING (Poo HAIL SLAT SPAN 'Lmw (FT) lou R2ma YYYDd1MMM � NOW IWlflif 1WIIXf �/� ffi 1411p f ffi MDItl f M01® f ffi Mora f SLAT SF 'LMAIL' (FT) NUPR iR%INT 1101A1T 11/© Mons f IDrm ffi Irtrm.f MAIL RAT SPAN 'LMML' (FT) �,yy RIMPID bAD-M YOm Mm 110Uiff �/© ffi Mo1s f ffi Moto • ffi hole f 'ffi Mmof REQUIRED MIN. SEPARATION TO GLASS MEASURED TO HACK OF RAT (in) W/o SIOfN BINS WA RIXW BARS 2 WIND ZONE ZONENND WKE 1-3 4 1-3 ' 4 30.0 20'-W 15'-4' 20'-0' 20'-0" 2V-0' 15'-4' 20'-0" 181-0' 2W-0" IS'-4' 18'-0" 15'-6' 1' 141 2' 6" 7' 35D 20'-W 15'-P 20'-0' 18'-D' 20'-0' 15'-0" 19'-0' 16'-3" 2W0' 15'-0' IV-3" 14'-0' 1" 14 1 2" 6' 7` 40A 20'-0' 15'-2' 19'-7' 16'-6' 20'-0' IC-5' 17'-4' 14'-10' 18'-11' 14'-5' 14'-IW 12'-9' 1' 14 1 2' 6" 7" 45M 20-0' 16'-0' 18'-0" 15'-3' 20'-W 14'-2" 16,-0• 13'-0' 17'-4' t4'-2' IY-9' 12'-0' I' 14 1 2' 6"i 7' 50.0 20'-0' 14'-tO' 16'-9' 14'-2' 19'-t' 13'-l' 14'-10' 12'-10' 16'-2' 13'-1' 12'-9' 11'-0' I. 14 1 2' 6': ]` 55A 20'-0' fO-8' IS'-8' 13'-4' 7 -9 12'-1' IS'-0' IR'-P 12'-0' f0'-6' 1' 14 1 2• e' ]' 500 19'-5' 13'-9" 1P-9' 12'-]' II'-8' 13'-2' It'-5' 14'-2' 11'-0' 11'-C 10'-0' 1" 11 I 2' 6' 7' 18'-C 12'-II' 1J'-II' 11'-11' 10'-11' 13'-O 11'-0" IP-10' B'-6' 1' 1. 7' 70.0 17'-4' 12'-1' 13'-3' 1V-4' 1 15'-0' l0'-6' 11'-10" 10'-4' 12'-9' IV-6' 10'-4' 9'-0' 1" 13 1 2' 7' 750 16'-8' 11'-7'P—tZ-7' 10'-10' 14'-3' 10'-0" IV-4' V-11' tT-0' 10'-0' 9'-10' W-10' 1' 13 1.2' 8'I 7" $0.0 15'-8" H'-0' f0'-5' 13'-0" 9'-5' 10'-10' 9'-7' 11'-Y 9'-5' 9'-J' 8'-6' 1' IS' 6'7' 55A 15'-0" 10'-6' HY-0" 13'-0' 9'-3' 10'-5' 9'-3' 1V-2' 9'-3" T-0" 8'-3' 1'13" 6'7"90.0 1C-2' 10'-1"' 9'-8' 12'-6" 9'-10' 10'-1' W-11" 10'-9' W-10" 8'-10' W-0" 1'121 2" 6' 7' 95A 1J'-5' W-8" T-4' 12'-0' 8'-5' W-9" 8'-7" 10'-P 8'-9'8'-&" 7'-9' 1" 12 1/2' 6', 7'f00A 12'-9" 9'-4' W-1" 11'-s' T-4' T-5" 8'-4' IV-0' 8'-4' 8'-37 T-6' 1'12' 6'� 7' W10101 12'-2' 9'-0' 9'-9' 11'-3" B'-0.W-2" 8'-2' W-8' 6'-0' 8'-W 7'-4' 1" I1 1/2" 6'7'110.0 1V-T W-8' 8'-6" 10'-11' 7'-10` 8'-1D' 7'-Il' 9'-3" T-10' T-9' 7'-2' 1'11 1 2' 6" 7" 115A ll'-1' 8'-S' W-4' /0'-7' 7'-W 6'-5' T-B' 9'-0' T-8' 7'-8' 7'-0' 1" 11 1/2" fi' 7'IMA f0'-8' 8'-1'' W-2' 10'-3" 7'-5' W-5' T-G' W-11' 7-5" 7'-5" W-10' 1'11" fi"' 7' 1210 10'-2' 7'-9'" 7'-tl' IT-0" 7-2' 8-2' T-4' 8-8' 7 -2' T-3' 6'-8' I' 11' 6"I 7' 130A 9'-10" T-6" 8-9' T-9' 9'-9' 7'-0" e'-0' 7'-2' 8'-5' T-0` 7'-T W-6' 1 101 2' r T 135A 9'-5' T-2' e'-6' T-7" 9'-6` 6'-10' 7'-t0' T-P 8'-2' S'-10' ]'-0' 6'-5' I' 10 140.0 9'-1' T-5' T-1" 7'-5' 6'-11' 8'-0' - W-10" V-4' 1" 10 1/2' 6' ]' 14" 8"-10' 8'-2' T-3' W-10" 7'-8' - T-ID' - - - 1' t0' 6' 7' 150A 8'-6' 8'-0' 7'-2' a'-e' 7'-4' - ]'-9' - - - 1" 10' 6' ]' 155.0 8'-J' 7'-IW T-W 8'-S 7-2 l'-T 1' 10' 6' 7` 180A 8'-0' 7'-8' 6'-10' W-0' • NOTES 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 h 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. 2. REOUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/8.0 KMK BOLT 3 ANCHOR OR 5/I6•s TAPCON XL ANCHOR. INTO POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK. OR WITH 1/4.0 TEK SCREWS AT MULLIONS CONNECTION. VAUD FOR WALL MOUNTED. TRAPPED MOUNTED. AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION BETWEEN ENO VALUES L-A:7/1 MAX. ANCHOR'S SPACING SCHEDULE V8 R44q 0'-4' T > Y-5' T > 5'-6' T > T-T T > T-9' T > 9'-12' T > 12'-16' T > 16'-20' T s 00.0 9' 9' 9' 9' 9' 9' 9' 9' 1- 9' 9' 9' 9' 9' 9" 9' 8' >41-60 9' 9' 9' 9' 9' 9' 7' 5 5/8' >a1- 0 9' 9' 9' 9' 9' 8' 5 5/8' 5 5/8' >a1-106 9' 9' 9' 9' 9' 6 1/2' 5 5/8' - >10a-120 9' 9' 9' 9' 8' 6' - - >121-1a0 9' 9' 9' 8' 7' 6' - - >141-160 9' 9' 9' 7' 7' TRAPPED MOUNT SLAT SPAN RANGE oF.9�1 PFISSURE PAM 0'-1v T > 4'-S' t > 5'-6' t > 8'-7' T > 7'-9' T > 9'-12' T > 12'-16' T > 16'-20' T I MA 9' 9' 8' 9' 9 9' 9' - >a1-69 7 1/2' - 9' 9' 9' e' - - >91-laa 9' S. 8' - - - >106-120 S. 9' 9' 8 1/2' 8' - >ut-1PA 9' 1 BUILD -OUT MOUNT SLAT �SPAN� [o] I t him MAX. SUIT SPAN FOR A GIVEN A.S.D. DESIGN PRESSURE RA71NG SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. SLAT SPAN RANGE I' p1DES"E > 4'-5' T > 5'-6' T > 6'-7' t > 7'-9' T > 9'-12'1 > 12'-le' T > 16'-20' 1 To+ E E E E E E E E E E E E E E E a s0.a 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9" 9' 9' 9' 9' 9' 9' 9' 9' 7 3/4 T T 5 5/8 1-a0 S. 9' 9' 9' 9' 9' 9' 9' S. 9' 9' 9" 9' 9' 9' 9' 9' 9' 7' 7' 6' 5 5/8' 5 5/8' 5 5/e atl-60 9' 9' 9' 9' 9' 9' 9' 9' S. 9' 9' 9. 9' 9' 7 1/2 7 1/2 6' 5 5/8' 5 5/8 5 5/e 5 5/8' 5 5/8' >61-89 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 7' 5 5/8 5 5/8 5 5/e 5 5 8 5 5/8' >91-106 9' 9' 9. 9' 9' 9' 9' 9' B. 8' 6 1/2 6 3/4' 6 3/4' 5 5/8 5 5/8 5 5/e 5 5/8 >106-120 9' 9' 9' 9' 9' S. 9' 9' B' e' 8' 6 1/2 6' 6' 5 5/13 5 5/8' '5 5/8 >121-IQ 9' 9' 9' 9' 9' 7 1/2 8' B' 6 1/2 8' 8' 6' 5 5/8' 5 5/8' 5 5/8 >141-160 9' 9' 9' e' 8' 6' 7' 7' 5 5/8 6 3 4' 6 3 4' 5 5 8 5 5/8' S b: „_ - 1 MAX. ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE W/ 5116"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN LOAD & SLAT SPAN RANGE WALL MOUNT A1A SLAT T MMO.. SLAT SLAT SPAN FOR A GIVEN A.S.D. DESIGN LOAD SPAN-1 o SHALL NEVER EXCEED MAIL SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART SLAT SPAN DEFINITION ON SHEET 15. TRAPPED MOUNT BUILD•OUT MOUNT dtt �'�UCEIy ..,, J• •. tT ✓'; FLORIDA 6UBDING CODE (Non R'qn Yebail7 Rurticmtn Zane) nma wa. Nautilus a. Ro7ROgJLONors"Ian nrzt> .�•+ Sa `"'vnna s oaawrscma waP>ar EXPERT SHUTTER SERVICES INC. _ n R•DA;,�>7�Q' it .�..m v, a xi..w..m�s n sw 1 1626 &W. enttroxE susn 77-244 -lS/O� r\ tttt\ :1"M"_�21�=a ; }n:_fLl Nam"' AL � fbW Sl. IYCE. iL a49n1 t«m 1.9.py9. W[ t ntbn9 Of1wi b ENV tt rULI[A A Y. P.G P.E S'GK/61SIA PE/ONE aoara u° u�nt sim 17 vos SPAN RANGE �qtq 1i111427ptl) 0'-4' T > 4'-5' T > 5'-8' 1 > 8'-7' 1 > Y-f)' i > 9'-12' T > 12'-i6' 1 > 18'-20' 1 t ]0.0 S. 8' 6' B. B' B' 7 I/2" 5 7/Z' >Jt-d6 8' e' B' B' B. 8' 6" 4' 8' J 4' >81- B` B" B' B' 7' 4 1/2' 3 J/4' - e 67 2' S' JJ4' >106-t2o S. 8' B' 6 1/2- a 1/2' J 7/4' - - >tm-tw 6' 7 1/2' 6' 4 i/2` 4' J J/4' >tu-16o B' 6' S' C 4' �yy SLAT SPAN RANGE n[iot nm9A 0'-Y 1 > {'-8' T > 5'-8' 1 > 6'-T i > T-6' T > 9'-12' i > 12'-16' 1 > 18'-24' 1 t JOA fi' 6" 6' 6' 8' 5 f/2' >q-bo 6' 6' 6' 6' 6' 6' S 1/2' 4' 4 1/2' 4' G. 4` 4 3/4" 3 3f4' 3 J/P >108-t20 6' S' 4' 3 J/4" S 3/4' 4' ! 3/4' 3 3/d' - - >ta-tr6 fi' 6' S' 3 1/4' J J/{` Asn. SLAT SPAN RANGE q® 0'-{' } > 4'-5' } > 8'-6' 1 > 8'-T 1. > Y-8' 1 > 11'-72' i > 92'-t8' 1 > i8'-20' t E E E E E E E E E t l6.6 6' 6' S. 6' 6" 6' 6' 6' 6` 6" fi' 6' 6' 6' 6' 6' 6' 6' S i/2" 5 t/2' 4 i/2' 4' 4' 3 3/4' 6' 6' 6 6 6' 6' 6' 6 6 J 4' ] !/d' 3 3/4' >N-6o 6' 6' 6" 6" 6" 6' 6' 6' 6' 6' 6' 6' 8' 6" 4' 4' 3. 3/4' J J/4' 3 J/4' J 7/4' 6• 6' S 1/2 6' 6' S' S' S' t' 3 3/4' 3 3 6' - !>iff=l0a 6' S. 6' 6' S. 8" 8' 6' S 3/4 4 1/2' 4 1/2' 7 3/4 3 J/4T 3 1/4' 3 3/4' 1 3/4' 3 3/4' 7- it06-t70 6` 6' 6' 6' 6" 5 t/2 5 3/4` 5 3/4' 4 1/2 4 1/2 4 1/2' 3 3/4 J J/4' 3J/4' 3 3/4' - - - - - - - - - >131-tw 6' 6' 6• 5' 5" 4" { 3/4 4 3/4 J 3/4 4 1 2 { 1 2 J 3/4 J J/4' J a/A: ,...- >t41-t6b 6' 6' S' d 1/2 4 1/2 J 3/4 4' 4' {' 4' J 3/{t' WALL MOUNT OE6A PRUM FIssm0'-4' R>WI (paT.) SLAT SPAN RANGE 1 > 4'-5' 1 > 6'-6' 1 > 8'-7' 1 > 7'-9' 1 > 9'-12' 1 > 12'-16' 1 > 18'-20' 1 s ]0A 8' 8' 8' 8' B. 6. / 1 2 S. 8' 8' 8. 8' 7' 4 1/2' - >0-60 e" 8' 8. e' B. 4 1/2' - >61-e0 6' e' 7 i 2 7' S 1/2' _ - - >ei-IDS 8. 8' 7 1/2" 5' 4' _ - - >106-120 B. 7 1/2' 6. 4" >lat-1 5. TRAPPED MOUNT OMAN P I(E RAROE (W.) SLAT SPAN RANGE 0'-V 1 > 4'-6' 1 > 5'-6' 1 > 6'-7' 1 > T-9' 1 > 9'-12' 1 > 12'-16' 1 > 16'-20' 1 s ]9A 6' 6" 6' 6' 6' 6. B. - >31-40 6' 6' 6' 6' 6' 6' 4 1/2' >41-60 6' 6" 6" 6' 4 1/2' >e1-e0 6' 6' 6' S• 5• 4 1/2' - >et-10.9 S. 6' 6' 4 1/2' 4 1/2' _ - >106-120 S. S. 5 1/2' 4' 4 1/2' - - - >121-1a0 6' 5' 4 1/2" ] 3/4' - - - >141-160 6. S' 4' BUILD -OUT MOUNT SLAT �SPAN� [o] ? Kom MAX. SLAT SPAN FOR A GM A.S.D. DESIGN PRESSURE RATING SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. e " ' �a��c7�c7Ca7C�7C�7Ca7C�7C�7CalC7C�7Ca7C�7C�7Ca7Cc>1C�7�a�CdCc�7Cal(c7C�7 �eeeeeeeeeeeeaaaaa®a�aeae �eeeeeeeeeeeea a®®aaaaeaa� �eeeeee��eeeea®cu�eeea�aoee ��eeeee�_m6�_�_�a®eeaaaeaa�aaae �eemde m� �a®eaaaaaaaaaa�aaaaaaaaaaa 01111 -MA (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM &S.D. SLAT SPAN RANGE f DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-1'6' > 16'-20' RATING (ps() Vxr2l Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy s 30.0 10 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 550 263 711 315 1142 368 1372 473 2009 591 2492 638 — — >106-120 313 728 300 881 360 1345 420 1587 540 2112 640 —>121-140 552 960 350 1003 420 1612 490 1869 630 2039 635 — — — — >141-160 781 1 320 1 1186 400 1322 480 1873 560 1740 640 — — — — — — IN SIDE svTN ~SPA C� SLAT SPAN DEFINITION A. %` - FLQPo BUILDING CODE (Non Hge VNoeity Huvicene Zork No. 44167 t *' �w 3uL'* , C 0i) fi Rt6 WC IL E C O INe. Nautilus Reny JBudarSyahmNnn CA ex 9n y^�'•'. �,T.--MM 4-p roar r[mxc a Txcwaowo cC.., , se aniM n -1. viv Min m . r:, wv eu.rzx ti run x. v[, H.OP+W tk. / ktei EXPERT SHUTTER SERVICES INC. ISM S.M. ftl svQ rwn sr. ucs n. t 7-244 sim rI voc P.E. SFhI/AGffRAiQ CE SLAT PERFORMANCE CHART Ib1 & ICI;(ONLYVAUD FOR WSUPI SLAT PERFORMANCE CHART ITbI & IIC1:(ONLYVALID FOR tA' SLIPI MAXIMUMSLATSPAN AND MINIMUM SEPARATION TO GLASS FORA GIVEN VLOOD GRADE. A.S.D. DESIGN LOAD IRS. BLAT SLIP Im"AND FOHAGNEN MAAIYUMAEn. DESIGN PaE59URE MlIAG (p•6AX06x1INERMOUNTCONOlIIIXif0a FORAGIVENMA2GiUL10.Ea CESIGN PRESSURE RAWG(Pe0AND 91UfiERYOUNTCO1DmON FOR SHUTTER MOUNTING TYPE FOR WOOD FRAMESWALL 2N,11'STUDS. INSTAUARONS VSOSTORM EASE PER DEENL20ELOW VlSIALURONSYtO BTOPN aAR6 PER DETAIL] BElAW AS PER LIMITATIONS ON DETAIL I CHART Ib1 Elmbi CHART IC1 CHART IIbI CHART IIC1 IH YW W CITE IOE�I ItHpC p01102PM A]L INTO UND VALUE UZ W91Y YM[ ®IOIt {®RR Mp IQABEAsn IM4. Lp•A LWIA'[`9'p' SHB'D TAPCON%L ANCHOR MOL SLAT SPAN •�•• (rt) WISG TAPOON XL ANCHOR Y6L SLAT SPAN 'LIDL• (IU MAX.MAMIAM SLAT SPAN 'LIUJ:• (I!) Somm MN. swum m 1E9.RaD ro ELML v sA C) wo2r SOm l RFAUln VAX SLAT VAN •LNAL• (n) REMSED IfL SEYMIADI m OUSE mmm TO E1CL or sD N a InFt ar (0✓1 )SAINT C10• tM,A-w� • WON w n A. = W o sraBl am � IMU � MIa1 Ya�p�( � 1 on ,�,R w o smRM BM6 llA9-IWR9 r1✓DAZONL wF0 2Od5 VCAa2alE J0.0 • 10'-0" t0'-0• W-0" D'-t' 1" 9 1 1" MIA • B'-J' e'-3' -)" 1' a I B'SSA •• 10'-0' 10'-0" 10'-0• T-9• 1•'S A •• T-9' T-9' -]' I' a I a'W-0' t0'-0' 10'-0' r-5' 1•B I 1a0 r 7'-D• 1'-1•'-0• %3YW 1" B 1 a- A•+0 �• 10'-P 16'-0' W-o' r-2'mi' a 12' aa.0 ••• >'-.' r-C-9'Sao. W-0• ID•-W m'-o• r-0• r e1 2- 0oc ••• ra' ra• -a• r e I e- 10'-0' -0' 10'-0' 8'-9' 1' 81 2' WA •'• SOD �• 1'-J• 7'-Y -a• I' a I a- a0A ••• 10'-0' IO' 10-0'V-9" 1' 8t 2- T-J' T-J' -2- FOR AGIVEN MNWMUM AID, DESIGN PRESSURE RATING (P.LOAN0 SHUTTER MOUNTCONMON FOR WSTPW.RON6 WO STORY BAI6PEApETNL]BELOW CHART IIIb1 Mb� CHART IHC1 Ui YOJIY MI[ �I F040K NA N90M ASa Ntl IBC MLI0IFJM pmm AEA ulm, I 5N6.0 TAPCON XL ANCHOR UK SLIT SPAN (rt) ASIX MAX SW SPAN t"' CFO Rm1106D IBL SDARALIN ID QLAmi -misfit To m or SLAT f ) DESON IAmalr aLeD �R wYq w smwN Bws w 2aNa wem VNI So.o • r-6• r-6• 7" r a I JSA 7'-2• r-2" P Me-e. Y E 1 'ASIA •• 6'-9'6'-9'1• i' 8 1 a'uo••• 6'-6• e•-E' Ir I' e i - 50A••• V-5' W-5• -9" t' e I 'BSD� W-J• 8•-J' -7' 1• a 1/a- 60.0 �• a'-1' 8'-1' -S• 1' 0 1 8' SLAT PERFORMANCE CHART IV: (LESS THAN IV SLIP) FORAGNEN AID. DESIGN I=(Pea SNUITER MOUNT CONDITION INCLUDING ANCMOHTYPEAND FOR LYSTAUJMDNS YID MISM BARS PER DETAII.2 DELOW 511TO TAPCON XL ANCHOR USE NAYAIIN WLE BmIDI P64TNEUSEYALIIIII A D NECAM AEA U510 ASA IAm VNOf IM]. SLAT OL SAT SPAN SPAY m�am ra9Fm°Oi0 DESIGN .LMOL. .LM•ITT) ela v w S') In•D a 110SIS fiu W/o STORK BA4S e e �=m2alA: uw• law• fa Jai • e•-e- p..F• 5--iv W-V P 5• 5'-0. aan 5'-]• aa0 ••• W-S. MNUMUM A.S.O. DESIGN LOAD VS WOOD GRADE SCHEDULE • VND FOR DOUDAS-FQi S 16H (GQ40) SOLTHERN FIE 12 (G-0A SW 4idD= FDE-FR-SIM (0-0J4) •• WYD FOR OODA4iR-SOJ61 (G 46) 0 SOUTHERN FINE !2 (OOS6) •• SLAT SPAN OFilNR10N ••)`+• WO FUR SDJDCdN § INSTALLATION INTO WOOD FRAME STRUCTURES $, ' No. 4416T Om. EAD1 s0E aYav7 1 DETAIL 2 (ELEVATION) IEi YO21r YLIL aDlmt 103aE wA 1®aeEAsa IDo lyp.� oDEW!sD.I MAIf. EAT SPAN x• (p) fa BR .awl SUT WOOD GRADE .r 0 EARS NM ratImS, 1 ww . SI ER PWE 12 (G-0.55 60. 4-5' ♦--Y 0'-0• 5 t/2- DGUUS-RR-SOUTH (C•0.46) 60 .-S' 4'-5• VCE PN-R-SD(C-40= .- -, sut j SLAT SPAN DERNITIGN T DETAIL 1 (ELEVATION) A N4II 1. ABOVE INDICATED MAC SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 71 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. To WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT 13NER SIDE OF OPENING SHALL BE 33'. D"17 m+Lco we Nautilus ROgxag SplNEer3p2am Le LL ETC O �Fea. mom. 1 EXPERT SHUTTER SERVICES INC. 162e Iw. EtrvoRE sm¢r PG4f Sf. LVCIf. FL N9a1 ^'^a= I •••-�•. •.a mn m-a•w 1.0 A m..9 W cDAvua (vepAD •o,, .o. Ama n M.., .-m�A WI•wDad.•wn [p-DPMN9 W.tER A 1LLLR h.KL ROI80A tk. F Nf67 17-244 SYni b 'JmT 25 0=6 MAX. ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE, WOOD GRADE A.S.D. ? DESIGN LOAD (psf) AND SLAT SPAN RANGE WALL MOUNT & BUILD -OUT MOUNT TO 2" XV' WOOD STUD (SEE DETAIL 1 ON SHEET 20) WOOD GRADEa SIT SPAN PAIIZ (orl 0'd SOUTHERN PINE 12 (G=0.55) S 30.0 6' 40 6- So 6- 60 6" DOUGLAS-RR-SOUTH (G=0.46) s 30.0 6" 40 6' SPRUCE RNE-FIR-SOUTH G=036 s 30.0 6- WALL MOUNT TO 2"XT WOOD STUD WITH MINIMUM 1/2" PLYWOOD (SEE DETAIL 2 ON SHEET 201 J WOOD GRADE ..w SLAT SPAN RANGE A"w° aYc4 WO tlma'><b6�> 5 b If 'a 6 b 7 �> 7 b g'> V b iO' SOUTHERN PINE a2 (G=0.55) s 30.0 S. 6- 6- 6' 6' 6' 40 6' 6- S. 6' 6' 4 3/4' 50 6' 6- 6' 6' 4 3/4- 3 1/27 60 6' 6' 5 3/4" 5 1/4' 3 3/4' 3-" DOUCL/S-FIR-SOUTH (G=0.46) 5 30.0 6- 6- 6- 6' 6' 6' 40 _ 6- 6" S. 5 1/4" 5 1/4' 4 1/4' 6PA57PINE-RR-SDJTH G=0.36 s 30.0 6' 6' G. 6- 6' 5 1/4- BUILD -OUT MOUNT TO 2'SB" WOOD STUD WITH MINIMUM 1/2" PLYWOOD (SEE DETAIL 2 ON SHEET2O) WOOD GRADE uw4r SLAT SPAN RANGE 04 ` > 4'-s > 5'-6 ` > 5-7 > 7-4 > g-ID' " IOMI• MYR• YYplY WY1� WI41• WM!• YAM• YgMIt YtV(( YdIM1 YpMI• YPII!• E s 30.0 5' 6' 6' 6" 6- 6' 6- 6- 6' 6' 6" 6. SOUTHERN PINE 12 40 6' 6' 6' 6' 6' 6' 6" 6" 6- 6- 5 1/4- 5 1/4- (G=0.55) 50 6' 6' 6' 6' 6- 6' 6' 3 1/4- -5 1/4- 4- 4- 60 6' 6- 6' 6' G. 6. 5 3/4" 5 3 4- 4- 4- 3' 3" DOUGLAS-RR-SOUTH s 30.0 6' 6- 6' 6' 6' 6' 6" 6' 6' 1. 6' (G=0.46) 40 B. 6' 6' 6- 6- 6' 5 1/2- 5 1/2- 5 1/2' 5 1/2- 4 1/2- 4 1/2- RUCE PINE -RR -SOUTH =0.36 s 30.0 6' 6' 6' S" 6' 6' 6' 6- 6' 6' 5 1/4' 5' 4 NOTE• MAX. SPAN FOR SLAT FOR A GNEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPANINDICATED ON SLAT PERFORMANCE CHARTS ON 20 SHEET. �9 ROMA TART P 1 MAX. ALLOWABLE STORM BAR SPAN (ft) FOR A GIVEN A.S.D. DESIGN LOAD (p.s.Q, &A GIVEN STORM BAR SPACING (ft)'" MAXIMUM -= o STORM BAR SPACING (FT) PRESSURE PAYING el 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 11'-0" 11'-0" 11'-O" 11'-O" 11,-0" 11,-0" 11'-O" 11'-0" 11'-O" 11'-0" 35.0 11'-0" 11'-O" i V-O" 11'-O" I V-O" 11,-0,• 1 V_0" 11,-0" 11.-0" 11'-O" 40.0 11'-0" 11.-0„ 11'-0" 111-0" 11,_0" W-0" IV-O" 11,-0" IV-0" W-0" 45.0 11'-0" I1,_O" W-0" 11,-0" 11,_0" W-0" 11,-0" 11'-O" 11,-0" 11'-0" 50.0 11'-O" 11,-O" 11'-0" 1 V-O" 11,_O" I V-0" I V-O" 11'-O" 11'-0" 11'-0" 55.0 11'-O" 11,_O" 1.1,-0" 11,-O" 11,-0" 11'-0„ I V-O" 11'-0" 111-0" 11'-0" 60.0 11,-0" 11'-O,, I 11'-0" W-0" IV-0" 11,-0" 11,-0" 11'-0" 11,-0" 65.0 11'-O" 11'-0" 11'-0" 11'-0" III-0" W-0" I V-0" 11'-0" 111.-0" _ 70.0 11,-0" 11'-01, 11,-0" 11'-0" 11,-0" 11.-0„ 11,-0" 11'-0" • 11'-0" • _ 75.0 11'-O" 11'-0" 11'-0" 11'-0" 111-0" 11•_O,• IV-0" 11'-0" - 80.0 11,-0" 11'-0" 11'-0" 11'-O" 11,-0" 11'-0" 11'-0" W-10" • - _ 85.0 11.-0., 11,-O" 11'-O" 11,-0" 11'-O" 11'-0" 11,-0" 90.0 11'-0" 11,-0" 11'-0" 11'-0" 11,-0" 111-01, - 95.0 11.-0.. 11'-0" 11'-0" 11'-O„ 11,-0" W-0„ - - - 100.0 11'-0" 11'-0" 11'-0" 11,-0" 11,-0" - - 105.0 11'-0" I V-0" 111-0" 11'-0" 11,-O" 110.0 11'-0" I 11'-O" 11,-0" 11'-0" 10'-10" - - - 115.0 11,-0" 11'-O" IV-0" 11,-0" - 120.0 11'-O" 11'-O" I V-O" I V-O" - - - - - - 125.0 11'-0„ L7'-O" 11'-0" 10'-101, 130.0 11'-O" 11.-0„ 1 V-O" - 135.0 1V-0" 11'-0" 11,-0"- 140.0 11'-0" 11'-O" 11'-0" 145.0 11'-O" 11'-O" 10-11"- 150.0 11'-0„ 11,-0" 155.0 11'-0„ 160.0 11'_0^ 11,-0" ♦� MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR, No.441 THIS REGION IS ONLY VALID FOR INSTALLATIONS 11Y/ 1 OR MORE STORM BARS PER SHUTTER. THIS REGION IS ONLY VAUD FOR INSTALLATIONS W/ 2 OR MORE STORM BARS PER SHUTTER. 02212 %= WG FLGWGA BUILDING SHUTTER SERVICES INC. 26 Sw. ft I SIGIIT OPu" ec LL W4/V nrt 17-244 mno r m STORM BAR SPACING "B" (TT) ABDp NYI 2' 2.667' 3' 3S' 4' S.5'NRC 6.067' 300 BCD 8to BC0 Se CDCD BC.O BCD A CO AO CO ABCD AB D BCD CO C BCD 4oA AB C,D BCO B.CO ABCD ABCD CD BCD8C BCD BCD ABCD BC.D ABCD CD BCD BC50.0 ABCD AB.CO ABCD BC,D ABCD, 14.5'S' D ABCD C55.0 ABC0 AB 0.0 ABCD D AB 0men ABCOABC °0A C.0 AB 0.0 ABC,O B,C.D A0, CD ABC A C m BCD BC.O BCD B ABCD BC ABC B 7" BC0 BCO BCO 8 D 8 08C BCA75.0 C,D B O BCD BCD ABCDBC B no I &BI I ABC.O I ABCD A AD I A.G.0 I AMC Ate A A A 4" &EI XBAD I A.B.C.0 BCD ABA AILC AS A A A 000 ABC.O &B.C.D I A.BCD ABA A.B.0 &BIC A A A A 0&0 ABC.O AB.C.D I ABED AB.0 ADC AB A A A A 1000 A0.0.D A8.0.0 I &B.C.0 ABC Aug A A A A A 105A AB C.0 A.BI I &B.0 ABC B A A A A A 110.0 ABCD As.cm ABC AMC A A A A A A 11&0 AB.C,O AB.CO ABC ABC A A A A A A 120A ".CD ABC ABC AB A A A A A A 125A ABI ABI ABC A A A A A A A I= AB.C,D A.B.0 ABC A A A A A A A 13" ABCD Ae,C ABA A A A A A A 140JO ABI kILC AB A A A A A A 14i0 I &B.C.0 NEW 0.B P A A A A A 1%0 BCO BC A A A A A A 130D DC AB A I A I A I A I A A 1500 D C B A I A I A I A I A ANCHORSTYPELEGEND I A 3/9"v CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2' Min. EMBEOMI h 5' Min. THICK POURED CONCRETE (('c - 3000 psi) B 3/e'vd 1/4' POWERS CALK -IN ANCHORS W/ 1 1/40 Min, EMBEDMENT* TO POURED CONCRETE (Pc - 3000 pal) 8 3/1 16 MACHINE SCREWS C 1/4"ox3/4" ALL POINTS SOUO-SET ANCHORS W/ 7/8' Min. EMBEDMENT* TO POURED CONCRETE (f'O - 3000 pat) k 1/4.0-20. 18-8 STAINLESS STEEL MACHINE SCREWS D 5/16'v TV/SUILOEX TAPCON ANCHORS W/ 2 1/4' Min. EMBEDMENT* TO POURED CONCRETE (Yc = 2899 psi) * EMBEDMENT IS BEYOND ANY FLOOR / CEIUNG FINISH o"s'm1 STORM BAR SPACING "B' (FT) TmR T.n 2' 2.687' 3' 3b: 4' 4.5' S. 5S 6' 8.667' 30A B0.p ABC.D ABCD &ILtO kBCD AB.C,D ABI ABC AB,C ABC SLO AELCo tD A,%tO ADC,O Ato A.BIC AISIC XELC A,8 A 400 "'to ARI A.BI AB 0 ABC A&C ABC A A A 48.0 ABCD ABCD AB.C.D &ELC ABC kelc A A A A 500 BCO &II A,9.tD A.B.0 AVC A A A A A 55.0 AB= &RAD AIRIC ABI A I A A A A A no ABCD AB.0 ABC A.9 A A A A A A 55.0 BC,O ABC AB.0 A A A A A A A 70A Aego ABC AB A A A A A A "I "I SC A A A i A A A BOA 1 ABC I AB I A A I A I I A A no A.B.0 A A A A A A 20.0 ABC A A A A A ISO B C A A A A I A 100.0 XELC A A A A 100.0 A.8 A A A A 1100 A A A A 115A A A A A - 120.0 A A A A 1- 125.0 A A A 130A A A A ISLO A A A 140.0 A A A 140.0 I d I A A i A. T >Ff "144167 v; 7F i —iNA..6\ L IL E .1E..CO.YP6M i nyl [NWNC[•WO i[611X0 G 1104/ 416c Nautilus 17p1Un43'Avtfer57sMm 6e/26/u wrz EXPERT SHUTTER SERVICES INC. 1626 &W.. xW, E 13 1L Nw. 7-244yr.Nwl- au. . an v Ra P.E Su/RE/DATE I� J SCHEDULEla FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (p.G.fJ, & A MAX.. MULLION SPACING (ft) • SCHEDULE2a WALLMOUNTING MAX. SPAN (FT) FOR END ANDINTERIORMULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (P.S.F.V&. A MAX'. MULLION SPACING (FT)' sn. Des1N IdubRAl • MAXIMUM MULLION SPAN(]» IU1L ptyl (pall 2L5t0M1 (N ". MAXIMUM MULLION SPAN (rr) ©4k6k1/4'MUWON Gi Ok8ki14'MULLION @ 4YNI14'THICX(WFLANGE)MIIWON ©4'X8'Y114'MULLION G1 4-AWVMUWON G 4YrAtIPTHICKTH .RAN OL4MARON /1 Im #2 OICENG210r1 #1 t# MEWAAON /x O A2bN #1 /_ ( ) OPoEN]AWN /I ORIEMAMIN 1 ( OPoDIIAiAN 1 OIOEMAION 2 INiERAR ENO INIERIdI ENO M R END 011LYAR ENO INR Im ENO IIAE W ENO ¢OOibN a10 1M 9 END ¢VIE16g1 ENDT-16• 9•-6" T-J 1 -0• 8-4 10'-r a-0• 12'-8'07--4- • 1]'-8' ]80 30-0' T-+0" 9ro' T-J' IS-P e'-4' 10->' 6'-0• 1]'-B'M'-P Y-4' B•-3• 6'-9' 11•-5• a'-6• IT-0' T-]' 11•-6"1' 1]'-6' ]80 ]0'-0' T-4' 9'-]' 6•+9' tr-5' B'-r IV_W r-]' 12'-S' a'-11' IY-8•40A 20'-0' 6'-lY 8'-t0' 1'M' 10'-Ir 8'-1' 9'-1.T'-Y 12'-V Ix'-6• 400 2Y-0- r-10• 8'-10' 6'-4' 10'-11' 8'-1' 9•-r ]'-Y 12'ro• 6•-Y Ir_V 460 ]0'-0• e•-r V_r r_V +D•-6• T-8• B'-r 6'-11' 11'-r1• - 480 SD'-0' a'-B' Y-6' b'-0' 10'-6' Y-1' B-3' 6•-II• 11•-a• 6'-2' IY-1'a0A W_V B'-2' 8'-2' 6'-0' 9'-11' T-4' 8'-il' B•-0• 1Y-8• NWW==I 1 -6' MO 19'-0' 6'-2' 8-1' b'-0' 10'-]' T-4' 6'-1P !'-]' t2'-6' S'-II' 1]'-B'680 20•-C S -11' ]'-I t' !B' 9'-0' a'-1- B'-]' 6'-3• 11'-4' !'-I+' )'-11' S'-9' 9'-10'20• 6•-T• 4•-10' 12'-4' S'-Y 1Y-6•S'-1.)'-9' v_r 8'-8• 6'-4- 6•-r 6•-2• Il•-0' 1Y-6' 00A I9'-5' S•-9' r-9' S•-Y 9'-6' 5-10• a'-' 6 4'-9' 12'-0' S'ro' la50 1S'-4• 5'-f] )'-9•5'-P 6'-4• 6'-C 8'-4' 6'-2 11•-10'12'-8 65A W-4• 6'-9 r-Y S'N' 9'-r B'-10 6'-0'4'-6• 11'10' !'-6 12.-G.JOA T'-4' !'-1. ]ro'S-4' 8•-0' 0'-2 S-1 12'-Y W-4' 5-9' TB 6-4' p'-6' 6'-IY' 6•-4• 4'-B 11r 5-S IY-b•16'-6• 5'-9')'-0' !'-4' e'-D' V' 1'-0' 8-0' 1'-1' W-0• +1'-0' 13'-S' m )6A IB'-1' !-9' )'-0' S'-4' p'-S' e'-10' e'-0' 4'-0' 11Y S'ro lY-5'eD6 u•-B• s•-p• )•-r Y-r r-ID• 6•-Y r-10• 6'-2• II._r12'"' 60A ts•-9• e•-9• r-7• 3'-r B•-4• 6'-10• r-r s'ro• O•-Y r_8 Ir-4• 0!A t3'-0' !'-9' )'- ' 3'-a' >'-1. b•-]• )'-9' 6'-1• 11' r• S'-6 tY-] 880 13-6' Y-9• )'-1. Y-4• 9'-3• 6'-10- Y-2• 4'-6' I II'-6• 5•-6 e2'-3 90A W-2' 1 S•-10' >'-r Y-Y )•-B" b'-1 T-Y I V-3. 111-5. 6'-4' V-7 IT-3 m W-r 5•-ID• ]'-)' 5'-Y 1 9'-]' 1 a. -II. 6•-0' Y-10' 1115' 3'-7 I2•-3 O30 1]'-5' !'-IV ] -]' S'ro' > =9 6-5 ?,-a, 6'-4' Il'-S' 1 -5 5•-8 17-3 m 13•-Y Y-10• ]-) 5'-61 Y-3• 1'-Il' 6'-3- 4'-II' II'-Y r• 8 12'-3 I= 12•-9• 5'-11' T-]• 51-71 7-9• 1•-8' r-p• r-4' 11•-3• 1'-6• Y-0 IY-3 100A W-90 Y-110 1'-r 5'-71 W-3• r-0• 8'-2- 5'-' 0 11'5' 6'-9 13'-3 I05.0 12•-2- b'-0' T'-T S'-]' Y-B' 8'-r )'-9' 1'-5' 11'-S' B'-0' S'-9 U'-J 1080 12'-2' 4'-0' )'-)' 9'+]' 9•-3' r-1• 6'-1' 3•-1• 11 -5 S'-9 12'-3 110A 11'-2• b'-0• )'-)' S'-8' T-B• r_r )'-9' 6-e• II'-S• 6•-e' S'-f0' V'-] 110A 11'-Y e'-0' )'-)" 5b' 9'-]' Y-0' 8'-]' S'-]' 11'-Y 5'-10• 11'-3 it" W-1• 6•-1• r-0• 5'-9• r_V 6•-r 7-9• b•-r W+ B• 6'-9• !'-11• 12'-3 1150 I1'-Y C-11 T-r 5•-9' Y-r r-21 b•-Y Y-4' '-0• S-W -r-J I= W-8• 1'-+' r-6' 5'-9• r-91 r_10' 7'ro• C-Y it'-Y 6•-10• 6•-0• 17-3 1ZOA 10'-Y. 6•-+• r-Y 5•-Y 9•N• r-Y. C-2- S.-S. W-Y r_V IY-0 116A m'-1' b'-2' T-T' 3'-+0' > -10' T-0' )'-10' 4'-9' '-5' 1-0' B'-1• Ix'-J 1280 10'-Y e'-x' )'-]' S'-+0' 8'-3' r-P 8'-J' a'-9' tr-!' b'-1• 12'-3 1380 9•-IO• a'-]' T-Y !'-10' T-9' )'-0' ]'-0' /-9' 11'-S' r-9' 6'-1' Ix'-3 1J50 B'-+0' 6'-0' Y-Y Y-10' 9'-Y r-4' 8'-1• 1•-9• II'-Y r-1' 11'-3 I= 9'-5• 6'-4• T-T• 3'-11• r-lY r-2' T-10' B'-10' II.-3• 7'-2' 6'-2' 12•-3 I= 9•-3• 6•-4• T-]• !•-II' 9'-3' T-]' 6-3' 0'-10" 11'-5' 6'-1' 12'-3 140A 9•-1• 6'-4' )'-)' 6•-0• 7'-+0' T-3' T-IV 6•-11• 1'-S' r-r 6'-Y 12'-3 IMA 9•-1' 64' T-]• 6'-0• 9'-Y r-6' a•-0• G.-It. 11•-' ! 6•-]• 12•-3 1= B'-1 8'-Y T-4' )'-Y 1'-1r 21'-S• 6 -3' I2'4 10A 8'-10' 8'-5' T'-6' 6'-0' V.-3- J 6 )'- ' 8•-2• B'-IP II'-6' 61-31 12'-0 +lOA 1 a'-b' 6'-6' r-8' r-T' r-3• 6'-I' r-Y T-9' T-S' Y-9' Y-0' 11'-5' r-4' T-!' 6'-4' 11'-3 150A 9'-0' 6'-6' r-Y 8'-1' B'-' Y-' e'-' I= r-r T-6' T-r F-2• T-9• I T-0• T'-9' 7•-1• 11--Y 7--1' 6'-3' 12-3 EU 9'4' b'-e' )•-r 6'-2• 9'-Y T-- B 6'-2' r-1' 11'-Y 6'-Y 10'-3 I10A 6' 6'-]' >'-e" B'-1' T'-9' Y- ' Y-9" Y-2' 11'-5' Y-T 1'-6' 1 '-3 tD40 '-0' 6'-]' T-Y 6'-2' 9•- ' Y- ' UWON MULLION SPACING: "S" -MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THATA.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. P,E. SE4L/VGMWRC/DATE c]01]XR NC IL ECO2nc. r Iycspr yroyn a amxuwND c¢xi M' W1Mr � T.�(e't'WPri ff ®-¢me]1a U4mO,a &Gii Nautilus RoUlnyMo S)remn EXPERT SHUTTER SERVICES INC. 1We 9.M. 6R. wi: mu D6Pf lT. I _ 9R4an r pe/S.p) an 17-244 ouw r SCHEDULEib FLOOR TO CEILING 0 MOUNTING MAX 3 N FOR END AND INTERIOR MULLIONS FORAGIVEN AGO DESIGN PRESSURE RATING (Paf), & A 1T-0• MAX. MU WON SPACING UN' 11 &LU10ttAII SWOMI (N • MAXIMUM MULLION SPAN (F) IUX. 6 9Rt10 (DB]') le M p (10 { MAXIMUM MULLION SPAN (FIT ©dk-XIIV MULLION G1 4YB'XIW MULLION G2 Vlrxtlb'TMLK (1G'FlANGE)MULLIW! ©4k6k1f4'MULLION 01 4kBk1l<'MULLION G4 PiltiN'7NMJf FLANGE)MULL ION LR✓q �(•) pODRAiKN 01 OFRNTA➢M I I OBRMATWI 1 09RNTATON 02 OFUWAIXIN 1 OPYMA110N IM pCENfANAf 01 OR'ORAMOS ] 09 WAM91 1 IXEfMAMe! 02 ( OIaQ1UTJY 62 QIO INTIRM DN INTEM 9 w IMG6al 6ND NiWOR m IND M 0] DID IMEOM m p91p m LNO INiptgll IXO OIIQ60R m M[IdT ]0.0 IY-0' ❑-)' 11-8 B-B' 11'-0' +2-0' 12-6 TO'-0" U'-0" q'w' 11'-J' 12-6 >DO t2'-0" 9'-9 tl-6 9-9 IT-6" 1'-6' +1'-9' to- IT-6 12'-6' 11'q' I2-0' SSA 1F'-0' IV-?' 1T-11• 9•-r IY-e IT-0' W-W 10'-e 12'-W IV-6• IT-e IY-a, 3SA 12'w• 9'-2' 10-It• T-1• I]'-e• f1•-6' It•-11• ICw' 10'-V IV-4' IY-6• b.a 12•ro• 9'-I0• 10'-Y a'-9• 1r-0• 1 '$ It' -A' 9•-a• Ir-Y 11•-1e T-r IV-6' 10,0 IV-0' 6•-9' W-Y r-r IV -a' I1•-6• 11•-4• D•-6' 12•-6• 9•-r IFr bA 11'-0' 9'-0' IY-1' 0'-{' tl'-a' 10'-1P 10'-I1' D'-1' -a' It'-1' D•-0• IY-6' 49A ID'-0• 6'-e IC-1' V-e 11'-Y 10•-$" 1P-ir 9-r Ir-6' D•-0' 11•-6' a00 I]'-0• a'-p' V-9• a.-P Ir-0" 10'-e HY-r 6'-D• IT-6• to'-r 9•-V IV-r aoA IY-0• e•-1• 9•-0• r-f I]'-P \C-e I0•-r 6'-9• IT-6• a•-6• IV-6• 600 12'-0• Y-e D•-S• r-10' 1'-0• 9•-10• t0•-Y a'-6' 12•-6' W-1. a'-1• IY-6' aa0 t2•-0" r-10• 9'-S• r-10• Ir' 9'-10' Er-r V-6• 12'-0• W-1' 12'-a• a0A tl'w' a'-o' B'-Y )'-6' t'-{' 9'-Y T-11' fi'-0' ]'-6' a'-r 2'-D' IY-64 60.0 Ir-0• )-a• 9•-1• •-a' t•-4' 9'-6'"B'-1P e'-J' ]'-6' i'-D' IV-0 m I]'-0' r-6' 11- 1• V-1• 11'-0' V-1• a•-6• a-0' Ii-e' 9'-Y r-S• I]'-6• am IV-0• r-2• V-11• r-2• 11•-0• 0'-t• 9-a' 6'ro 11'-0' Y-6• Ir-e. 20.0 1]'w' )'-{' a'-0' 6'-Il' t0'-9' !Y-9' 9-5• r-f0' IT-6• a'-11• 7'-2• 121-V = 11•-0" 6•-I1• r-9• Y-It• IV-9' 6•-0• 9•-Y r-1G• 1V-6' r-2' 12'-6• m Ir-ol 7-1' 9•-6• r' 10'-4' a•-Y 9'w• )•-E• IT_ • 6'-7' '-11• lr-6• 9a0 tr-0• 6•-e• all T-E' 1C-a' 6'-0' '9'-r )'-a• 12'-6• '-IP IT_r 600 IS'-0' 6'-11• a'-{' 6•-a• 1C-0• a'-2' I.-V -S• IT-6• a'-e s,-V iT• a0A tr-0• 6'-Y 6•-e 61-Y I0•-Y r-T i '9'-0' 716' IV-6• 6•-6' IT-W 6S0 11'-0' 8'-0' a•-T O'-1' 9'-9' r-11' 6•-IO' r-2• IV-6' a'-1• a'-0' 12'-6' GaA 1]'-0 a'-0" a'-2• 6'-]' 10'-1' r-11' . a' -to' r-Y IV-6' C-6• IV-6' C0.0 1Y-0'a'-0' 6'-1' F-2' r-a' a'-E' r-r @'-S' )'-10' 8'-{' 1T-6' 9D.0 A'-0' e'-1' e'-0' a'-1' B'-11' Y-0' a•r. )'-o' IT-S• 6•-e IT-6- L60 f2 w' Y-{' )-10' S'-11• 8-e )-0' 6'-e' 6'-10' IY-1' r-S• a-2 Wb' m 11'-0• 6-11 Y-10' S•-1 D'-0' 7'-e• 1 6'-Y 6•-10- 1r-1' 6'-]' 100A I2'-0' B'-]' T-6' 6'-9' 6'-J' r-0' 6'-]' 6'-6' Il'ro' )'-0' 6'-0' 11'-0' 100.0 1]'-0' S'-9' Y-0' 6'w' B'-)' )'-{' a'-S' a'-e' II'-0' a'-0' 12•-r IWA IT -Ow Y-0' r-)' 6'-0' T-10' e'-Y T-0' a'-0' \I'-6' '-6' •-10' 1'-A' 10aA Ixb' S'-0' Y-Y 6'-e' -1' e'-J' S'-J' W-a• 6'-Io• 1 12'-- SCHEOULE11Y (LIMITED LOAD. MULLION SPACING&SPAN INSTALLATION) FLOOR TO CEILING(TRAPPED) MOUNTED MAX. SPAN 101 FOR END& INTERIOR MULLIONS FORA GIVEN A.SO, DESIGN PRESSURE A 1 AND FOR 1 E I a FCAS S I6 & I MAX MULLION SPACING ("I • DESIGN � Yi00YN MAXIMUM MULLION SPAN (D) G 4k6kiN'THICK MULLION Gf 4•x8•x114' THICK LAUWON G3 7xTxiN'THICK MULLION Cffi MRa (paL) � p . P kdt I (nit Alo6 D kit H k±t (nit ! /l 04t cmt lN0 LYV-V -5 MWOB O121-0,, ENO m MIW.OR 260 12-0' IV IV- 1T- J lV-8' 11'-6 I'-6' 11'-11 IT-6' 11'-0• W-a' tl0 0 TV-0' -a' I1'-e Ir bA IV-0' 1R'-0' - IV 12'-0' 1M-11' T-11 0'-f1' IV-6 12'-6' - W-0• IY-G• aa0 IV-0- - It• -a• a•-10" lw-r 12•-r - Bob R'-0• - 1 •-{• V-6• V-11• 1P-6• - B'-{' 9'-1P 12'-6' 1]'-6' 1]'-6 f]'-6 11'-0• {0A 8"Y I 1T-6• IV-Y 1 1T-6' 1 IV-6- a0A e'-01 - 12--6• IT-W IV -I' IV-e• aDA 6'w' - 11-6 12'-e' I1'-6• tY-6• 11'-0' eB.o 6'-0' Ir-r it-1. W-e IV-T - i'-W Ma e'-0' Ir-0• 1'w• 11v IV-0- I•-B• Jp0 e'-0' 9'-0' 9'w' 0'w B'-0• 9•-0• 9'-0- 100 eon a•-0' 9'-0' 9'-0' G'-0'V_v 9•-0' 9 Rlo 6•-0' 9•-0• a•-0• 9•-0• D•-o' 9V " �0 Y-0' - 9•_0• 9'-0' 9'-0' - 9•-C -0' CACD aao 6'-0' B'-0' 9'-0• Y-0' V-0' D' -0' B'-9' 9'-0' 9'-0' 9'-C aao 6'- • - B'-0' e'-0' • a'-0' • 0'-0' - V-0• DSO e'-0' 9•-0' >'-9' • )'-e .. B'-0' 9 -0' 'NOTE[UGE 9 TIFANCHORCONSISTSOFHILTT, WCHU&11SCREW OR POWERFASTENERS, t'1EOO..DU TANCHOR SEE SCHEDULES 18 20NSHM IM • MAXIMUM MULLION SPACING SHALL BE SUCH THATMAX ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. IS AS SEEN FROM THE SCHEDULE2D' (LIMITED LOAD. MULLION SPACING& SPAN INSTALLATION) WALL MOUNTED MAX. SPAN (6) FOR END a INTERIOR MULLIONS FOR A GWEN S.MID IGNP ESSUREM71143 a1. ANO OR BZd CAGEI SS-0' S II MAX. MULLION SPACING (a)' 1a911A11 MAIL 0LP MAXIMUM MULLION SPAN (m G4'x6W4'HICK MAUON I 'xTx114'THlCK G MULLION G37xr14•THICK(9 RA MULUON TA50 SP au ("1 • P fit 1 (0)t ''kit I P kIDt (9)t P km (0)t END I12'-V aRR'AR 9IV-1i* fJ10 JD.U.0 IV-0' 12'-6• IT-6• 2'- ]'-6• 12'-6• IF-0A Ir_0• Sa0 12'-0" Ir-e . 12•-6' 11'-0 12•-6• a00 IB'-6' w-11 11-ii H.-0• 11'-0' b0 IV-0-0• - 12'-6' 10'-1\' -1\' IV-6' 12'-6' - 11'-0' ug f aL0 1]'-0• lr' tl'-P 1 1p•-{• T \0'-)' I]76• 11•-6• 9'-3. 17-0' 1P-6' mIT-0• 60A IT-0" 9'-0' 9'-11' 11'-0' som IV-0- W-C aw 8'-0• 9'-p• 0'-0• 0•-o. V_w V-0• b0 6'-0' B•w• B'-0• 9'-e' 9'-0• Y-0• W 6'-0' • B'-0• 9•-G' 9'-0' r ,V V 9'-0' 9'-0' 9'-0' V9'_V-0' 000 6'-0' - 9'-0' 9•-0• 9•-0• 9•-e =0, - D•-0• 0•-0• Y-0' 90A r-0• '-0' V-0' 9'-0• 0'-0' V' LSO w' (I" 9'-0" 9'-0' 9•-0' 0'-0' T-W 1000 6'-0' V-0' V_a. 9'-0' B'-e T-0• Nautilus LIL E� R07Ung�0tteiSyltam nxal rNaaxcBmo cowvAN. EXPERT SHUTTER. SERVICES INC. . n.fa. a4 w..wAW'v'tn v+n 1626 IN. W.1WRES 17-244 mBvc N. SCHEDULEtc FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (D.s.L). & A T-0" MAX. MULLION SPACING (ft) 0 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-V MAX. MULLION SPACING (FTl W11. Dp 1 RARN (0�4 uwRr alma (N MAXIMUM MULLION SPAN (M 14At 0131111 RAl91a ') wNlNG MAXIMUM MULLION SPAN (tn ©4?9kV4' MULLION G7 4'xnI14'MULLION G3 4W-0/4'7NICK(A-FANGE) MaUON QO 4•xnI14'MUWON Ot 4W AIM'MULUON ! Gi 4x7*xiWT)Of MIALM fU42GE) OR'.FNIAMN 91 W Ot WAMIN 2 ( MWAMN 1 OW6NU110.V 42 OWENfAMN 1 MWAM /2 OWGTAMN 41 WWAMN 2 W MAMN 1 DRORAO@2 2 DRIFtOAMN /2 ENO MRWOR m INIF3m9 f)10 IMFI6Ct1 1190 wR9oR. FN0 Rio ORf100R IXO IM00011 m INI9160R R10 B0IFWOR Rm D021mR FND 6tIF1009 300 )'-0' i -Y IV-8- 2•-B' 12-8• 121-6' 1]'-6" 12'-6' it-0' 1'-8 13-6 2-Y r-0' Ir-e. 1'-8' t]'-B' 12•-A 1T-5" R'-• 12'-6' 12-6' 12-6• +x'-6' 36A T-0' IY-5' 12'-5' 12-8' 17-6' IS'-0' 12'-6' 12'-8' 12'-r 12'-r 12'-r IT-B' Y-0' 1'-6' 12'-8' 12'-8' 12'-6' 1Y-6' 13'-V 13'-0' tY-6' 11'-8' 12'-0' 40O r-6 Ir-B' IV-6' 12'-6' 12'-6' 1T-S' 1Y-6• 12'-6' IT-B' tY-5' 12'-6' 12'-0' )'-V 2'-S' 12'-8' 12'-6' W-6' Ir-9' 11•-8' 1r-6' tr-e' IT-6' lr-Y M0 r-0' 11'-Y IT-0- iT-8' 12•-6' 12'-B' +]'-B' 12'-6' 12'-0' IY-5• 1]'-5' 12'-Y '-0' 2'-W 12'-Y 12'-e' 12'-6' 12'-5' 12'-5- 12'-0' T-6' IY-8' mA )'-0• 12'-6' 11'-7' +2'-8' tr-Y IT-0' 12'-8' M'-8' 12•-5' 12'-0' 12'-r tY-6' )'-a' I '-8' '-Y 1 '-6' I '-8' IT�6' 12'-6' tr-5' 1r-6' I2'-6' fY-C bA0 )'-P 12'-0' 11'-3' 12'-Y I2'-6' 99'-5' 1P-0' 12•-B' IV-$" _ Ir-8' 12'-0' Ir-5' 7'-0' 1Y-8' I'-Y IT-6' Ir-6' IY-B' 12'-3' 12'-6' 11'-6' I2'-0' Ir_V du Y-0' 1T-6' 19•-11' 1]'-Y 12•-S' 12'-S' 11'-It' 12'-0' 1]'-6' IV-B' 12'-6- 12'-6' r-0' 2'-6' 10'-II' 1]'-6' 1]'-6' 12'-6' II.-Il' 12'-B' 1Y-6' I2•-6' Ir-6' 0SA T-0' IT-9' 10'-0' 12'-l' 12'-6' IT_r W-T 12'-e" 12'-6' IV -a, 121-9' IY-6" T-0' 12'-6' 10'-Y T2' I 12'-8' 12'-6' Il'-' lr-r IT-B' I'-6' 12'-6' l0A r-0' 12'-6' 10'-S' Ir-6' 12'-8' I2'-8' 11'-3' IY-0' 19'-6' Ir-6' IT-B' 1'-B' )'-0' I3'-8' 10'-9' If-8' 1T-e' 13'-0' 11'-Y 11'-6' 13'-6' 11'-6' 11'-8' 760 r-0' 12'-1' tN-]' 10'-tt' 1T-6' 12'-6' 11•-0' 11•-Il' 12'-V Ir-S' IT-Y t3'-B' l•-0' IY-l' 10•-2• 1N-fY 12'-Y IT-0' 11•-0' 11•-11' 12'-6' tl'-6' 12'-0' 604 r-D' II'-6' 91-11. 10'-8' 120-4' 12'-6' 10•-10' 11'-5' I2'-6' 1]•-8' 11'-11' +r-r 7•-0' t1'-8' 9'-11' 10•-r 1]•-6' 12'-6' 10•-10- 11•-Y 12'-0' 11'-It' 12' 5' SSA T-0' 11'-0' 9•-1. 16'-T 12•-l' 12'-6' IV-?- 11'-0' 1T-Y T-e' 11'-P 2'-B' m l'-a. 1 •-0' 9'-9 10'-x' 12'-1' 12'-6' t0'-0" II'-0' 12'$ Il'-4- 12'-G' OpA -0' 10'-7' 9'-70 9'-10' IT-10' 12-Y 10•-5" Iw_r 12'-6' 12'-2' 10•-t0' 12'-6' T-0' Im-T •-0' 9•-10' 11'-10' 12'-51 l0'-Y lw_V 12•-6• IC-10' IS•-6' 95.0 7'-0• 1V-T 9'-Y 9'-8' ll'-0' 11•-11' W-2- 10•-4' I2'-6' it-9' 10•-5' 11'-0' r-0' W-r 9•-5• 9•-B' II'-T ll'-Ir W-2. 10•-4- +r-6' t0'-S• it-6' 1mA r-0• 9'-IV 9'-1. 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B'-10' B'-)' W-11' 10•-Y 9'-)' 9'-5' 12•-e" 9'-I' 1r-B" 1200 T-0' 8•-9' e•-6' B'-Y lw-9' 1N-Y 9•-r 9•-Y 12'-6' 10'-2' 0'-IT tT-6' - 1200 7'-0' e'-9' B'-8' 6'-5' 10'4' 10'-J' 9'-0' 9'-3' tY-r 9'-10' 1Y-6' i"A Y-0' B'-B' B'-0' 5'-1' 10'-7' 10'-0' B'-6' 9'-1' 1 -6' W-Ir 0'-)' tr_V 1,1LA 7'-0' B'-6' 6'-)' 9'-4- e'-1' 11'-6" B'-Y 12'-6' I= T-D' r_r e'-5' B•-0' IY-6' 9'-9' 9'-S' 0--If- 12'-6' 91-9' e•-6' Ir-6' 9' )'-' Y-P Y-5' 8'-0' f0'-B' 9'-9- 9'-3' w_t1' 12'-r B'-S' 1R'-6' I3Sa )'-0' 6'-2' 6'-1' r-9' f0'-A' B'-)' S'-0' 13'-8' 9'-8' S•-1' 1r-6' )'-0' 8'-I' B'-A' T-9' 106-4' 91- 9'-i' 8'-9' 12'-6' 6'-2' 13'-6' f40.0 )•-D' Y-0' B'-S' )'-0' 10'-Y 9•-t' 9•-0' 6'-)[ lr-6' a'-4' 0'-0' I;'-0' 7•-0' W-V - r-0' 10'-3' 9'-4' 9'-0' 6•-T 12'-6' IA60 )'-0' i'-10' 8'-2' ]'-5 9-9" T-2' 8-IV Y-6• 11'-8' 9'-1' Y-10' 12'-0 )'-0' 7'-10' 0'-2' r-0' 10'-1' 9'-1` 8'-10' 6'-8' lY-0' Y-10' it'-B' f60L Y-0' Y-B' B'-1' )'-1' 9'-5' 9'-0' 0'-9' S'-A' 13'-0' B'-tl' )'-6' +2'-Y )'-0' >•-Y 6'-1' )'-A' W'-0' 9'-0' 6'-9' 6•-4. 12•-Y Y-0' I Ir-6' f00.0 1 T-0' 1 T-6' IB'-0' T-2' 1 9'-2' B'-10' B'-B' B'-J' Ir-S' B'-B' )'-6' ir-6' 1550 7'-0' T-6' 6'-O' '-]' 9'-10' 6'-1 D" 6'-6' B'-3' 12'-S 16A01 T-0' 1 7'-0' 7'-11' 1 T-0' I 6'-10 I 8'-T 1 8'-1 12'-2 B'-6' T-S' IT-e' )•-' T-A• - r- I )'-' 9'-0' B-B' w-Y 9'-1' 12•-1. MULLION SPACING: "S" MILLION 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. P.I. olall fa= m O Inc. RRIIa EXPERT SHUTTER Fki'l HST D:6P"-tLl w 11618 SW. BRN v6m M. 11Y)C mum er k I mM/Il art INC. 17-244 IAmR iw .11? 26 Din r .� 1/4/2018 Florida Building Code Online d Florida bpr �I Professional ,, Regulation .f' „rf r BCIS Home Ing in I User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links Search Product Approval USER: Publlc User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 F 389 Application Type Product Manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL cl w.,h Raodfc _ ennitratinne FL# Type Manufacturer Validated By Status_ FL389-R9 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Accordion -nyy,uveu oy vorrt. nyyruve uy Dorn anon ue rev w.e no rannea oy one , ang/ar me w nmwsnm n necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phmma: 850-487-1824 The state of Florida is an A VEEO employer. Copyright 2007-2013 State of Florida.:: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, small addresses are public records. If you do not want your e-mail address released in response to a pubiiorecords request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.-Nmuant to section 455.275(1), Flonda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The entails provided may be used for official communication with the licensee. However emall addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick hem. Product Approval Accepts: MAR 0 2 2018 sccuritpmLTRlcs ST. Lucie hops://tloddabuilding.org/pr/pr_app_Ist.aspx ill II GENERAL NOTE: 1. BERTHA kV. ACCORDION SNUGEA SYST[Y SNgW GN 11RE PRODULT EVLWRON WCUYEIR IP.GD.) NA5 BEEN VDOrIEp M,COUPWNCE W KYyROV(LL WITH NNE 2017 (6N ComaN) aTHE M,,, BUILDORO CODE LAPS ACCO1GItl4 SHUIIDI SYSTEM SNYL NOT BE GVSTAII[0 AT RGHVFL HURRCANE ZONES BCSGN WHO COLDS SHLL BE AETFALIMGIA9 PER SECTION two Or ME AHOAE UENIRINED COOL FOR A BALC WHO SPEED RMUREO GYM NRERC S,IITIN WILL BE INSTALLED WITH A dREC110,IW1Y FACIGR XO.M, USING ASTCE 7-to ANG SNAI, NOT EXCEED THE NA,O,UU (ASD.) DESIGN PRESSURE RATINGS OCXCSna ON SHEETS 11 TMRV 15. 19 a 20. 1 H GROER TO YLINn' THE ABOVE WNOIEION, ULTWn DESIGN WIND LGAIG DITdMINED PER ASCU 7-10 SAL BE FIRST REMIGG TO ASD. OES,N LINO ILAr6 BY MULTSLYOG TREY BY Go IN ORxI cowPARE THESC W/ MAX. (ASD) DCOGAI PRESSURE RATINGS PAGnO ON SETS IT Not, IS, l9 k 20. IN ORDER TO VERIFY THAT COIRONFMS AM ANCHORS OF THIS P.CO, AS 1[SIFD, WERE NOT OVER STRESSED, A 3) ■ INCREASE W Al1.ORABlE STP6ST FOfl NF9G IDAOST WAS BOI MEG H TMFI4 AWLYSS HOWEVER. A WORD DURATION FACTOR CD.1.90 WAS USED FOR vBIFWwnGH Or FNOT OvES ST WOOD. BERME 1LV. ACCORDION SHIRIFA SYSIOES ADENIICE' LIRE M9ND AND LARGE NSS C DAPLT RAW ILLS BEEN VDMED H ACCOROU" WITH SECT ON 1e09.1.2 W THE ABOVE UpEp1ED COPE AS PER An REP KV. -HV 9/.eE 0 /0214.0I-M. /0715cl-03. 11004.01-05. 11214.01-05. /0317.02-0e. 1D1i09.m-10 ANT /021041-11 AS PER TAS-201. 14S-202 AND TAS-203 PROTOCOLS M9 ASTU E-Ine ANO E-IWN SAM04t05 (OSII LEVEL D. "M ZONES 1. 2 e 3) a OIUMOI-10 AS PER TAS 201. 20 a 203 PROTOCOLS LARGE MISSILE, -IN WUDCM BODE 0 1OS05.01-M 4 Plot ASM E-INS AND E-1996 (MISSILE LPNEL 0. WHO, ZONES 1. 2. 3) BASIC PRU[CMN GNLY ANO / B)25D1-WE AS PER TAS 2D2 PROIGCOL 2. W ELADE(D MO W WWOOW BLAME 0 ARE ENpNCENNO TO WOSL H M,,, WITH EACH OTHER VNOER THE CLIENT LWRATWN9 LID GONG,RONS W CASE NOWAn0 ON SNCET 19 3. B[RMA RV. ALNZMIG41 PINS (WI SCREW$). USED AT BURS IHIICLL AND FOR GRECT MOUNT CCGNECTRN TO TRACKS SHALL BE 114YL75• AND /I14.1.]S• RESPECTIVELY. 410-M MINNUY 5(RES STAMILSS STER SICKENS WITH 135.0 W TEED STRENGTH AM ILO W TENSILE STRENCIN. PWS SMALL BE GEARED MM BEIGN HV OGRMGTED'94.1. CCATHO APPLICATORS RECIS ERIOD WITHA.LREAN S1IUTIER SYSTEMS ASSOCIATION. PINS MUST BEAR THE NV MAIMING ON THEIR HEAD, YING 5YSICY AS MANUFACTURED Of APPROEO 4. ALL A UY FXIR6gN$ SIULL 8< ILIJLN2GNL ASS0CU110,1 6M5-75 ALLOY *NO TEXPER AS INDICATED ON SMUT$ 2 AND 3. MIMG. EN011 MINYOLO SRtCO83-TB AL,,, 6 M, W ANO W, W FOR -IS ALLOY. I 5. ALL SCREENS TO BE STAINLESS STEEL 301 OR 315 AID SURGES OW CORROSION R1515AALR CCAIED CAIVBON STEEL AS PER ON SOOIL WITH 50 W M. WnD STRmIM, AFS 90 W M. TENSILE STRENGTH AND S1ULL COMRY W/ FLORIDA BIRLDOG COVE SECTION 2411J.L4. L. BOLTS TO BE ASM A-307 WLVLIEW STEEL ON At, 301 OR 316 EDGES STAINLESS STEEL NN,, W W MGUIUM WELD STRENSI, 7. SEE 111E FOLLOWNG SH ET5 FORANCHOR SPEOFICAnOXS NY GUIDE Q` : It13.14.15 AIU 20 IPA BABE 0 e 0 WDRKM N UNISON: 12. 13 h 19 B. N t YRNA VACCOPOION SURER STR [U BEARS A US PATENT /BT7SSB2. COIOONMfi Or TITS APPI ARE OOHED. H WINGLE OR H PART BY U.S PATENT I5'4S9.170 ISSUED lU !ASTERN I 9. G SNA1 BE THE RES ONS IBI OF THE COMRCYTOR TO VARY THE 501AUNESS W THE 5TI11JrMRE 1T1NQE S,Illlim 6 TORE AnACHED TO INSURE PROPER MCHGRAGL CONIIUCTW TO STAL/CLRJL AH. 9111TIm COLOOxprt ECOCi MGP1 ROUVI.I TREE FASIFNIDR W CoMLW WS CoNt F MTHE B,,M, TO W00/M WMUSON. 10. EACH UNIT MUST BUR PERMANENPERMANENT1ABFL IN A WSBIE PLACE CORN W/Nm0 MTN DURING PB00DS W HURRICANE MININGS HOME OWNER, IFNANT. OR OIIMtS MUST RGP[PLY RASE ALL M' AIR 10 GfMIBNYAIES A1U [xrJEE at LOCI( ALL IN AIo MO lW6 I I. SNU ER YANUFACNREAS LIBEL SHUT BE LOCATED ON A READILY WSBIE LOCATION AT ACCORDION SHUTTER IN ACCGRORNCE CORN SECTION 17W.92 er nOT1UA BUILMG COOL ONE LABEL M M,a PLACED FOR EVERY OPENING. L UIE INTO TO COMPLY WITH SECTION 1709.92 OF THE FIDRGA Bnom COOL II BOMU N.V. LCOM. SHU FOR SYSTEIFS IMSTLIARION SHALL COMPLY WTIN MM "TRANG IN THIS GRAWWG PLUS AM SUROHO ANG MHHO REGULATIONS PROVIDED BY THE JUGSE CORN WHERE PERRI R APPLEO N. i 13. (a) M6 P. M PRpNiED W ILLS ENLA1fR 6 GENERIC ARD DOES NOT PROAOE INFORMATION FOR A SITE SPECIFIC PROJECT, Le. WHERE THE SITE CWIMGNS OLVUTE FROM ME P.E. (0) CONTRACTOR TO BE: RESPONSHE FOR TM: SnECMN, PUROUSE AND WSALIAnm wcuma, LYE SArOrr W TMS PROUH.T. USED ON TN6 P. L. PRJYIDED NE/ME CO[S ALGA pE,,,E M. MC CONERGONS ORARED ON THIS MCWBG. CGVSTRIICIIOX SAFETY AT SITE 6 THE CONTRACTOR'S RESMRyMJry. (P) THIS PEO MILL BE CONSIDERED NO= IF LTERED BY ANY MEANS 9=00FIC PROJECTS SHALL BE PREPARED BY A FIDROA REG6TERED EMMW OR ARL1f1ECA WROI Wll BCCOLNE RITE FHIMFSI Or RECgiO (FART f W FIE PRGIECA AIR MIO II41 BE REVIEW. FpT IRA PaSam IISE W FIE PEG. [NGORmI W RECINU, ACIINRJ AS A DFLLDAIED Q,CUTETR N tNE PTA. DG4NETA SHLI. SIBUIF TO n6655 UTTER THE STTE SPECIFIC DRAWNGS MR (e) ORIGDW. PL0. SHILL BEAR THE Call: AND ORMW SAL AND SIGNATURE W THE PRWLSSGNL ENOIN ER W REC060 THAT PREPARED R. GENERAL NOTES SHEET I SYSTEM COUPONENTS 1-20 SHEET 2 SYSTEM CWPONENIS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-H SHEET 4 TYPICAL WINDOW BLADE a WDIDOW DETAIL AREA 2• HV PLADF in AND NV W NDOW BLADE LTA MERLAEELICAME1 TYPICAL SNUREN ELEVATION a NOTES; ON LOGE SHEET S INSULtATTON DETAILS A-Y. MNCREE/BLMX SHEET B INSTALLATION DETAILS G-M, WtTFEIE/BLOCH 'SHEET 7 [ENIQWAIE DETAILS try SHEET B CONTINUUM ALTERNATING DETAILS HV SHEET 9 END CMHECMN DETAILS 1-6, CONCIOE/BIOCIL SHEET t0 WVINUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE a BLOCX SHEET 12 ANCHOR SCHEDULE- CONCRETE N BLOC,( SHEET 13 ANCHOR SCHEDULE- CONCRETE h BLDOX SHEET 14 ANCHOR SCMEGULE- WOOD SHEET IS WSTALLATION DETAILS M-R. WOOD SHEET 16 HSTAILAnON DETERS S-X, WONT SHEET 17 END CONNECTION ORBS 7-12 h X, WOOD SHUT IB AREA 3• HV WINDOW RLAnr ((j TYPICAL SHUTTER ELEVATION AREA 4• HV WINDOW RI AIDE n ONLY ON Y SLEET I9 INSTALLATION BEGAN% METAL STUD WALLS BEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF To • c' �i' ........"/' s_ 4P: vCENS. F �� •E � YYY � �fS••'•• .R. \ 1pAN . S/ONALE N,r' Pr •fL'L'A91CldAANI OrInATr M17 TOrtta. We. I L� E C O TELIT TESTING A ENGINEERING COMPANY 41N5 xW. Mw W, m. 3Iu NWPTu rAWe, FAIN, v1 Pna. T f3mYn-ISR . re. , (30llUI-lul U9-(M?IY •^^ COLTER A muT a. P.E. naROA Lk./441r7 . � ASSA AmWNean ShuHWr S Jlfeme y Ae90CIDffon, Inc. 4268 Westroo.. Drive West Palm Beach, EL 33407 02017 EASTERN YETL suPRr. MC. R TM Accordion Shutter System HV. HARE ®1 W/ CR W/0 NV. WND0.Y Ii/EE IIShsIroN UK MAIN9W LL 1 alD 15-c85 7/27 I MM 07/27/t7 a DRAVANG No 17-107 3 4 1O HV SOLID BLADE CGVERED UNDER US PATENT g 5458179 OF USE OF BLAX400N SHEET 19 TEMPER HV ----fi483-76 nrOY'N1WfEP ALLOT 91r r■3. l �. ero Leee• I 11 HV-IlN11 HAD a G FlED FOR USE W/ HV BIADE 1 ONLY,SEE SECRONS i0a VALID 6063-76 ALLOT AND TEMPER DOUM UNIVERSAL FLOATER QUALIFIED FOR USE W/ NV BLADEQ 6005-75 ALLOT AND TEMPER VAp c- .100 i • ` e1D 1© HV HEADER/SILL QUALIFIED FOR USE W/ NV BTUDE�1 GNU 6065-i6 ALLO4 AND FMPE LLN %.aL Y YNDW IDE ANGLEED FOR USE ALUMINUM ANGLES BLADETIIOUAUFIED FO$ USE 1Y/ NV1 ALLOY ANBLME(6I ONLY. 608]-TB ALLY AND TEMPER OOUAUREU FOR Uff W HV 13LADE(I] W83-T6 ALLOY AARRDD TEMPER ®HV WALK -OVER TRACK OUAURED FOR UjE W/ NV BLADE 6063-T6 ALLOY I TEMPER COMPONENT A 0 TI n Q 2' S' MAY. 1/8' 1/$' ® Y' S• MAC D192• 0.192- 19 2.5• r MAY. 0.190' 0.190- ® 2' r MAY. C139• 0.131- OS HV 9O'�1 BD'�STARTER GUAUFIED FOR USE W/ RV BLADE CV 6063-TG ALLOY AND TEMPER .99P e.2 S n• 320 9O HV TRENCH TRACK OUAURED FOR USE YI/ HV SLADEn ONLY. TEMPER 1� HV RAUARD GUAl1RFOR FOR `Uj'E W/ NV 6063-T6 A WOYEA II TEMPER OL. ..... �!/l :- W017 nrzm. we __..._..-_._....... --- ._.... ._. .o,o.,. ......cane one O20n fASIEAN aELJ. AWPEY. W0. :• uCENs�`v?`{ RT A TM `, j A S S A Accordion Shutter System ■ ■ ■ ■ American ShaHBY SYsI6Ta KV. BADE /1 W/ BT W/0 KV. WW01V MADE ��y %P/A� TILLR pEu ww ya rvuAx ev. EG { 1 O .. GJAT; TESTWG k ENGINEERING COMPANY 613f x1L ]bq p, yy, aOI. VryCNN fMpN; nplq yl6 Association. Ina. 1 OLD 13-OBS / T 1 d2 OT 2) 17 �fss•.�RIDP,:�a411`p` vran.: WSWI-Isu . F.: G03;8n -1531 - e u9en" '9 4266 Wee9 Drive 400d West Palm Beach, FL JJ407 2 E ORAtWNC No F41w A TLUT ,r. P.E. 17— 1 O7 U c r .1S,.ASr m.Tc IUTM lk. 1 MIe) J HV CENTERMATE FOR USE W/ NV BLADEn& 6063-76 ALLOY AND TEMPE``�A'' -� 1II1 PIN1 FRONT O VADDN © LOCKER FOR T. LOCK FNTFR. MATE QUALIFIED FOR USE W/ HV BLADE IDONLY 606e-T6 ALLOY AND TEMPER t an. AIL' �y Iq i O QUALIFIED fOR USE W/ FIV B;QCKIIJG ROT) LADE 1 & 6063-TG ALLOY AND TEMPER p ® LOCKING RODA i QUALIFIED FOR USE W/ HY BUDEQI 6063-Te ALLOY AND TEMPER FOR USE W/ NY BUDE(I)& I&/ ONLY 6063-TS ALLOY AND TEMP i' tfT �QUALIFIEDfi06]OR UASLELOWY/AND TE PEE I ONLY A1'I 6063-T6 / qi.y. i6 HV 3/6"0-16 AI IEO FOR USE 1 6063-TS ALLOY OUAUFIEO FOR USE W4 RV BLADE 1 & 6063-T6 ALLOY D TEMPER SI L37/ i& 1/4" a— 0 AICI- 04 SERIES S.S. THUMBS IN QUALIFIED FOR USE V1/ MY BLADE 10 E IAT ' § Nmt � was Ala •��ma (�" eaau evaw nnm) foam2 wm) ® HV LOCK ® HV R LOCK QUALIFIED FOR ONLY. BLADEY Q ,t[[l& USE W/ W v (9 ONLY. — 2 • SPAEb J60• AREA AA, N 1/4"g-20 z•3/4" BEFORE RIVETINGS.S. THUMBSCREW 1/4"0-20 RIVNUP aS1AEa 0411 AIUILLVYM Dmo.n AUDY) uo, rwax Del e - van RmRr. PUT I DWI. At MNorM:naa, er Awn PBARY TDIRRK PYmPw". Nn man mrmt a TDWL ® HV "To LOOK ® HV ALTERNATIVE nCK OUALIRED FOR USE QUAURED Po$ USE %V/ HV Vl/NV BLADE QI ONLY. RUDE IIJ ONLY. O.e73• MR 1 .lie' Ma DNuBDIPA ornR Nan 1. Y:n QIWDFR IJe Ma.. LOCK 6Y RECENT NMOw®ORMORMEiSERFS 2333 HOOK BELT LOFK. QUALIFIED FOR USE W/ HV BLADE 1O& 02D OP `'i I R TATTOO, Ne. ,)1 Q�•. ,......... /l 's O20R FASTUW ORAL SUPPLY, WC. ASSA I L E C O EHQ. Accordion #f wl On Shutter BLADE 4 * �^ /• •1 ■ ■ ■ ■ HV. RUDE ®I W/ OR W/0 HV. WH)OYI BADE * TN11T TESTING &ENGINEERING COMPANY Am Mean Shfon, Systems aLcm� /ME IMM' 0 La SiA i ua x.. 10 M .2os m NA ewroa Pm vt 268AssWe011on, In.. Eta Is -Des /27I Rm D)/2Y/IT ,n Q Plgnr : (w.,bn-Isw . m. T (Snt)e21-1631 4268 Weslro6.. Drive 2 pgAYANG No t•:'Ef''•.`1O1R♦I1Ucp.a141tst m-m000mTla sYn West Palm Beach, FL 33407 a i. Pr �tF//IRMAFitSn1ntr �itOVOR Uu / ul6)E 1 %— 07 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 9i, QI HV BLADE 1 ® KV BLADE 1A j ® HY LONG RECESSED NYLON BUSHING ® KV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'a3/I6' TKICK NYLON WHEEL 0.188'0 AISI 302 SERIES S,S. RWM ® KV 1 3/4' ACCORDION PIN W/ /B HEAD H ® IP! 2 3/4- ACCORDION PIN W/ 18 HEAD s ® POLYCARSONATE IMPACT RESISTANT HV WINDOW E a tl (1) HV PIN ® SHALL ALWAYS BE USED�AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ NV 1Q OR Hv ®BLADE. j?[CAL SHUTTER ASSEMBLY .?[CAL (2) HV PIN® MAY BE USED IN UEU OFp ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D easxr BLADE WHEN CORRESPONDING TO INSTALLATION 'll', SHEET 7.r (3) HV PIN ® OR ® W/ 1/2' O.D. 1/16' THICK S.S. WASHER 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'BA SHEET WHEEL CARRIAGE DETAIL nl.s EXTERIOR , OOR II it Q OR ® [;-s F xv nx ®aA�•r F aR euG['s KxucKIE. (s¢ HOTE • roR AFomRw[Nrs) 02017 a[TEaa. WC. IL ECO[Ra. TILER TESTING 5 ENGINEERING COMPANY Ms w Mel sl, eW lo% VAIX1' fjl60y ,1p4 y PM 1 (30e)en-13M . rc, I (=)aul-,", AL fir. Pl c I n41ex x EXTERIOR o=N .Imr BIAaE .Oex 4e25' ,exs• INNOVAIIVE PLASRC LEXAN 103 (SEE NOTE 'C ON SHEET 19). POLYCARSONATE SOURCES FOR 4 uwrt•ar �As mrr,oa,o n•n•v e>loioa A ,�. dE m m•a erw: eater Doan Me"We"' rssw om coo ./. sea w. 1O9[ YUD n1¢rCM KIY [W %. w eyp . ndn\ n4�CIP Y IY➢ . eM ,).'m •. 1! •al MVA 141YIf �•d Rry OM Noom ul Noxm W Go<.eea one eu0s oo0n .en na a w e Pu MR n dRpry /,SIY. Des o-1 CIAA a-1 (1/9 DY W14 IaW• sm7 � 'do'. umc1u em[ enncm u1m mP w 4Le ru euo ru >oa.e enrol evo¢ wnemc nsn, em s,si e=1 aeo n+a A.S.S.A. American Shutisr Syslams Association, Inc. 4268 Westmads Drive West Palm Beach, FL 33407 OR W/D HV. 1 No A, y I'I hIII IO I Y i• Y•I_ �• O��� O•_©O O. OQ. O m t Q. O• O• O• �I l'71• ©a�• �n�• � a BQ•®a ®•�fa T6 •ID5a1�' •® TYPICAL Cl)ICAL HV BADE SHUTTER —ELEVATION ELEVATION 6 N.T.S. zii OF CORNER CENTERMATE RADARIRY [ONa111pN 11]./ONE MV IOCK w 0 SNML SE USED AT 1/2 OF SHUTTER Spµ FOR ANY SPµ ADON. IIV LOCK a Q�2WY-BE USED AS µFINSDE OR OUf51DEOR VANS UP TO 1 LOCIL ATTFO�HEO roAdnOOp �T µY YBLu.L1aw (2) I/4'1-20 K 1/2' LONG FIX HEAD SS. Y.S. IDGnON OF LOCK 9WE PB9E As WpIG ELEVAnON. • IF D FOR SENRaY PURPOSES, UP 10 iW0 IIV 5 29 OR WY BE USED AS AN INSIDE OR OUTSIDE L= CONNE'Cp OF LOCKS TO CNNIERIWE4 0 i� SHML BE AS I PION 0 BE AS ON 1YPHOE SINTER ELEVATION. ` wrn W/iWD o ,,AM)' LOCKING RODS µE NOT REQUIRED Ai URRICANE P051TION, BUN WY ISED IF T OESWED TO ENHANCE SHUTTER PERFO WWCE LOCKMe RODS OR AN µTERKK NM DEVICE ALSO BE USED AT STACIONG POSITION (NON HURRICANE POSITION). S S. uAH1YTIKW DONeInnM 1, Nrw KFKTMIF •-ln.n M1— •-. ONE HV LOCK ®a ®or 0 SH BE USED AT 1/2 OF SHUTTER VAN MR ANY SPµ OR 12• ABOVE OR BELOW 1/2 OF SMU1TER VAN FOR SPANS UP TO 961. AND FOR INST L ATIONS AT ANY ELEVATION. W LOCK 0 a 0 a 0 WY BE USED AS WSIDE OR OUTSIDE LOOK. ATIACIIEO TO 0 a 0 SYMMETRICAL CENIERWTES W/ (2) 1/4'-20 K 1/2• LONG MT READ SS. N.S. LOCATION OF LOCK SNAILBE AS INDICTED ON TYPICAL SHUTTER FIEVATION. USE OF LOMNG RODS il$ W/ OR 0 TOP µ0 BOTTOM IS COMPLETELY WMANORY. Lr rL r 11L • WWGNUN OR W/ 1/4'0-IOd' S.S.M.S.—Wd A "1pro. 5/B' HATIIIf. YA%IYW ABOVE µ0 BELOW YIDSPµ. USE OF TWO LOCKING RODS OS TOP 12• I I' :ONE ALTERWIE Bo LACK® MAYBE USED W IED N HV AS M a, OR Di FOR 1. SPAN MND DIT Of he L AT ANY EIETO ®VAIpN. ALIERWIE NO IOCN WY BE UE[O PEWFORCEYENf I60if 6AS SNONN ON SECTIONS HDBB--T�MNB NW -MT• W,cM� QBLOCK WY BE WSNMIEB AT YIDSPAR OR 12• MOADIM BELOW OR ABOVE IOOSPAN USE Or LOaaNC RODS @ B COWIETTLY OPIIOWL. 'r ✓L o2017 IRTFtq w0. IL ECOTE6a. I TILT TESTING h ENGINEERING COMPANY `= it Mw B. aw]O. YX}lAW I.M N.w.. 1 (.wsMn-Im . r.. v rwslsn-ml AmSSSS.A. American Shutter Systems Association. ina. 4266 Weslroads Drive West Palm Beach, FL 33407 HV. RADE At W/ OR WE. N0 07 E. A CGNCRETE ANCN M — M SCNEDUEE ON sIE[T M 1 (SET XHED £ ON SHEET 13) YOC% Op HV WAL SILL INSTALLATION / r C VACWNE sgCSS. EIa : In• !•-- USNa I/4•-20 NW1S ! O Ix' G.C. 13 as S L 0.•' '•j .x5O' M. aPROWL I H? ®♦ _ (g) HV WALL HEADER INSTALLATION + KEYSTONE ♦ t (DON (� L- UN. STPARAMx TO CASs 1 (SE[ SCUImUK ON SNRT II) ID 11 """ (g) HV WALLSILL I I INSTAL, NSTAL ATION 38JAaw ar Sr[xeuc: A rm TmuE swa[R • c 0.. EOGE luruxE • $CE UgIaxs a' U55 FOR ECnaS CAN 8E COYBNm (SEE $PLCIGMNS ON SXLET 13) E4ADE OI SURT I• sort ANr MSgILRIOfE � AAA �Q E OPGOIM 13 a IS ��/=M '1 / T=7�v WSND O Ix'O.C. / /. / CO (S '•ss.NUTS i 55 NFAO EYDI0IE sCPETS POURED 001CRETE s M 13) e/ I/A'-20 IMS O Ix' O.C. OR C),4 M BLOdt REowaD OF HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ 10 HV BLADE \II - '. 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W■A[E ` •00. • % TREES TESTING @ ENGINEERING COMPANY American ShuNar Sy atoms p••••.p ; • Tf.¢pl NM uW. XN. 54 sa ]M, °aNr„ ONma6. ,,war D, Aesoelatlon, In. 1 OLO 15-Oe5 7 1/1 . w 27/17 Pnw : (u�)m1-lsw . rw : (MY171-Tsn 4268 Wastroods Drive a ........ EN West Palm Beach, FL 3J407 a ORAWnNG No p 17-107 p I •.nnr .......... I f4TA A TWf J,. P.c DC <ru iaru.n lec in.,c nwG ucl 44167 SEE ND WA C IN Y "WING GV S INSTALLATIONS W/ M HV i* " A � ©ot I OUT //-- r.No a*Em,.rz Nv uxs ®oa attr s / 8I➢E M= DENA w a vW° MR Yl r BLADE W HV CENTERM TES m�.rze.P OMNIND,atGEo iw®w©. O7 w BQvIO •®w i f0•®w®•®w©.®w O SEENE,Ng—eft n,2urrn0ly ©•� •©wO.O•®w —DUSTING cuss nETA �wO.®w ---------------------- I--------- 2'.2'�I/e'A'-] I I (me/-re ©.®w®.®w�•�$ S,/e• Y e1/2' weoy ww. (9I1 s't�' I Iloan's'irtC R T S OG u°. 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W WOW BADE Arnto 'r•K.fIO'p ��QQ•• ; TRUE TESTING & ENGINEERING COMPANY ��COn ShuH.r Sysleme �, EG ..r` •C,�((Jp,nA ; :�,•4 ,1, uff a.. wi. 0. m. aS vm wame, nqy y,e Asso01GRon, Inc. 1 OLD is -on 1Oo2Mr1-Lem. rw:(No)on-Leal 4268 Westroods Drive 06S Tnn1 um w/22/n '-s��NAL ENG\o1'' -'" : wf.oeim°E`°"' West Palm Beach. FL 33407 a ZONG No r rr... v "N w h. PS. • 17-107 P.E. SEAL�SIGNATUBE/DATE nORDd Er, .11, a BNEEf • 8 OF 20 ® I�It•7� 10 &NC Q)AIp ani M. VL4Ra a1 a416 7.a atu u mevo.¢ nae ®s�oa 0aaaa wo-.ro, .mxam a na araa, xr e< uan .ant >m i1pW --------------------------------------- real'liis., I + (SO NV -T- LOCK (OUTSIDE) o. /4- 0-20 x 1 1/2^ S.S.M.S. &- S+ ' ' N/ 7/8.0 x 3/32- WINGNUT• (anww)bOB—HVB OU)T ® SYMMETRI A NO GENTERMATER G• WWNNN/ LOCK (EXTERIOR) 0) we: •momuuxm mip+aQ3 mwavms p umnu IlOvwo 9LL'lQ mu M},A e we rm u omaum awvaoe �u alav0 ' HDD—HVD+• "FER A,,,,, FLOATING !TACK — I I ........... FLORIDA BUILDING CODE Non High VelocityHurricane Zone d _` 02017 MUM. M. ®20I7 TAs7uu. unk suPnr, we 0.4 3 .. 1 L E C o A S S A Accordio Shutter System I i• . 7�.• ` E Nc. TILUT TESTING & ENGINEERING COMPANY ■ ■ ■ ■ American Shutter Systems KV. BADE BI W/ oR W/O HV. WIHIOY/ eeDE wN . (` •. 0 A .' ...a xa II.. s1, as aa3 vwzu a.a.01a. rloro. 91 Association. Inc. i Ola IS-Os3 a7/1 mm 07/27/17 "" `' • L EI'ok vuw 1 (aos)so1-nw . F.. ! (MA71-1u1 eFeT 4268 Weslroads Drive West Palm Beach, FL 33407 a DRAWING No •• FF.•III' ,;, ...1EII A 1p,11 b. Yf. a 17-1 07 P.E. SEAL/SIGNATURE/DATE RD,eni I u1e7 a SHEET e R 0 20 'POURED CONCRETE OR PWRED CONCRETE POURED CONCRETE OR C°�NCRn� E � CONCRETE BLOCK WN OR EONCPEIf OR CONCRETE / J REOWREO ; BLOCK WNL REOIRRED BLOCK WALL RECURED Cx o GLASS V / �•I/ BLOCK WALL PCOuo C / Ir' CASs CONCRER ANCHCi /aAss ' r > o m• o.e j /, r / yjNuru+i • t x• um. Na aAss( / i0 CO, ��I Di san 1/le1]'bAK lam O'CR :/ , UVE'SOH9`¢T I• // me S(�9 11 FOR DNXmNa (soeo- T. =T�PC AT t 9/6mk �' CL)SER mA® ON9 191" 1/2•/ 111 RX? V m FV) I ® AMIE. 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Im t -Ieel 4268 Westfoods D&e /I�aap W 2T/Nov n/v s/DNALE��O�II''' ra'aooeTio"m West Palm Beach, FL 33407 s DRAWING No WALITA A Tu1r b. Pl . 17-107 /I/IP'•I FLaRa1. 11c t NIU 6 P.E. SEAL/SIGNATURE/GATE s SN to OP 20 SCHEDULE Al SGHEDLILE p2 %NUM SHUTTER SPAN 'L+- OR ,'L-' MA%NUM SHUTTER SPAN' ). FOR INSTALA7IONS W/ OR 1- (It.) FOR ftl)]'.�.$. ® @ ® ar `n "' �y INSTALLATIONS W/ MEN ONE M.V. LOCK ® or 0 or or LOCK ® W/ NO LOCKING RODS or ONE HV LOCK or CEMERNA� 28(Ai 28 W/ ONE W/ NO LOCK, O RO S u i' LOCK 30 y�/M'0 LO®YC I I (SEE NOTES 1,.., __. AFA also, I� RAIL YWIDIIW t`so ) FL00R/VynO YpINILNa SCHEDULE 43 M%IMUM SHUTTER SPAN*'L+' OR -L-' (It.) INSTALLATIONS W &W/ ONE HV LOCKS OR)W/ NO LOCKING ODS (vAU0 FOR UOuNnina CONCAVE Asn mw INSIALLAtIW$ AM�.o Hain/¢v:P uaANmy a=1 (• Roan 1LL MOUNIaHO Po N ]0 ]C U'-r •- 1610 10 14'-2' IB'-2- 2' A] I]' -A• I.•_]• Ss 11'-1' 11'-11' ED IW-2' IO•-Ir 70 6'-B' 9-4' 7e 1 IN.r ,11TON KENO CONCREE k YANSOR/ W000 E, AF,K M.RN,S ,0P�0, MOUNTWC kOI MOUNTING � M 0 I MUMUM SHUTTER SPAN 1+' OR 1= VON INSGIUTRNS 0n0 WOOD SHML BE LIMITED TO IDS PO. I.S.D. DESIGN PRESSURE pATNG. Y HV CORNQ C[M pWA E /] MY BE 6ED AT ALL MOUNTING MSTAWIIONS. LOCKING SPECM1GTIONS SHAEL BE AS INDICATED ON MµDAIORY CONDITION J2 NOTE /s. SHEET a. ff CCOPT THAT IJATYLM S4UrTM SPAN 1+' OR 'L-' AND MAaMIIM AS.O. GCSNO PRESSURE RATING FOR INSrAuATC6 INTO CONCRETE OR CONCRETE BIM SNNL SE LIMITED AS FOUXvM I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P.F.U. AND 8'-0' SPµ, SEE MOUNTING NOON SHEET 7, SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" O HV BLADE 02017 IATTCa. NG ILEC . TILUT TESTING h ENGINEERING COMPANT LTf N.. Mai M. ML 3`1 YAG/M 6V6U6.. w PnNW I (M1Y71-Lew . ra. I T]PSIen-1s21 NOROA UL A.S.S.A. American Shun r Systams Association, Ina. 4268 Westroaos Ome West Palm Beach. FL 33407 (1) L+: MAIODUM A LOWAME SPAN MR A ONE! Pal N AS.O. DESIGN PRESSURE RATING. L-: IJA%. ALLOWABLE SPAN FOR A GIVEN MGATNE AS.O. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MA%NUM Spµ FOR WALL MOUNTWOS (TOP/BOTITOM) OR FLOOR/CEUNG: DIVE, A POSITIVE ASO. DESIGN PRESSURE RATING, DEIERwNE MA%NUM SPAN 1+' Mu SCNEWLE. GIVEN A NEGATIVE AS.D. DESIGN PRESSURE RATING, DETERMINE WWNUM SPAN'L-' FROM SCNEHvnr MAIL MUUMUM ALLOAUQE SPAN 6 EOUN. TO ME JLmpM{pL TERMINED SPAN DETNTEN li AND'L MUSNATEDUREIONS NfO IIBEIWEEN W YA101VUNIIIHSPS FOR W/ FLOOR/CEUNG YOVNIMGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RADNC OCT MINE. U+� WV. SPAN FOR WALL MOUNTING INVAWTIONS. La+- IMC SPAN FOR FLOOR/ClUuNg MMNTRO INSTALLATIONS. MR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RATING: DETERMINE LI-. MAX. SPAN MR WALL MOUNTING INSTALUTONS. U- MA%. SPµ FOR rLOOR/COUNG MOUNTING INSTALLATIONS. FINAL MAOYUY ALLOWABLE SPAN 6 EOUAL IO ME NINIUUM BETWEEN 11+.'L2+. 11= AND 'L2 N FINAL MA2lMUM .S.D. DCSRN MAOMUM ANCHOR r t .LNN MRAL SUPPLY, Me. ER ,v Accordion Shutter Syst )LV. 9AOE BI W/ OR W/0 KV. WHOM BAD n. w aslTrraw wa oww an M¢ 1 OlD IsroB] 7/27111 MUD 07/27. 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