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HomeMy WebLinkAboutPRODUCT APPROVAL4/4/ZO19 Florida Building Code Online w � I • ^ �t)j`�p l'Ri ram.:. .. .: 0U5 Home I Log In User Registration Hot Tapirs BubM��r charge Y �Stats 6 Facts I Publications I Contact us BUS Site Map unk I Search `bgOKY' Florida g QDPr I D a ` Product Approval vej6 S�q?,�c USER: Public User �tJ oc L NN ProductApproval Menu > ProtluR or Aoplicatlon Search > BRPlicatlon Lisi > Application DetaSCA il C'/1 FL # FL12246-R4 S.t 13cC/ Application Type Revision �uC/e County Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer Expert Shutter Services, Inc. Address/Phone/Email 1626 SW Biltmore ST �3 Port St. Lucie, FL 34984 /00 (772)871-1915 Ext 106 callexpert@aol.com 11 Authorized Signature Michael Heissenberg REVIEWED FOR callexpert@aol.com CODE COMPLIANCE Technical Representative Michael Heissenberg ST. LUCIE COUNTY Address/Phone/Email 1626 SW Biltmore St Port St Lucie, 34984 BOCC (772) 871-1915 Ext 106 V�.r CallExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie, FL 34984 (772) 871-1915 Ext 106 CallExpert@aol.com �.)le Copy Category Shutters 1Y Subcategory Roll -up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tillit Ir., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. Z Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards • Certified By FL12246 R4 COI EXPERT SHUTTER SERVICES DRWG 17- 244 CERTIFICATION OF INDEPENDENCE PDFCERTIFICATION OF INDEPENDENCE PDF Standard ASTM E-1996, E-1886 ASTM E-330 TAS 202 Year 2005 2002 1994 https:/Moridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4O\AiltCeHwT5BBAhhv9l8°/P2fxUQDampBiggCQ%3d°/a3d 1/2 4/4=19 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/27/2017 10/19/2017 10/25/2017 12/12/2017 FL # Model, Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: No FL12246 R4 II EXPERT SHUTTER SERVICES INC DRWG 17- 244.PDF Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: +160/-160 Created by Independent Third Party: Yes Other: State Missile Level "D" wind zones 1, 2, 3 and 4 (basic Evaluation Reports protection only). Pressure rating: +30, 30 p.s.f. at 20'-0" span FL12246 R4 AE EXPERT SHUTTER SERVICES DRWG 17- 244 PRODUCT EVALUATION REPORT.PDF and +160, -160 p.s.f. at 8'-0" span with 1/2" slip. See sheets 15, 16 and 20 for additional pressures and spans. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee R 32399 Phone: 850-487-1024 The State of Florida Is an AvEEO employer. Qrwri ht 20D7-2013 State of Florida.:: vary Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall 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 traditional mall. If you have any questions, please contact 850.487.1395. *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. The emalis provided may be used for official communication with the licensee. However email 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 Ilcensee under Chapter 455, F.S., please click )_ier -. product Approval Accepts: ® = kig R M securitvmLTRics https:/lfloddabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgvzRNLe5g4OVliltCeHwT5BBAhhv9l8%2fxUQDampBlggCQp/o3dp/pad 2/2 GENERAL NOTES: VCT ry (p p�' 1 \ UILE�D FOR WMPW�NCE IN ACCOSYSTEM RDANNCE WWIHON MME 20IS 17 (ESN ECTIONJ OF MEEFLORMAA BUBDWa CODE S Ll1SE'UFIFR SYSTEM SHALL NOT BE INSTALLED AT ION VELUCIIY HURRCANE ZONES (MIMI-DACE /BRONARD N DESIGN WIND LOADS 'HULL BE DETERMINED AS PER SECTION 1G09 OF ME ABOVE MENTIONED COOS, MR A BASIC WINO SPEED AS RQURED BY THE NRKDICTION WHERE THEE SNUTIENS WILL E INSTALLED FOR A DIRECRONAUTYFACTOR KO-O.B5.USINO ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FRO AND SN.UL NOT EXCEED ME MAXIMUM (AS.D.) DESIGN PRESSURE WINDS WDIWEO ON StEtiS IS THRU 16 6 20 TIM 26. IN ORDER 70 VERFY ME ABOVE COMMON, ULTIMATE DESIGN WIND LOADS D reEMNED PER ASCE 7-10 SKULL BE FIRST REDUCED TO A.S.D. DESIGN WIND LORDS BY MULTIPLYING MEAL BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 WU 18 k 20 MRU 26. 2, N HOER TO VFR% THAT COMPONENTS AND MORONS ON MS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33K INCREASE IN NLDWAME STRESS FOR WORD MINES WAS NDL USED N TNDfl AWLYPS. GASTENERS SPACNOS TO WOOD NAVE BEEN OEIENMINm IN ACCORDANCE WITH N.D.S. 2015, MUMS ROLLING SHUTTER SYSTEMS ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERUIED IN ACCORDANCE WITH SECTION 16092.2OF ME ABOVE MENTIONED CODE: AS.MERICAN TEST LAD OF SOUTH IKS AUXnONNSD TOO WINDDZONES 1,SPER 2. 3 � MISSILE TYPE D AND ON Y AAPPIAND EI ABOlE TO BASIC PROTECmTION INSTALLATIONS, AS DEFINED W SECTIONS MIA. 6.2.1.2 AND S.3 OF AM E $996 SEE SHEETS 19 O 20 FOR ADDITIONAL LIMITATIONS. 3. ALL ALUMINUM EXTRUSIONS SHALL Be 6053-T6 ALLOY (UNLESS OTHERWISE NOTED). SEE SHEET 2. CODE . ALL o .D2411.3.3.4.MSCREWS MANUFACTURED BY RW BUILD" k SHALL CUNVLT W/ rwww ouNuanu 5. B� BE A-307, GALVMRED OR MI 304 OR 316 SERIES STAINLESS STEEL WITH 36 W MINIMUM W 6. NAUTILUS ROLLING PROPER SYSTEM SEARS U.S. PATENTS 16,095,225 AND /7,40%980. 7. ANCHORS TO WALL FOR®SIDE RAL SMALL, BE AS FOLLOWS: (A) TO EXISTING POURED CNCREC MIN. 3000 p.1.L COMPRESSIVE SMENCUL -5/16-0 TARCOM A. ANCHORS AS MANUFACTURED BY -3/8.0 KIRK DOLT 3 ANCHORS AS MANUFACTURED BY MhD;PILDIINC. INC. A1) UINRUUM EMBEDMENT INTO POURED CONCRETE SMALL BE No ENBEDLI 11M0 SNttV XSAAANCHORS LL BE CWNS12 1 2"AS PA 6OF THE REQUKMX TIRED EMBED EM. A2) MINIMUM EDGE DISTANCE (E.D.) INTO POURED CONCRETE SHALL BE: 4' FOR S/I6.6 TAPCON XL AANNCHORS A 5- FOR 3/8-0 kWX BOLT J ANCHORS. EDGE DISTANCE IS BEYONDANY FINS WTERUL A3) ME EEICSTINO WRALL OR MOOR. ANCH� CONCRETE BE OR EENNNCK UH TOE REACH WERU� RUUCCTURREE BEHIND SUCH PANELS (a) TO LOSING GROUT FILLED CELL CONCRETE BLOCK WALL: AM C-BID -S/IB-0 TMCOII XL ANCHORS, AS MANUFACTLIREO BY. NW BUILDER. INC. MI) UNIT F 5/16.1 TOWN XL ANCHORS INTO ME GROUT FILLED CELL CONCRETE BLOCK NO EMBENENT 0Yf0/ STUCCO SIWL BE CONSIDERED AS PART OF ME REQUIRED EMBEDVEM. 8.2) BLOCK SHAUL BE 4". EDGE OISTMCE IS BEYOND ANY FINISH TERN INTO FILLED CELL CONCRETE B.]) IN TIfECEANNIETHATSMG WALL OR FLOOR ANCHORS CHURL BE NCRETE LONG ENOUGH TTR EIRCK o REACH THE MAIN MUEC'MEND ON EEHIND SUCH PANELS. (C) To DISTING WOOD FRAM MIN. SPRUCE PINE -FIT -SOUTH (G-O.SP). BOUGIAS-FIR-SOUTH (0-00) N SOUTHERN PURE /2 -5/I6'0 TAPOON XL ANCHORS, AS MANUFACTURED BY BW BUILDEK, INC. C.1) MINIMUM EMBEDMENT OF TAMON XL ANCHORS. INTO ME WOOD FRAME UNIT SMALL BE 2 1/4' PHYSICAL THREADED PENETRATION. NO CASEMENT INTO FINISH MATERIAL SHALL E CONSIDERED AS PART OF ME REQUIRED EMBEDMENT. C.2) MINIMUM EDGE D19MCEEED.) OF TMLON ANCHORS, INTO WOOD SHALL E 2 1/4. EDGE INSTANCE IS BEYOND MY FINISH W IAL CZ)WE LUSTING N94LEOR ROTOR. ANCCHORRSSFSNULL CONCRETE ENOUGH TEO�REw EER Oil WE MAN STRUCTUvBZS BE RE BEHIND SUCH PMESS. 0. ANCHORS SHALL E INSTALLED FOLLOWING ALL OF ME RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 9. MCHORS REQUIRED FN STORM BARS CONNECTIONS SMALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. -3/8'0v1 1�4' CALK-WS. MANUFACTURED E POWER FASTENERS, INC. -1/4"0A3/4 SOUD-SET MANUFACTURED BY ALL POINT, INC. -3/8.0 WITH BOLT TZ MANUFACTURED BY HILTI, INC -5/16.4 TAPCON MANUFACTURE) BY OW BUILDS. INC MINIMUM EDGE DISTANCE AND SPACING FN ABOVE MENTIONED ABHORS SHALL BE AS INDICATED BELOW N AT ABOVE MENTIONED SHEET. EDGE DISTANCE AND EMBEOMENTS ME BEYOND ANY FINISH WTERIL. EMBEDMENT GROUP FILLED OR ANCHOR SPACING O 1QOK EDGE DISTANCE O VX3% CONCRETE CONCRETE BLOCK 3/5'0X1 1/4' CALK -IN 3 3/4' 4 1/2' 1 1/4" (3000 P11) NOT ALLOWED 1/4"BA3/4 SOUD-SET 3" 3 7/8' (3000 P11) NOT ALLOWED 3/8.0 KW1K BOLT TL B' 4- 2 1/2' (3000 p0) NOT ALLOWED 5/16.0 TAPMM XL 3 3/0 3 1/9' 2 1/4' (2899 P10 NOT ALLOWED 10, ANCHOA. RS REQUIRED CONNECTIONS SKML BE AS SPECIFIED N APPLICABLE SECTIONS SHOWN N SHEETS 10. FORINUOWON -KWIK BOLT R EXPANSION ANCHOR MANUFACIUREO BY HILT, DM- -HUS-H SCREW ANCHOR MANUFACTURED BY HRD, INC. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. MINIMUM EDGE DISTANCE AND SPACING TOR ABODE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EDGE 019MCE AND EMBEOUENTS ME BEYOND ANY FINISH MATEAIL. EMBEDMENT O INX GROUP FILLED OR ANCHOR SPITING O IDOK EDGE DISTANCE O 1001E CONCRETE CONCRETE BLOCK( J/4I KMK BOLT T2 27" 9" 4 3/4' (30D0 PI) NOT ALLOWED 1/2b NYIIK BOIL R ]2 1/2' 7 1/2' 3 1/4' (J000 P51) NOT ALLOWED ]/B"IMVN BOLT R 8' 4 Sf8' 2' (3000 PSI) NOT ALLOWED ]/B'0 NU5-H SNOW 4" 5 2' (3W0 PP) NOT ALLOWED 3/8.0 WEDGE -BOLT 4 1/2' 4 1/2- 2 i/3' ]000 P NOT ALLOWED NOT ALLOWED 1/2.0 HT-H SAI OR WCE GMT 6- B ]' (3D00 PSI B/B'0 HN•N SM OR 101 BD3 7 1/2- 7 1/2' 2 1/2' 3000 PSI NOT ALLOWED 11. ME INSTALLATION CONTRACTOR IS TO SFAL/CAIRN ALL PRODUCT COMPONENT M,,, WHIN ROMAN IN CONTINUOUS CONTACT WITH ME BUILDINGS TOPINEY,WINO/RAN INTRUSON. CMU( AND SEAL PRODUCT HICKS ALL MOUND FULL LENGTH. 12. INSURE PROPEREANCHORAGE. THIS PRODUCT SKULL MYOBE ATTACHED TO CONCRETE, CONCRRETEE BLOCK ORRRWOOD DFNNE BUUIILDWCS.TTACHED ro 13. X BY TE IC ON WHERE PRODUCTS RSTHPFRUIT ISP COMPLY Ym N.� SPECS INDICATED IN MIS DRAWINGZONING E PLUS MIT BUILDING AND GULATIONS PROMISED 14. 1 MECNAN15Y HOT PART OF MIS APPROVAL 15. T0) RIGS P.E.D. PREPARED BY THIS ENCNEER S. GENERIC AND DOES NOT PROVIDE WFORWi FOR A SITE SPECIFIC PROJECT', 4a WHERE THE SITE t NOTIONS DOWSE FROM THE P.E.D. (N) P E.C. PPROMCM BHE/S EP DOES NOONSIBLE TnDflMTER WE SMOM ME CON DITIONS ONS OETAREOE AND AON MISINCLUDING MEM. CONSTRUCTIONSAFETY AT T. MCCEN 1H6 CONTRACTOR'S RESPNSHI (c) MIS P.E.D. wiLL BE CONSIDERED MAUD IF ALTERED BY ANY MEANS. E ENGINEER or (tl) SITENOECIFIC (EOR.1 FOR E PROTECT MO WHO LLCTS SHALL. Be PAEPARM BY ABEDR IDA REGISTERED ESPoNPBUE FOR THE PROPER USE OOR F ME P.E.D. FNGWFER OCT` WI WLL BECOME F RECORD. ACTING AS RECA DEUMA ENGINEER TO ME P.E.D. ENGINEER. SHALL SUBVIF TO TICS CARER ME SHE SPECIFIC OWWWGS FOR REVIEW. (a) MIS PO TIIA PT �M RE OATR � ORIGINAL SELL AND PGWTURE OF ME PROFESSIONAL ENGINEER OF REC IB. PRODUCT YNNFl.CTMRWS )ABEL SKULL BE LOCATED ON A RFAJIBY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BULDUO,I FA ONC.bBEL PLAL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION IM-92 OF THE FLORIDA OUOD04 ' mA No.44167� i P �i \\ 1\ \ s/Otis( E�6nL1 ONnrG.w rywnw 01011 R1iW wL L_ E C 0 LAC. I..1 IlSRNG A LNwNTARNO GGNPW yy, R tw WA'i..4 n LINT •^• IPw.. W n-,w. hV}I,-Tut - b: GMteeaMam �� �p621>. PE FLORIDA BUILDING CODE (Non ISO WWII, BUOkonO Nautilus RoQJROJHONers7lam Z-) 0"I M LA 91/L4/17 wrt EXPERT SHUTTER SERVICES INC. 1626 Sm. HITMGC SERET MR P. IUQE. iL 349M NbL eW Nv.WX.1AU A 17-244 QD SIDE RAIL * xwnAlwvu,Aum �y.�awE:fmn• Y` USf 6-FILLNETT N Y.OIUTACIIAFA m O ,ON A WWgaAJU KMO aAW EV AT g KU SCREW iV111L GNIY WNl AT NCY MIb1MINE PoEIMVi QP TRAPPED ANGLE �N6AlmOMNALLOY © 4AMULLION Arof-nNYnNVYNIOY .. ...ae•r O BUILO-0UT TUBE rmrmAwuwuAuor rwelrr•r © 48 MULLION amfnuavxuvuEor LGIG:H.f COMPONENTS AEfAn•n 1 1WGSIEI➢TIOSYIWl111WAO.IOx roe acuE;fa.r OB BASE SLAT 2EfNl6 ma)mAwuonnAuor aumfm•v .mr .aor no� H E1 BUILD-OUTTUBE eossmAfwu.Ax,uwr aou.fa•r ® 4x7MULLIONff�t�pp.7l(� Y No.44167, fm i a am ACETAL BUSHINO ryaBW WY01IDPf Armnl +PA R✓S. pF161M1Af1brl m1@E W W1641tl }EMEC6'ilE9ATYB6i19H RF)IxULKDW6l,Gtl PIDYOIG®W1fil:GltYn• (Ci RETAINING SYSTEM: SCREW+BUSHINGSYSTEM: SCREW+BUSHING '— w.mfrr.r O BUILD-OUTTUBE YtITONYIYNW NLOY 0I1.��-�ayywe la. r 0�-1N OH tWO04-DW4EU=TEK SCREW EAI®wElEEE � aw• acuela•r � (D SHB•OTTWIBUILDEXTAPCON n ANCHOR cvmwElEEE —L Jam— 4 31TG HILTI.INQMM BOLT 3 ANCHOR WiBIX161FF1 644e Y1.1' e }on MTTCO we. QK STORM BAR rmPTsuwnavxfor ewc w•r Nautilus Ro1RngShvMvrSjxbm SHUTTER SERVICES Ea.rf k m/E./fY oalE 17-244 m¢Y ] vm I HICK .040THICK CKET BOLTS ENERS STENERS FASTENERS ;S DWN ASING 'T 4G Nautilus Rankynvffers"OM mn4117 UTTER SERVICES INC. arz S.X. &i nzm s 17-244 ST. WmCIE. R 34894. __ yJ� . & Y/7 CAP END 0/8 I eB n/g 0 /A9 �)iSLAtS (Typ. Ea. END) & Y/7 —_— (5[F SCNEWtES SLAT S NPEIlab 20) TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS Al. •• NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NJ.S. PROCFnURE FOR SLAT INSTALLATION OWN A sHLITTER HEIGHT: t CASE T: SHUINR HOW EQUAL OR LESS THAN I V-0' APPUC E TO INSTALUTNNS W/O STORY BARS. W/ STORM BARS OR W/ mm EARS h UIRUONS W/ HEIGHTS UP TO it,-0'. (a) CURTAIN SHALL START W/ 01 SUM AT TOP, FOLLOWED BY /2. e]...... THEREAFTER. ALL THE WAY DOWN. EACH Sl 7 a SHA L CONSIST OF MIN. FIVE (5) SIAM OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLITS pOWNWARp BCLDW 1 SUT SHALL BE COHNNED UNDL TOTAL SHUTTER HEICNT l5 COMPLETED. OF RNAL SLAT NUMBER INSTALLED BEFORE BOTTOM SUT®MAY VARY WRH SNUNERs HOLM. (a) BOTTOM SUT®MUST BE ALWAYS INSTALLED. tt 9ASE-Z SHUIIEN NEW LARGER THAN I1•-O' APPLICABLE TO pSTAWRONS W/0 STORY BARS ARO W/ OR W/0 UUWONS W/ NElGHTS LARGER THAN I I--0'. (a) CURTAIN SRN1 START W/ OI SLITS AT TOP, FOLLOWED BY e2. I]...... THEREAFTER. ALL THE WAY DOWN. EACH BUT a SHALL CON56T OF MIN. FM SS) SLATS OF THAT SLATNUMBER. PROCEDURE FOR ADDING SLITS DOWNWARD B60W I SUT SHALL BE EW9ESBHOISU1T.AFTER e10SITI��D. ADDITIONAL /10 SAMUf OUSED TCOMPLETE THE TOTAL SHUTTER HEIGHT,(a) BOTTOM SUT DQUUST BE ALWAYS INSTALLED. ] TYPICAL SINGLE UNIT ELEVATION W/ STORM -BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. END) No.44157 i * 0m17 m+Lw wG Nautilus ,k * TO E C O LMQ, na)uaysARTro,sy.H,W aF/2•n7 EXPERT SHUTTER SERVICES INC. DUE i %0�••� ,Y nwr Tasnxo a awxFFawo muvun 17-244 ............ 11 "'°'iai-tw .i,�. iltmlet� tvlviv f0i6 SW. BiIWRC SIPEEI NAL`�� Illll ®o ne non 17b-Wu. F.; mW AN a O4wO w I� WLLRA A 1WN t. PE v lNQf 4 d.y P.E. S 1UNE/DALE nanOA U F utlN <_ (SEE SOEdNE .J ON saxts 24,25 A 95J � ©Of LJ' Of W-1/10 OR W-2/11 OR W-3/120R W-4/13 BOX I I I II II II II II II I II II II II II II II I I I I I I ' S I I 8 II II II i ar ar I R/8 or oT R R/S j Ror • / I :•i,.:7%, Max. SLAT SPAN '•.'�/'ice:/%/.{'•::} : W-1/10.`.:%; OR W-2/110R W-3/12 W MSLAT SPANMOA. SLAT SPA! ax. II TUTS u ,uTs u iU15 4 UTS !UTS AAM ITT SLIMS (Typ. Ea. END) FIT MATS 1TS B (TYP•) (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONS GUTIVE SINGLE UNIT ELEVATION •, �� W/ MULUON & WM STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. HIS. PROCEDURE FOR SLAT INSTALLATION OIVEN A SHUTTER HEIGHT: IN CASE 1. SHUFTEA HBGTTT EOUAL OR LESS THAN I1'-0•. APPUCABLE TO INSTA TIONS W/O STORM OARS, W/ STORM BMS OR W/ STORM BARS C NULUONS W/ HEIGHTS UP TO 11'-0'. (0) OVUM SHUL START W/ 11 SLITS AT TOP, FOLLOWED BY 12. 13...... 1HEREWTER ALL THE YMY GOWN. FIGN SW / SHALL CONSIST OF ME (5) ELITs OF THAT SUT NUMBER. PROCEDURE FOR AWING SLITS WWNWMB BELOW 11 sIAT SMALL BE CONTINUE UNIT. TOTAL SHt�LFA HDGNT ISCOMPLETED. OUANIIIY or'FIN& SUT NUMBER INSTALIED BEFORE BOTTOM SLA1 MAY VARY YRTH SHUTTER'S HUGHT. (B) BOTTOM STITQB MUST BE ALWAYS INSTALLED. WW CASE 2: SHUTTER HEIGHT LAROFR THAN It'-0• APPLICABLE TO INSTALLANW W/O STORU BM MO W/ MULLIONS W/ HEIGHTS UROER THW 11'-0•. (0) C= m sH START W/ 11 BUTS AT TOP, FOLLOWED BY 12, µ, — THERUFTER ALL THE WAY DOWN. UGH SUT 1 SHNL CONSIST OF FIVE (5) S M OF THAT SUT NUMBER. PROCEDURE FOR AWING SLATS DOWNWARD BROW 11 SUT SHALL BE CONTINUE UNTIL 110 SLAT IS NSTAUED. AMR /10 SW IS INSFHLED, ADDITIONAL 110 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HDGHT. WTTOu Sul QB UuST BE MWAYS msTARFD. W—I/t0 OR W-2/11 OR ® Of ®1 PW-3/12 OR W-4/13 END C Q 8 1 (TrP = 'o R/8 or R'/8 OE ® Of V/9�( P 12 �rs SLAM 14 BUTS S:GB 6 SUTo (Typ. Ea. END) sun W-1/1D OR W-2/11 OR 13 (SEE SHEET 22)D W_3/12 OR W-4/13 D V/9 W. S10RM BAR SPACING�=SLAT (TYP.) Max. SLAT SPAN Nm. SLAT SPA! (SEE SCHEDULES ONSHEE SCHEDULES 15 & 1B)N (SEE SS SCHEDULES ON TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION MUWON & W/ STORM BARS NOTE: SEE SHEETS 2 h 3 FOR COMPONENTS NOMENCIATURE. N.T.S. Ep ACC.,,inL%(Vl .. � � j -SlnP FLORIDA BUILDING CODE (Non High YeloGLy Rm11wn0 2me) • 167 ' = ) *, `. LTILMT C....wam LQ 'x• 4s� HAwI..a-0 P.E *rM11E11TE PL01T'L"wlx` IL E C O INC. T[STINa Y LM4WLCRWG FAYPAXY a ai,nov LAm,e. n su r,.�FORT m P.LRmT IIEYOaA ac 14a16T Nautilus RoWng SDuNSr6y ara xHW. m,u/u EXPERT SHUTTER SERVICES INC. tSLa S.M. BARIDPL SIPRT W. LUC4, M 34N4a fi Iem M.Mo.au -2 17-244 on w a um 5/I6b TAPCONS ri W/ POURED CONCR r-5/i6'0 TAPCONS XL W/ 2 1/4' Yin. FLBEOYENT k I'OA.YTA60' MD. 1'X111/0 OR 2'e2'v1/B1 4•0A5 4 RIN BURLED TEK SCREWS ALI) UM TUBE W� 1' 0.0."0.060' GALVANIZED STEEL 2 1/4' Yln, EYBEOYENT R IhOs0.060' mv. % REVO i I SIfEL WASHER 0 24' as / I 5/15.0 TAPCONS ri W % WASHER O 24' D.C. STEEL WASHER D 24' ac 2 1/4- MN. EDBEOMENT 0 24' ne. i E O 1. POURED CONCRETEPOURED CONCRETE OR GROUT'GROUT'FILLED ro OR GROUT MILLED CONCRETE BLOCI[ CONCRETE BLOCK REQUIRED. WILL REOUNEO. + I p % o GENIM 1 EDGE OF OPENiN M 11A M EXISTNG FGLO511N�D GIASSIS I GLASS (BEYOND) (BEYOND) E SEE ANCHOR SEE ANCHOR 2 % gEwr C � F s SCHEDULES ON E 2 SCHEDULES ON III SEE ANCHOR SNEER i6, 17 Y IB SHEETS I8, 1] Y &18 •I o SCHEDULES ON p, SHEETS 1B, 17 G a s i A A A I Yin. SEPARATION TO GLASS �d Min. SEPARADON W GLASS W, SEPARATION TO GLASS �� I MUM (SEE SCLWW. as (SEE'WnULES. DMOR ,� (SDRR L5) . d ON SHEET 15) ON Sim 15) '� O , D p QORQ L 0/8' 0/8 0/8S p 0/8 0/8 I I'. 0/8 �' I POURED COxCPEIE POURED CONCRETE OR GROUT TILL POURED CONCRETE OR GAOUf FILLED CONCRETE BLOCK CONCRETE BLOCK WALL NEW WED ' OR GROUP ALLE0 WALL REWIRED. CONCRM WI REOUIR D, R I pp2j I I EDGE 0 OPEN!N S I B ' B tl 2 1/16' 2 1/I6' MIN. En 1' YIN. EO � 1 W 1/21*0 I I AUUu. NG2'aCCR. IU1Y. ANGLE ANGLETAID es W/ 5/16-0 TAPCOHS XL W/ ANGLE W/ 5(18'0 TAPOONS ri W/ 7 2 I/4' Min. EMBEDMENT 24' D.C. POURED CONCRETE (1'C-5 4[I Mirl.) REDID. 5/10'0 TAPWNS'XL W/ 2 IH' Yin, EYBEONENT T 2 1/4' Mo., EYBEDY 0 24' D.C. 0 24' oc. WALL MOUNTING FLOORICEILING/TRAPPED MOUNTING BUILD -OUT MOUNTING rrrr SECTIONSITT'r� ;?��il: '•. RARInA BUILDING CODE (Non High YCloatry HuRlmna Fare) i OMIT 11=D ORA�Se INSTALLATION DETAILS ON EXISTING POURED 44167 1 Nautilus ' *2 ROWRS SDYIIIl5�l1 WCAT/e] CONCRETE OR GROUT FILLED CELL CONCRETE .� W IL ECOENc. nm rzmx0 W [Waw loxo CDUPAWT EXPERT SHUTTER SERVICES INC. 5AI[ BLOCK BUILDINGS �• 44W o�,; 'dam 4w "Wd."`Mm",v,r"-Iw.r. rm>nrr ,u aru Two S.W. MIUDRE Gm[n you LUCW.M1 N954 17-244 ,� LX _Al"Im: ®-005[219 nron Irml n4-eau. rw m en-an9 aAW A„ yF W41DIA IIIb. P.L IW.ffiL, MIN $Im[ 5 WIN,R BATE A IMANO Ww➢ CD9mlG WWR MONS OR R.WWER TRVSRS OR RNTER S/16Y TWPCOXS R M/ a IV, Ltr. ,tl n WMN S/IBY iPPWN4 XL w/ PD T i IR• W. PEx[1WnW 11111/a' aP ' IIw BJAM 111}I/d' OR Ira PJ y OULDi f • 1'R.D..0.060' WW. W In2,0.W. O E%STNc WOOD SI[R WARNER 06 0 ]X' 6.a T�211/d' WdE RUN NAM r/ 1' 0.°.m.06°' MLL ANQID 1'AYl/6 I11110na T)gg 1' OIlm.oad a1YWNIID PN45 0 RAFTOI. SIEEL WASIIERO xR' e.o RUSSFS OR 0.4'IERB ,OYNxW WASKOI 0 26' aR. SR. WWSNER R 21' m d/18'I TIPCOM XL 5/18'P G S XL A M PExElMt10N PAN 0 24' os. LITT 0 2R' ON WOOG WR YOW WFR RM� RHOtA XW) XNEMM . REOIXRm R[CUNEO I R W E 1 py M P Pero. I M COCA1 PPnmm I M P EDGE O"CAN° I I M a D _ COSHCUQS— D COSIWR EXenxR EXISTING mOmR al ovum) i � (Orr", f� w j �I EDE° �7 A &aJ W Yi (i) ]Ya' OR (]) 918 SD'NWNN •r, I E(IRIOR (x7®_ PpOR I 216 OUNA04 aTo 6ypj + (]J®f)'R °R ; . ydy (�� a I /X y3 WDODS CLASS {¢j (n umcou 41 Pw0 5Pm � I Too (1LL 6001E a I S1N1 0 Id' W 0 YA14 I 0 IB' O.C. YVL R[OUNEO E YNL AEONRm )m N1 EE INOIRO aj 3 Ozz ENEET 20) PP;; [ iSEE 96fT ]al y 17 90f mNE � � 4 5► `pd 4 i i 21 4 tRt WEOYll a I s oR N) p/g I Cl/H 0/8 1 0/9 ] 2011' OR ANOIORa E I - 6EE NiCXDRf I j(((�a)) wWGemOD I ON SXCET ]I N2 ENE � � ON SMEpVEE! ]1 1 D �FNOM SOnOm 6 OPLNLN I II. B I I B I D ANONDRS E, 1 1//]] 1 I/2WA6]' (6NE �IE SNmm 1 4 E EI' x11Y0.oa]'mOtR� 12uN, Ak= ` pN SME[T n e. . .0Nf•YAWW. WNEIE ]0) _ NO6 O/B 1 O/B 6/la'a LVfal6Xl M/ a 1/]' 110 P�1EiMTl°x I [2%,' PFN[WMRON O/B i D/H 2N' ON 2-. ' O 2a' rz91 x',P OR x1 ' i IP29i W 2' ' {dNl O 2,' 6C. ]2'o'H2O I �um�WOOD w . WOOD F10STW0 Pow CONT. WUOO WM0 W. WORD Tcm PIArz MSmm WOw AMA OR wnoY RArz py1UiR Sw R0nw PII.TE 6tA9 R[WREO DFCX 09 wiRED �' OXCRER 8LAg ROWIw (SEE SHEET 201 RECNREO,(SEEIF SNox 20) PiONP0 (SEE FHM 20)wNCREN SUO CCNC O. SHIFT ?D) aEONRED. B • f E I L •/. WALL MOUNTING WALLMOUNTING BUILD-OUTMOUNTING BUILD-Ot MOUNTING SECTIONS Y—Y INSTALLATIONDETAILS ON E�TiiQ. OOD BUILDINGS �W Nr.� .... , BUILDING CODE (Non High Yalxiry 9°nlwnO Zan) `I •;OIN FLORIDA 187 'F = Nautilus ° k�" *; * ! * : - AiE$F=Y� IL ECOENC. EXPERT JuMaySbaNWrSyM. SHUTTER SERVICES comp, drz INC. WX '— +'�•.Ni.^�•+ • ItT •.•• T1 S�NNALE��dII'' Hutt tEs2lx) a Pxwxanxa wxPWxr tm>r_I»x wN A.YiY wv • w av I: OLfAn-IYI 1626 S.W. MWORE WRIM PoW W. URX. 21. 24904 17-244 O mwmOinL Hoe em.ue en�ew °u�M I1L— rµlnx A 1WIf PL P.E. B E/OAIE namW Ix / 44 a1aT mart T as SECOR ENTATION 1 ORIENTATION 2�) Ol WALL MOUNT END UWON WALL MOUNT END NUWON WALL .16 (21 2'x4• OR 2 •6' STUD (22'R [o �� I (SEE SHEET D2�0) DN S)T (SEE MIN. 1/2' (SEE SHEET d ' INTERIOR MULLION TRAPPED MOUNT INTERIOR MUWOH INSTALLATION DETAILS INTO MULLIONS G G1 G2 scuu 4r . P UA 0 4" ac 1/2 v- til D W ,/e• sua O FLUSH MOUNT (WALL) NIIILD—OUT MOUNT SECTIONS 0'-0'PLAN1 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS 6WL: �i.• . ,• SECTION 0'-0' (PLAN) ORIENTATION 'l WALL MOUNT END uUWON SHUTTER ] Yin. E0. 1/2' Min. EO`�I�FDR 3/e'D C/llt-IN ANCHORS 3• MinE.O.—'^fOR 1/Ib SOLID -SEA ANCHORS (4 7/60 CALK -IN MCHORS OR (4 3NO 50LI0- Tz ANCHORS OR (4 R ANYHOPS OR (I) NCHOAS' PER Min'. E.O.--i•- FOR ']IB'0 KBIX BOU R RPMISION INCxGVS 5/ 16 0 T PO O (1 S/18"0 TMCON %L ANCHORS 1' ]•.I1' STORK BE CONN II. ANCHORS- Min. EA 5/16.01APCON ri ANCHORS % SHEET 1 SEE TABLE 1-0N SHEET 23 1/B' Nin. E.D 1/B' fOR 5/IBY TAPOON9 %L W/ 1• (Tp. TOP @ BDTTOY) ED' Oi SLAB IF APPIIC SLIR EDGE =� 2 1/1' 16n. tIIBFOYEM - G IPPIIVRE k 1'o.D.4.060' mv. I• STEM WASHER 0 24' 0.a. K fXlQibfl j 4' Min. 2• 2'.2'.1/8'.0'-5' (6067-TO ALLOY) LONG p 2' 0 0 Ic ] q� 5' a POURED CONCRETE (Fc.3 Ksi 5• in. 2" 0 C 1[2) J/'0 ANGLE - SIDE W/ ALUPOURED (2) 1/CO-14x7//P RW $$VIIDE% 7EK TO ST0 1 OM(o min. ( . II THICK ftEOWRED p 5/16.0 TAPOONS XL THICK DUIRD W/ 2 1/4• UK SCREWS 5' (TyD• lOP h BOTTOM) 4 I I EMBEDMENT e: / 'STEELXW�ER ov' SECTION S- S u I I n I 24" ac. ? 2' O O BOX II I I I u WLRAS iCR[I /YyT IY960tD eno AKDY/1 I I K 1" Yin. FOR n 90% ii I I ,• WINDS ZONE-1 ) e I I DETAILA I 4 I I * 1/1' a-20 OR 3/6' 0-I5 MACHINE SCREWS USED JOOl11.Y W/ 2' Nin. FOR li I I ZONE •+�I }SEE STEP ] ON SMET] H FOR SPECW. p TRFATYENf FOR .IS MOVES I TPAU ] �t 1/4-0 x 3/4' SCUD -SET OR 3/e'0 x 1 1/4' CALK -IN ANCHORS RESPECTY Y SIU_L BE LEFT TOGETHER W/ ANCNDgS AT ME AWE WJID F) 4 1- Llin. MR a 0, WWO ZONE I STORM BARS ME REMOVED. (SEE GET. A). v� 1-3 T N I I ocRxOa p Min. I TO o L I (2) ANCHORS' PER STORM BAR CONNECTION. SEPARATION 1 O o D TABLE 3 ON SHEET 23 A 2• Yin. FOR I I rSEE ,3z (SEE SCLA!;S ON' ZONE�Y BOND 1(I,. TOP h BORON) 9WNO II SHEETS 15 & 16) 5 4 YD (2) 3/ea C-IN ANCHORS OR O I (j((ENQR p Min. (2) 1/4.0 SOUO-SET ANCHORS OR F. L I rYi K p I a SEPARATION TO I v'�i �A! GU55 (SEE SCHEDULES ON' A (2) 3I8'0 NWY! BOLT R EI�F'N04 ANCHORS OR 1' N D p SHEETS 15 d: 16) I (2) 5/16.0 TOCON XL "MORS I• p BEYOND DOSRNG�j K DDERIOR p r I I GLASS p ® ® 2•x2"xl/B'xO'-5' (E053-T6 ALLOY) ALUMINVM ANGLE FA SIDE W/ A 2' 0 EXISTING 11 I GLASS I $' $' (27 1/1'0-14x]' ITW rLDEN TEK TO 5T0/4BAN (19 D p I I (OUR• TOP/BOTIOY)u (DP, lCP/BORO11) sCPEwS 9' (To. TOP Y BOTTOM) u A p I I ®e I p ® u SECTION St - S1 u o O (HP. 1pD/BORpI)n I I (1%MOTION) 1/I6 4. Yin. II I p / IN u. POUAED CONCRETE ED E.O.- I 1/2-q 1/2kO062-40M. FLUM. N O G s (I'c=7 W) D' min. ANGLE W/ 5/16.0 TMCONS M W/ 1HICK REOUIRED 5/I/TAPCDNS %L W/ T 2 1/4• Alin. EYBFDUENT 0 24" O.C. POUREO CWIW 2 1/A- 4u . EMBF]1)/prt ' EDGE DP 51AS I WALL WNW ' EDGE OF SUB The ] UN ., VCENS"'';'�9 : FLORIDA BUDDING CODE (Non BION V0106ty BurAewu gas) D MRICABIF�J•172 IMin mE.D B APPLICABLE 1/2' Min. EO.-�7—FOR 3/8'0 =-NI ANCHORS N i• .44167 °: Ox01) RT[C0 we Nautilus L—]Min. ED. Ij'�' Mi.. E.D. ]' Min. ED.— I FOR 1/4.0 SOUD-SET MCHORS *; * " Min. E.D.—I—FOR 3/elM BOLT R DWMSOR MCNORS •O RORIn458uRer3jaE0m agi /n 1L E C 0 L--1 1/B" Min. E.D 3' 1/6' Yin. ED.-•)—fOR 5/16'0 R➢CON XL ANCHORS y INO. EXPERT SHUTTER SERVICES INC. • C W \ An •' % \\ TuuT TesnxP a AxwHLImNO ePLPAwr 1R lw x6'�Y, cX¢V. MNw leae S.W. 6nTlmnt sNCT.r 17-244 '^` psi i Dv,TN-rw. lw r w"....v. PORE V. WC1E. iL J19N � FLOOR TO CEILING lTRAPPEDANDWALLMOUNTING:STORMWo :S�NALENG\n''ll ® 0I`o' """` "''� "` "'"°' W SECTIONS V P E Stl TURE/DAlE VALRP A b. P.6. 9DQ D O]e oww u°7 u1eJ SruE: 3/Ia• . 1• Wn. E EDGE OF SU.B 6' IP➢UUBIE POURED DOW Ira . J WI B' Min. THICK µ�011 J/G4'OW µ BOLT TZ EXPANSION NTERIOR MULLIONS ©� ®(ORIEM TON #I) AND END MULLIONS©& GI (ORIENTATION 12) FOR (2jj J/4'0 MIX DOLT TZ PANSION I- Win. E.D. ANCHORS ® INTERIOR MULLION (ORIENTATION /2). EDGE OF SLAB Irr Apn1f m Wn.I' -- -©OR Gi 3'x3'x1/2-xO'-4- (6061-TO ALLOY) A.m. ANGLE EA. SIDE W/ (2) 3/4.0 1NRU BOLTS TO KNIK SOL TZ EXPANSION 11/2' ANCHOR W/ 6' Min, EMBEDMENT TO POURED CONCRETE (Typ. TOP & 4' BOTTOM) SECTION X141 W/ (G) I &INTERIOR MULI hu/ ORIENTAT)ON N 1) (6"X4') 1 1/2- J' 1 1/2' G ziJ. I 'xJ'Iit/2'x0'-6' DR" I061-TO ALLOY) am. ANGLE EA SIDE W/ uU4-0 TWON& BOLTS 1 1/2' i) J/4'p KMK BOLT R cPAN51;'n ANCHOR 1 1/Y 6' Mm. EMBEDMENT POURED CONCRETE 'yp. TOP & BOTTOM) b' ALTERNATIVE SECTION Xi -XI W/ OG (EN�N7 S �NTA 04N # 2 (4"XB') 0/8 Of 0/8 Cr W/ 6- Mm' EMBEDME�rJ POURED CONCRETE (4' DITIMOR R/8 or r R/B or TOP & BO OM) R'/B G ' R'/B a'� _. (IIP. T IMOU)II ( '♦ (TP. TOP/E01704) J'xJ'x1/Ya0'-e (SCSI-76 ALLOY) Alum. ANGLE El S1DE W/ 2) 3/4.0 THRM BOL1H TO. MUWON & (1) 3/4.9 NWIK BOLT R E%P 510N ANCHOR W/ 6- Min, EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) POURED CONCRETE (END MULLION ONLY) (INTERIOR MULLION ONLY) .f (END & INTERIOR MULLION) / I i e' Min. T16CI( REO'D. (W/ ORIENTATION 4 11 ALTERNATIVES SECTION X1-X1 W/ I I I I I I T ^LOGE OF SLAB EDG m. 6LAS L iJ IF APPUCIS E (B"X4") (W/ ORIENTATION N 2) U APPUC411E I FOR (2) 3/4.0 WK BOLT R EXPANSION (4"X8') Min. ED. Wn. E.D.D. �(—yMCHORS O INTERIOR MULLION E•) '• .,1� 'AN_D BOX NOT SHOWN FOR CLARITY (ORIENTATION b2). rrl , ... Min. ED. ' IAm. ED. OR (1) J/4.0 KWIK BOLT R EXPANSION 1Q r• of FLORIDA BUILDING CODE (Non Sigh W dty Humlcane 2ano) ANCHORS C END AND INTERIOR MUWONS ©& ® (OREyrAloN /1 & 12) AND 4 t . 5 omn UTrw a Nautilus END MULUON C09 (ORIENTATION #2) * 447 B} L'G' FLOOR TO CEILING MAPPED MOUNTING:MUWCNS QORS �{. EQ�LMc. R°ul"g58pNn tyAeem mtemv w¢ SECTIONS W-1 ` O Tt ° Hurt >cmno A. cxawaxvo wupar EXPERT SHUTTERSERVICES INC. -�Fp'• �11•,.•� Ima S.W.. mn. 34014 17-244 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * /o �� T1 ra-moAyta Wm PORT WDe ti K�I s 11T L MMcaO d nnw 1 >+e-emr.. rAA nnen-ono OAAV W Ks 4fl A Lox 5.3 xII¢T 10 01 M P.E 9idj.,•„•p•/,TAIA /DATE rIMRXN Mu 4r16> SECTION X1-X1 W/ E R FLOORTO CEILING ITRAPPED MOUNRNG' MULLIONS CGi OR a SECTIONSw-1 (4'x8' INFERIOR AND END MUWON I Q END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * i' NO, 441 APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS SIDE RAIL 0AND BOX NOT a SHOWN FOR CLARITY J �E:¢P©m Awu M ) aFOR OSHIDTRPPPE1O. 1u, paNDDn D1 SHUT IRE (DaTDADR)GwDs 25. WO ION, W WON EPA= /ND SPAN MTAI1MW} ROOM BEE I - RESDDM 90 EDAaRDA1 APPUGIONS WWN EWB ' 1. �WADYW uM DttWA P oNSSME SKIM, SEE SOULLES 11 a 12 MR A0W0X S'ECC SWUM DEE 4 - RESDODYL RW WYYERDIL APPUGDDN W1 iSOB 1.aL MM U.D. DMM PRESSRRE RAWA e-0 Wm" WUWN SVLNG SEE SMM= 11 a 12 MR ADDDNUL 91A NSWIAm DEE D - NWERCEL APPLam MR 110" P.O. Y 11 Am OMEN PRESSURE RAM, W-W UWM WUlD1 SPA SEE SMMMES 11 a 12 MR PIXYM1O1 Sonn INgRS/ I•x•-i'x•�i SaEDUIE 1E) RNATIVE SECTION X1-X1 W/ (2 FERIOR AND END MUWON W/ ORIENTATION 8 01 SCHEDULE 01 INnAt1AnON SUP IXIG"us ARCItOR ME a TILE DIY. TOP a Donow) Ylw ARCNOR URE[mi NT Ifll. LTlS aWANK m CASES RCO'O. A10RW J/9'r wul PtC HITS-H SCREW a Jnr POAER PASIEI¢R OORIFMAnON%tR W@&0 (m ERM) YYWIX15 ] 1/]• 5 In' Wes/ I '• I/xY HM mC Hu5-N a Inr POaa GSIWEB T /NIgWR FOR �.([wO a wIE1tl011) WIUON r a• Y/ OER- 0-0 wLll we RwR m n G y mR(Glh ® WIEWtlV /A=l 12) a ® DBa'YVt3Nm W/ ] 1/r 5 In• 1iiOEN O '• In•r Nln mt HUS-N SCR(LWJ a 11/�(. PORU p MEFt OR WMOOR J• a• E- N%ORQ1rtAtm6 11 Oq /];Q0 wm um YwR oar tt oRy�TOR 0 1 OtIWORR W/ OR AnON 1])0y IFNDY WI ] lI.' ) 1/Y —10.1•wEW mE HDS-H SCREW OR Im JE- OLT ANaOR SEE • om ON SaEOWE•IY• JLN mIERWR YULLMNS O Y •9• FY ngl101AS OP j SCHEDULE j2 INSIAWndI WN. SIAS 1NICRHCS4 "MDR Eata SR[ Dm. TOP • 80nOY) Ym. ANENOR w1mm Yd' mIY WMCE FORI CASES orwo. 4 Y • II A• Sn•r wln R10 Nln'rN SCREW 6 e/eY PR1II1 PASIDOn x In• ] In' -Bali b%!g0. FLORIDA BUILDING FADE ON., HIOR Valadty HYWwne Zane) GEO°ttTEC°DID. Nautilus Ao111ug auHarAjap W mnvn L E C O INe. art EXPERT SHUTTER SERVICES INC. urlP a iRaR+EEmRa CORYARI a la uA W.M. wm,.n ]Yu S.W. ®.mRE STREET 17-244 YOW]. •.YO,MII>d'RP.-.YI FOR T Sf. W4L FL 34984 FORT vlwi M mvY En•cRORol�un m-oaro�lo rxwo eml ur-wx . rAi: m TI-MJ 7 i Gy IF 1 CMHN=POURED CONCRETE D B- Mm THICK REO'D. ©OR G1 0/8 or R/8 or R'/8 CONnNious POURED CONCRETE (r0 - 3 W e' Min. THICK REO'0. JION Durvi.i/e- Cont. TUBE (TOP & BOTTOM) W/ 1/4'0z3/4' BW BUMF%TOK SUM I TAPCONS XL W/ 2 1/47 / W/ I- 0A+0.060 OAVANMED SIER JBEDMENr 0 24- C.C. / WASHER C 24' oa. 11 II EDGE IF APPLICABLE'r 1 IIIINJIII T 1 / 7 3/4' IMin. E.D. T END CAP D OERJOR Cl/® r R/8 or R'//8 % BE -Ll ALL MOUNTED SHOWN. ALSO INSTALLED TRAPPEDMAY MOUNTED PER SECTION R'-R' ON SHEET B.) C1 1/2-xi 1/2'x0.062'xCONT. ALUM. ANGLE W/ I/4'fx3/4' 11W BUILDER TEK SCREWS 0 24- o.e. TO TUBE. 1/2' POURED CONCRETE (I'c = 3 ksi Min.)— (- Min. THICK REO'D. EDGE IF APPLICABLE 7-----l- 7 3/4' Min. E.U. r POURED CONCRETE �M� (rc - 3 kst Min.) ♦' Dam B- Min. THICK REO'D. LLJ �OR © 2-4- G OR 7 3/4' MTn. E.'F' . 2- 7 3/4' Min. ED. 1 _ 4'z4' 1W y 4N4'z3/8' (6061-76 ALLOY) 5, ANGA Y) SBIE um. ANGLE EA SIDE EWE U' APPUCABLE EWE 6 APPUCPBIE SECTION X2-X2 W/ Cr,) OR VQV ALTERNATIVE SECTION X2-X2 W/ 0) OR (END &INTERIOR MULLION) .(END & INTERIOR MULLION) (W/ ORIENTATION 11) (W/ 4"A" or 4' A 2 (4°x6' or 4°x8 ) (6"x4° or 8"x4j • SIDE RAIL@ NOT SHOWN FOR CLARITY C Dm. LDP/BC11UD OBOD 1 1/2' 1 1/2' ........ 7 3/4' 414%3/B'zo'-10-(6061-TB A.LOY) ft.. ANGLE ' A. T!((� 1EA. EO -EO— El SIDE W/ (2) 3/4-4 7HRU BOLTS TO MULLION ;� yQ• �5+.. & (2) 3/4'1 KMK BOLT T2 EKPANSON ANCHOR �C ` 1'f/ W Min. EMBEDMENT TO POURED CONCRETE �• 44� C Y7 WALL (TYP. TOP & BOTTOM). 7 Y EDGE IF APPUCABLE , * •k WALL MOUNTING' MULLIONS COS OR (69 -o .. ` POURED CONCRETE WA =9p'•. Ue SECTION W-2 _ END & INTERIOR WALL MOUNTED MULLION INSTALLATION P.F 09011 RRCO WC MECO CODE OOAxrI OF LG 09 11/ T WR INC. 17-244 ° 91�1 11 f(xA \�\\ 2 1/2\\\\\\\ E• Nia EO .D. J_ r 1 1 1/4- 3 1 2 1/2' CONTINUOUS POURED E.D. CONCRETE (fe • J ksi Mim) 6' Min. THICKNESS REVD. Q/B Or R/B or R'/8 EuS q_ cuss -:172 1/2' \ Min. ED 7 . E.D.TINIIN. E 1/4bN3/4. TTYI BUILDDI TEK SCRM 2'.MUWON DEPMtt/6' Conl. W/ I' O.D..0.060• GNSAM2ED SRFL 'ALUM. TUBE (TOP & BOTTOM) W WABKER O 24' o.c. 5/16.0 TAPCONS XL W/ 2 1/4/ EDGE IF APPLIGBIE� — I EMBEDMENT O 24' oa 7 1/2' Min. E.D. POURED CONCRETE — / (f'c e J ksi Min.) 4' DDODCR 6' Min. THICKNESS REO'D. 2' G OR 4• END w 2• 7 1/2' Min. EC. E'./4' -©OR G7 7 EDGE IF APPLICA9IEJ Muum. 01-AT1166LLE G SIDC EXTERIOR ALTERNATIVE SECTION X242 W/ Q OR CGS (INTERIOR MULLIONI 1ORIENTATION 4 21 Q/B®r (4 x6' or Cx8 R/B or R'/8 in. I (WALL MOUNTED SHOWN, MAY G BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'-R' ON SHEET B.) 1' 1 1/2'd 1/2"N0.062'%CONT. ALUM. ' ANGLE W/1/4'Px3/4' RW BUILOEX . TEK SCREWS 0+ 24" O.c. 70 TUBE. Mail" 1 1/4' 1 1/4' ' 1�AADOIQ 7 1/2GC�N000S POURED n 4't4%1/4 NW-6'(6061-T6 ALLOY) Al... ANGLE MW. ED. CONCRETE (Fc - J"18� •EO EO FA SLOE W/ (2) I/2'0 THRU BOLTS 70 MULLION MM1) 6• Min, THIE & (2) 1/2.0 KWIK BOLT TZ EXPANSION ANCHOR W/ J1/4' Min. EMBEDMENT TO POURED CONCRETE WALL (TIP: TOP & BOTTOM). EODE IF APPutnBUE WALL MOUNTING WALL MOUNTING: MULLIONS�OR0) POURED CONCRETE WALL SECTION W-2 QEND & INTERIOR WALL MOUNTED MULLION INSTALLATION EDGE IF APPUCABLEI r---- 7 1/2' Min. CO. l POURED (I'c - ] 6' Min. I REO'D, 7 1/2' 1 E.D. —y i'N4'.1/4' (WITI-ID ALLOY) um. ANGLE EA. SIDE EDGE IF APPLICABLE-7 ALTERNATIVE SECTION X242 W/ CGS* SEE MAXIMUMQ(INTERIOR) & ® (END & INTERIOR) WALL MOUNTED MULUONS SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES V & U' ON SHEET 25 (LIMITED LOAD. MULUON SPACING AND SPAN INSTALLATION): INSTALLATION CAM C - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH *60.6 p.s.f. MAXIMUM AS.M DESIGN PRESSURE RATING. 12'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILT] INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INSTNIATICN CASE D' - 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/ HILT] INC KWIK BOLT TZ ANCHORS. A, T) T jIDE RAIL OQ NOT SHOWN FOR.. CLARITY ` o 201T aM0 M. Nautilus u4418T ""� i IL E C O LNe. W.vau�ar.."u"u RoR4{g9loMorSjaHm EXPERT SHUTTER SERVICES INC. Iexe s.W. Tnuuoxt small w.ix m: L< ee/NnT Ira 17-244 outon w 9mi UAOI ]0 POURED C04CRMJ ° I (ra - 3 W 'm p 3' B' Ulm THICK REO'D. 0 1 n n ° ° ° GLASSn ° $M y u n _pa a ° 6 A� n i e�— ZN �O T n ° 3 ° s� �� X3 u (IIP. iaP/BOffW)� Mm ED. OR IIJ 3/4'0 K6WK BOLT Jj EXPANSION ANCHORS O ENO MUWON G� (ORIENTAI NS +1 h /2). FOR (2) 3/4.0 KWIK BOLT TZ EXPANSION I' Min. E0. ANCHORS' O INTERIOR MUWON %C�?? on n '{•{ "[�' 1. 3•��D' R1n. THICK REO'D. I I EDGE OE SLAB IEDGE OF SUB 6 APPUCMLLE 6' MPl17BlE F0fl (2) 3/4'0 KWIK BOLT 1Z EXPANSION E din. E.D. ' Llin. E.D. ANCHORS 0 DRERIOR MULLION � (ORIENTATION B2). Mia E.D. U-1m E.D. OR (L'I 3/4'0 KINK BOLT EXPANSION ANCHORS D DID MUWON (OfiDrtAMONS [I h /Z). FLOOR TO CEILING( TRAPPED MOUNTING: MULLION G7 SECTION W-3 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION SCALB 1/8' - I' P.E IM1K om�. Wl Ew SECTION X3-X3 W/ ,a (END MULLION. ONLY Nautilus R01RHg �11Her5JaWH m/a4/n No E C O aMX EXPERT SHUTTER SERVICES INC. )al6&W. SLNGRL 5ImEF Gw n0.A HA4 KVMnvu 17-244 >alm�-Om. m 6.N.nnu1 Pawl $ mca. rl. Ns64 wm lam)14a-°ma..,tlt).1. x. m-000671l.wm U'r 12IPa 9�ME Il aP]6 VHNI A 1LLN x. PAL . a / 44167 210, 0 o M= gz 3 mP• 0 SEE MAXIMUM Q (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Min. E.D. Min. E.D. COVERED BY SCHEDULE lb' FOR INSTALLATION CASES 1. la k II SCHEDULE %1 SEE SCHEDULE Ill)-Ioo, m SIAS ION SHEET 25. (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): IMSDNIAICN CASE 1 - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH 360.8 p.s.f. MAXIMUM A.S.D. DESIGN ° ]'1]'0/4NO-7' 1' 1' PRESSURE RATING, 12'-0' MAXIMUM n ] POURED CONCRETE (6O61-T6 Auoq MULLION SPACING. u (fe - ] M°I IW.), NMm. MCLE EA. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. ^ SEE .SCHEDULE 6L W/ (2) 1/2'0 T]. n BOLTS TO MULLIO INSIALIATION CASE la - RESIDENTIAL AND COMMERCIAL APPLICATION p W/ ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN " VO; 2- D(IERIOR PRESSURE RATING, B'-0' MAXIMUM MULLION NG� SPACING. ° 1• 1 1/2- SEE SCHEDULE #1 FOR ADDITIONAL SPECS. INSfPLATION CASE II -COMMERCIAL APPLICATION FOR t100.0 INGf. MAXIMUM A.S.D. DESIGN PRESSURE RATING, n E)DD60R (4) ANCHORS— 8'-0" MAXIMUM MULLION SPACING. SEE 9 (SEE SCHEDULE /1) SCHEDULE Nl FOR ADDITIONAL SPECS. ALTERNATIVE SECTION X3•X3 W/ Q)} D'�9 jyy/ ORIENTATION 8 2) (2'X7° INTERIOR MULLION ONLY) • SIDE HAIL QD AND BOX NOT SHOWN FOR CLARITY. M 0011CRETE ] MO Mhl SCHEDULE 91. EDGE OF SAID T SCH JEOOF OFSIAB 6APPIIGBIF�IP APPLA'IBLE Yin. E.D. E.O. —(BEE SCHEDULE B1J SFE SCHEDULE B1) FLOOR TO CEILING / TRAPPED MOUNTING: MULLIONS G3 SECTION W-3 u scMe Ile - I- , I- A.TIL�jT No.44167 SCHEDULE f1 INSTALLATION MIN. SUM] THICKNESS ANCHOR TYPE 0: SIZE MIN. ANCHOR NMI. EDGE DI STANCE R CASES REO'D. (TYP. TOP h BOTTOM) EMBEDMENT ANCHOR 7/8.0 HILTI INC HUS-H 1 4' SCREW. 2 1/2' B 1/2- 3/8'0 POWER FASTENER WEDGE- BOLT ANCHOR. L 4' 1/2.0 HILTI INC KWIK 2 1/2' 5 1/2- BOLT TZ II 6' 1/2.0 H17I INC KWIX ] 1/4- BOLT TZ FLORIDA BUILNNG CODE (Non 1D01, Veloelly Murrlo0m yon7 02017 MUM NC. mJ�� Nautilus ROIDngshuNOrsyskm m/lo/1i AIL L� u p INc. mn EXPERT SHUTTER SERVICES INC. nx0 0 cxwxcmxo coxru0 ..mvo..n. nL wx. it sv. IatKurc SITE 4 17-244 Ro%'W,<e0egs�mv'" 'w' POST ST. - KX fL H96o yam, ^ NN 1,P•P°l°. rm Imt m-woo T9-oWEno x47w h.N'1 :":s%xE EDGE IF APPUCABLE 21MUWON DEPIHXI/8' C0n1. ALUM, NEE (TOP 5/16.0 TAPCONS k BOTTOu) Wf 1/4b43/4• nW BUMEX TEK SCKflvS XL W/ 2 1/4 W/ I. O.D..0.060' CALWw2ED S1EEL 2 1/6' Min. EMBEDMENT 0 24' D.C. WASNER 0 24' 0<. 7 3/4' Wn. E.D MN. E.G. 1' EDGE IF APPUGBLE� 1' I/2' I'— 2• 1 DE,/'� 7 3/4' E.O. ( ) G2 2' I-/ 4 POU7' 10 CONCRETE (fc— 33w W) 8Mh THICK FWD. + POURED CONCRETE (1'c - 3 ksl Min.) I 4, 8' MIn. THICK. REO'D. E%RT80R FND CAP \ u 7 E4D. NOTCH WEB (TYP. TO BOTTOM) � E0. ED. Z� y eai \ \\ \ \ 4, I I• 7 3/4' Min. E.O. 4'XPv]/B' (6D81-T6 ALLOY) d� t 1' Irutn. I um. ANCIi FA SIDE gn u 3 Lyy[nnll Ew c� P I — — y (57ALL MOUNTED SHOWN, MAY BE T p ALSO INSTALLED TRAPPED MOUNTED EDGE IF APPUCA5IE-, PER SECTION 0'-O' ON SHEET 8.) 2 y 0 DOERWR SECTION X4-X4 W/ 0 aU _ (END &INTERIOR MULLIONI r fW/ ORIENTATION H 21 ® CIAu I (4'X2") uIa E.0 t' 1 1/2'X1 1/2'z0.062'XCONi. ALUM. • S1DE RAILQD R C NOT SHOWN FOLARITY g 7 3/4• ANGLE W/ 1/4'0a3/4' IIW BUILDEX TEK SCREWS 0 24' O.C. TO TUBE. I L�---'-�_ 1 1/2' j• CONTINUOUS PoIkiED�� 10• � CONCRETE (fee 3'Im Mnj 8' Mm THCK FWD. I 7' X4 I (M.IGPA01f0[) 1 1/2- 1 1 J2• ("7. IOP/80ROY) ] 3/4' \ 4'14i]/B'a0'-10'(6081-TE ALLOY) Mum. ANGLE wN. E.o. Eo- ED (KWIK/BOLT TZ r'PS(�PTIT✓q-- 1' P''••G�j'S'•' FLORIDA BUILDING CODE Mon Bryn Velairy H01Ncon4 Z0. 4• dt (2) 3/40 EXPANSION ANCHORN + W/ 5• um. EueEONENT TO POURED CONCRETE T i aRR i W 20T2 mnw wC' Nautilus Nautilus � � EDGE IF APPLIGBLE WALL DYa. TOP &BOTTOM}. .441.Y C *s ¢ IL ECOLLLc. Ro1DnpSA°mr3).arom a6/C'm WALL MOUNTING MULLION �i2 P RED CONCRETE WA ' '0 °•17 �`�-" i' �4 D Tuu[ 1[snxo a [x0ul[[mKo courun EXPERT SHUTTER SERVICES INC. SECTION W4 ?90fFEPS �0......,.�a6�[dT+ "v' 1uwme S..a's v�i 17-2M 1-aco END & INTERIOR WALL MOUNTED MULLION INSTALLATION - EMI D 3 n P.E. SCWsc114arAE TE ' 7 ;a= SCLLE 1/B' ^ 1' 4 EDGE IF APPLICABLE 21MUUJON DEPTHKI/B' C4M. ALUU. TUBE (TOP k BOTTOM) Wf 1/4.0K /4• BW BUILD" TEX SCREWS 5/16.0 TAPCONS M W/ 2 1/4 W/ I• ao.m.Iwo• a,,V Eo VIDO, Min. EMBEDMENT 0 24' o.c. WASHER a 24' .. EDGE IF APPUCASLEI 4 3/0' CONIINUOUS POURED �� • I ( CONCRETErfl-3W MA) 2' J / I \ / REOVD. II•m L END CAP CQVRN1101T POtkiEV � I CONCRETE (re = ] m Mn) 1• o B' N+n. TEEO(NE55 �- Mh' I Ivm'D. " I G3 II ( 14 " I Fi 2 o o (WALL MOUNTED SHOWN, MAY DBE ALSO INSTALLED TRAPPED NOUNTED PER SECPON 01-0' ON SHEET B.) Dig EXTERIOR t 0/E1 1/2•K1 1/2'K0.062'KCONT. ALUM. Min. EDANGLE 4 3/6' W/ 1/4'0K3/4' RW BUILDEX MIN. CO. TEK, SCREWS 0 24' o.c. TO TUBE. (m 1w/mna6 3 4 3/8' T �,-(2) 3/8'0 XMK BOLT TZ EXPA4510N ANCHOR MIN. E.D. \ \ l Vl/ 2' MI,EMBEOMENT TO POURED CONCRETE WA- (TVP. TOP a BOTTOM). EDGE IF APPUCAELE CONORl10l1S POURED II CONCRETE ('o - 3 W MA) 'o Q B' IFm THICKNESS FWD. WALL MOUNTING: MULLION �3 PO RED CONCRETE WALL SECTI� ON V ? q Q INTERIOR WALL MOUNTED MULLION INSTALLATION APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS `= SCAM- 1/8' a 1' P.E. 4 3/B' EDGE IF APPUUBLEJ SECTION X4-X4 W/ �3 ,(INERIOR MULLION) (W/TORIENTATION N 2) (2-01 0 SEE MAXIMUM Q (INTERIOR) WALL MOUNTED MULUON SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' k II' ON SHEET 25 (LIMITED LOAD, MULUON SPACING AND SPAN INSTALLATION): INSTALIA110N CASE C - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 P.S.T. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0' MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. imrAAATION Oka Q' - COMMERCIAL APPLICATION FOR t100.0 P.s.T. 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. TI SIDE RAIL Q NOT SHOWN FOR CLARITY 6EN4 7 FLORIDA .44167 .(* 0"17r= Na �� IL ECO,ExIs..� E%PERT Dw+H Im I_e W24/IF d INC. 17-244 �4� 4 STEP 1: OBTAIN JOB SITE'SA.SM, DESIGN PRESSURE RATING (ps.f.) FOR THE OPENING AND DESIRED SLAT SPAN'C (4) TO PROTECT IT (SEE GENERAL NOTE 02. SHEET 1). STEP 2: ENTER TO CHARTS (In, lb & TVI THRU IC ON SHEET 15 TO DETERMINE, BASED ON AN Ire SLAT SUP On), ANCHORTYPEAT SID RAIL&AS.D. DESIGN PRESSURE RATING(p.s.L); THE REQUIRED MAX SLAT SPAN "V &. THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TOPROCEEDWITH PRODUCT INSTALLATION VERIFICATION: • ENTER AS.D. DESIGN PRESSURE RATING: SEE STEP (1) ABOVE • FORA SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: LN -THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 12'SLAT SUP MAY BE USED. FOR A GIVEN A.S.D. DESIGN PRESSURE RATING, • MINIMUM REQUIRED SEPARATION TO GLASS IS TO LASS FOR PRODUCTS W/O OR W/STORM BARS 7(SEEDSTEP 4ON H)A. CHART [o: PROVIDES SEPARATION STEP 4; IF PRODUCT INSTALLATION INCLUDES STORM BARS, MULLIONS OR STORM BARS & MULLIONS. THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. PROCEDURE 40: IF STORM BARS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON CHART In, ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE ION SHEET 22 WIAS.D DESIGN LOAD: STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3ON SHEET23. WITH A.S.D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE Top a BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR ANCHOR TYPES COVERING PERMANENT (ANCHORS A 8 OR REMOVABLE (ANCHORS B &C) VARIOUS INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. 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 BE BASED ON CHART In ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 9 ENTERRCHEDULES1nTHRU2c ONSHEETS24,25&2BW/AS.D. DESIGN LOAD: MAXIMUM MULLION 3. SEE SHEETS 10, 10A, 11. 11A. 12,12A, 13 & 13A FOR REQUIRED MULLION CONNECTION DETAILS AT TONCRETTOM FOR AGIVENMULLIONFLOOR TO UNG(rRAPWDU)R VTYPE &aLL MOUNTINGS OF MULLIONS INTO PROCEDURE 4r. IF BOTH STORM BARS & MULLIONS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULUONS ARE USED SHALL BE BASED ON CHART In. ON SHEET 15, TI SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE ION SHEET 22 W/AS.D. DESIGN LOAD AND STORM BAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT). 4. ENTER SCHEDULES I THOU 20 ON SHEETS 24.25 & 26 W!A.&D. DESIGN PRESSURE RATING: MAXIMUM MULUON SPACING (MAX., 12'. IT OR T). AND DETERMINE MAXIMUM MULLL106SPAN (HEIGHT) WI ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR AGNEN & ), MULLION TYPE & MULLION ORIENTATION. 5. SEE SHEETS 10, 10A, 11. 1IA. 12.12A, 13'& 13A FOR MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEILING PED) R WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE (©,`OG, ® & g ). * PROCEDURE PER STEPS 1 THRU 315 SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES. SEE SHEETS 20 &21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. A. ECOLNc. � �xan�oux��w�vwr E%PERT SHUTTER avx less sn. enn 17-244 ono r um H 01'A SLAT PERFORMANCE CHARTS Ia. Ib. Ib7 & IC: (ONLY VALID FOR 1/2" SLIP) FORA GIVEN A.S.D. DESIGN PRESSURE RATING(P.s.f), PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS WI OR WIO crneu enoe CHART Ia CHART Ib CHART Ib' CHART IC 715E A.W. LOW USE ROCIAN P09RIE AID. LOAD VALUE 3/8°0 KIMK BOLT RETIEANCHOR POURED CONCRETE 5/18'm 7APCON XL ANCHOR 6118om TAPCON XL ANCHOR rD cBart lnrm c1u corlwn6 aDal i0.1'WND ca1rnO[ MAIL A.S.D. MAX SLAT SPAN 'LMAX.' (FT) SLAT SP 'Luw (FT) MAX. SLAT SPAN 'LMAX.' (FT) REQUIRED WIN. SEPARATION TO GLASS MEASURED TO BACK OF SLAT (in) DFSCN t�0 (pso RNL MALK' = wm 4 IRAPwD AuaG m Kwa 4 Bl9D-art 4 • 61m0-W wart N/Qfi YE Ieme i wNl. UDArt m "IM i iWPPB] Boula ME I'M i eW0-OOl w a ImEs 4 Fla BIND -art 'lam' "/© 66 N 4 MAIL MOUNT M MIT ♦ lY1PPf1D Mawr a211C10 4 OND"Wl fyB IT I$ €J 4 €J '6a Ma13 4 m80-mm Iwlml W/© vm p * wig STOW I 1-3 H4G 9VID 20NE 4 W STORM NO SON 1-3 BARS "Al SOIa 4 30.0 20'-0' 15'-4' 20'-0' 20'-0' 20'-0' 15'-4' 20'-0" IB'-0' 20'-0" 15'-Y 18'-0' IS'-8' I' 14 1 2' 8' 7" 35.0 20'-0' 15'-3' 20'-0' 18'-0' 2W-0' 15'-U' I9'-0' 16'-3' 20'-0' 15'-0' 16'-3' 14'-0' 7' 14 1 2' 40.0 20'-0' 15'-2' I9'-7' IV-6, 20'-0' 14'-5' 17'-4' 14'-10" 18'-11' 14'-5' 14'-10' 12'-9' 1' 14 1 2' 8' 7' 45.0 20'-0' 15'-W 18'-0' 151-0' 2W-0" 14'-2' 16'-0' 17-9' 17'-4" 14'-T 13'-9" 12'-0' 1' 14 1 ' 6' 7' 50.0 20'-0' 14'-10' 16'-8' 14'-2' 19'-I' 13'-1' 14'-10' 12'-10' 16'-2' 13'-1' 12'-9" 11'-0' 1' 14 1 2' 6" 7' 55A 20'-0' 14'-9' 15'-B' 13'-4' 17'-9' 12'-4' IS-I1' 12'-1' 151-U' 12'-4' 12'-0' 10'-9' 1" 14 I I' S' 7' WA 19'-5' IN-9' 14'-9' 12'-7' 16'-9" if'-Y 13'-2' 11'-5' I4'-2' 11'-8' 1V-4' 10'-0' 1' 14 I 2' 8' 7' 115.0 19'-4' 12'-11' 13'-11' 11'-01" 15'-9' Tf'-0' 12'-5' 70'-11" 13'-4' 11'-0" 10'-10' 91-V I' 1! 8' 7' 70A 17'-4' 12'-1' IS'-3' 1V-4' 15'-0' 10'-6' I 11'-10' 10'-4' IY-9' 10'-B' 10'-4' 1 9'-0' 1' 131 2' 8 7' 76.0 16'-6' 11'-7' 12'-7' 10'-10' 14'-3' 10'-0' 1 11'-4' 9'-11' 12'-0' 10'-O' 9'-10' w-10' I 1' 13 1 2' 1 8' 7' 50.0 15'-9' I1'-D' IV-O' 10'-6' 13'-7' 9'-5' 1 10'-10' 9'A" 11'-7" 9'-3" 9'-3' B-6' 1' 13' 1 6" 7" SSA 15,-0" 10'-B' 1 V-7' Iw-O' 13'-0' 9'-3' 10'-5" 9 -Y 1 V-2' 9'-3' 9'-0. 1 1Y 8' 1 7' BOA f4'-2' 10'-1' 11'-2' 9'-8. 12'-5' W-10' 70'-1' 9'-11" 10'-8' 8'-10' B'-10' B'-0' 1' 12 1 2' 6' 1 7' 95.0 13'-Y 9'-B' 10'-9' 9'-4' 12'-o' 8'-5' 9'-9' 8'-7" 10'-4' B'-5' 8'-6' 7'-8' 1' 12 I 2' 6' 7' 19D.0 12'-9' 9'-4' 10'-5' 9'-1' 11'-8' 8'-4' 9'-5' F4 10'-0' 6'-4' W-3' T-6' 1' 12' 61 7' IOU 12-2' 9'-0" to' -I' B'-9' 11'-3' w-O" 9'-2' W-2' 8'-8' B'-0' B'-0' 7'-4' 1' II 1 2' S' 7'110.0 IV-7" W-8" 9'-9' 8'-0' 70'-11' T-10' W-10" 7'-11' 9'-3' 7-10' 7'-S' 7'-2' 1' 11 I 6' 7' 11'-1' e'-S' 9'-e' e'-4' 7'-0' B'-8' 7'-e' 9'-0' T-e' Y-8' 7'-D' 1' 1f 1/3' 6' 7' V-3' B'-2' 10'-3" 7'-5' B'-5' 7'-6' 8'-11' T-5' 7'-5' 6'-1w i' 11' 6' 7' 10'-2' 7'-9' 9'-0' 7'=11' T-2' W-2' 7'-4' e'-9' 1 1-2' 7'-3' e'-8' 1' 11' 8' 7' I300 W-10' T-8 8'-9' 7'-9' 9'-9' T-0' B'-O' 7'-2' 8'-5" 7'-0' 7'-2' 6'-8' f' 10 1 2' B' T 135A 9'-5' J'-2' B'-6" ]'-7' 9' 8'-2" W-10' 7'-0" 8'-3' 1' 10 1 2' 140.0 B'-1' 6'-11' 8'-Y B'-f' 7'-0' 6'-11' 8'-0' - W-10' 6'-4' i' 10 1/2' 14I0 B'-70' e'-2' 150.0 8'-B'155A A7'-3w e-4' T-10"B'' T-1'160.0 8'-0' T-e' e'-0' 7'-Y - 7'-5" - - -1 1' 1 10" 4 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS '^ NDICATE THAT1 SPACING HIS SFORR 7CORRESIPONDING CANCHOR �4,(ER.. r//',• AVLLAIILABLEON THEHEETS SPACINGHOR AN SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. I'ppPP'" `V .011 `i`.• \C ENOl: ✓.. FLOWDA BUILDING 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/810 RICK BOLT 3 ANCHOR OR 6 16'4 TAPCON %L ANCHOR. INTO POURED CONCRETE OR GROUT FILID 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 UNEAR INTERPOLATION BETWEEN ENO VALUES. MAX. ANCHOR'S SPACING SCHEDULE Va W1318"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN PRESSURE RATING 8 SLAT SPAN RANGE t FOR A GIVEN PRODUCT MOUNTING TYPE WALLMOUNT t mSIAT.SPAN I—SFAN-"—I FOR A la GIVEN A.S.D. DESIGN PRESSURE RATING SHALL LAT EXCE SEVER ED ON S SLAT SPAN DEFINITION PERFORMANCE CHART ON SHEET 15. TRAPPED MOUNT BUILD -OUT MOUNT RONM 9WIHINC CODE Men Hide VelOCily Hun(eene Zone) 0"17Tl1 W * f �'44T6T • Nautilus Ho H)09J'eoNff5mem k ""°` otlx4l7 IL E C O xxxe. EXPERT SHUTTER SERVICES INC. y��y 1[STIM0 i FN6INLLWNe COYI.MY wa i..nlli �� '•. /�4� \\ wi �i o.'�'iunaiu t SR.L R 319e1 17-244 X, m ww 0LL1W0 w R.m Iffi GATE f WNiM lY, 1 4.in mmleam SLAT SPAN HPNCE oFSON P 01-4' 1 > {'-5' 1 > S'-e' 1 > 6'-7' 1 > ]'-B' 1 > B'-12' 1 > 12'-18' } > 16'-20' 1 s eB.o 9' B' 9' 9' 9' 9' 9' 9' NI-40 9' 9' 9' 9' 9' 9' 9' 8' >4-e0 9' 9' 9' 9' B' e' T 5 5/B' >el-e0 9' B' on B' 9' B' S 5/8' 5 S B' 1e1-10e 9' 8' 9" 9' 9' 6 1/2' S 5/B' - aloe-110 B' 9' 9' 9' BE 8' - - >121-14a 9" B' 9' Be T- >141-I80 9' 9' 8' T T - - - SLAT SPPN RANGE M P m 0'-{' 1 > 4'-S' 1 > 5'-6' } a 6'-]' } > T-B' 1 > B'-12' } > 11'-18' } > 16'-20' 1 141-e0 9' 9' B' 9' 9' 9' 7 1/2' - >el-eo 9' 9' 9' 9' 9' 8' - - >el-1n5 9' 9• 9' 9'- >toB-110 g' e' g' 8 1/2' 9' - - - >Ix1-140 9' 9' 9' T - - - - >141-1e0 8' 9' SUT SPAN RANCE P WN pt{' } E E > {'-5' } E > 6'-8' 1 E E > 6'-T 1 E E > T-B' } E E > 9'-12' 1 E E J 12'-18' 1 E > tfi'-20' E } E • ba s l-4B a41-e0 >el-eB >e1-105 >108-Ix0 9' g' B' g' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' B' 9' B' g" 9' B' 9' 9' 9' 9' e' 9' 9' 9• 9' 9' 9• 9' B' 9' 9' 9' 9' 9' B' 9' 9' 9' 9' B' 9' 9• 9' 9' B' 9' 9' 9' B' 1 2 fi 1/2 9' 9' 9' 9• 6 3/4" 6' 9' 9' 9' 9' 8 3/4' 8' 9' 9' 8' T S 5/6 5 5/B 9' 9' 7 1 2' 5 5/B' 5 5/B 5 5/B 9' 9• 7 1 2' S 5 5 5/B' 5 5/5 9' '9' 6' S S/B' 5 5/e - 9' 7' 5 5/e 5 5/B- - - 9' 7' 5 5/8 - - 7 7/4 B' 5 5 8 - - 7' 5 5/B• 5 5/B' - - 7' 5 5/e' 6 5/e' - - S 5 B S 5 B - - - alm-140 9' 9' 9' 2 6 1 2 6' 8' 6' S S/B' S 5/B' 5 5/8 - - - - - - - - - >UI-160 9' 9' 9' e' B" 6' T T 5 $/B fi 3 4' 6 3 4' S 5 B 5 5 8' 1 5 /e:- MAX. ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE WI 5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN LOAD & SLAT SPAN RANGE WALL MOUNT t MAX.MASLAT SPAN FOR A SLAT �SPAN� CUM ANEVER SHALL EXCEEDED MAX o] SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEEP 1S. SLAT SPAN DEFINITION TRAPPED MOUNT _BUILD -OUT MOUNT JCQ fl + '1 % FLORIDA 6UilDINO CODE Q7on 168A Y4locih HulHwna 7me) d' / VC�S•., � 1 *J .4416 02017 n=I Nautilus ��� I 7 � RoRN9sAnfferJyrlun ��. F. Cr 01M0. oE/xV1r n1[ .�L ,�y lour 1[awc • [ucwccvwa couraxr EXPERT SHUTTER SERVICES INC. :(Poll sr. mmm¢ smm 1T-244 '-s/ANAL.....n..wo •-maS 414co0mlwm "� .. VLLIp A 1LCR Y. PL -r10an ua ruEl ew uwi 6MliE 1) mffi P.L +�(IK/6/SiA PEIOAIE / SLAT SPIN RANGE 4ao. I yfp vulm(Ep 0'-4' 1 > !'-5' 1 > 3'-B' 1 > B'-i' 1 > 7'-8' i > B'-12' i > /2'-18' 1 > 18'-20' 1 c x.o 6' B' _ 7 1/2 5 t/2' >31No 8' 8' 6' B' 6' B' 6' 4' >al-eo B' 8'4°JJ/4'e'{1/2'JJ/4'- SJ/4'JJ//'>foe-IfoB'3J/4•71/2"6'J3/4'8' =*4 - - - SLAT SPAN RANGE � 1� ynp Bur4fwc]0.6'B'B'651/2'>]1- >1'-5'i>J'-8'i >7'-8'i>9'-12'i>12'-1fi'i >18'-20'1 8'flS1/2'41/2' >I1-68'6'6'SI/2`{'4' L k01'-4' >tofi-t6'{'33/4'63/433/4'>Iat-t 3 J 4' - - - SLAT SPAN RANGE A]n. v"'EO E > {'-8' i E E > 8'-6' i E E E > 8'-i' 1 E > ]'-8' E i E > 9'-12' i E > 12'-18' i Co E > 16'-20' CO i E cnuxle.B a ]OD >]I-a0 NI-60 abf-w 6' 8' B' 6' 6' 8' 8' 6' 6' B. 6' 6' 6' 6' B' 6' 6' b' 8' S. 6' 8' S. B' G. 6' S 1/2 B' 6•. 8' 6' B' 6' 6' 6' 6' 6' 8' S' 6' B' S' 6' 6' 4' 6' 4' 3 J/4' 6' fi' /' 7 3/4' 6' S' } 3 4' - S 1/2' {' 7 ]/4' 3 3/1' S 1/2' 1 3 4' 1 J/4' 4 1/2' 3 3/4-1 - 4' - - 4' - - 7 3/4' - - - >BI-tOa 6' 6' 6' 6' B' 6' 6' 6' fi 3/4 4 1 2 4 1/2 3 3/1 J 3/1' 3 3/t' 3 3/4' 3 3/1' 3 3/4' - - - - - - >fB8-txO 6' 6' 6' 6' 6' 6 1/2 5:3 4 5 3/4' 4 1/2 t 1 2 { 1/2 3 1/4 3 3/4' 3 3/t' 3 J/t' - - - - - - - - - >1]1-11a 8• 6' 8' S' S' 4' 4 J 4' { 3/4 11/q 4 1 2 4 1/2-1 3 3/4 3 3/4' J .7/A: ,,. - - - - - - - - - - >1a1-180 6' fi' S' 1 1/2' 4 1/2' 3 3/4 4' P - 4• 4' - 3 3/V' - - - - - - - - - MAX. ANCHOR'S SPACING SCHEDULE VU FOR A GIVEN PRODUCT MOUNTING TYPE W/ lwpo TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE. BLOCK WALL A.S.D. DESIGN PRESSURE RATING & SLAT SPAN RANGE t WALL MOUNTRum >0_60SLAT SPAN� [0] t KW. SLAT SPAN FOR A GNEN A.S.D. OESIGN PRESSURE RATING SHALL NEAR EXCEED W. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNTPAM MAIL BUILD -OUT MOUNT k6*6' FLORIOA BUILOWGCODE (Nan Wah Velo ty Honda,,,, lam) •��Nautilus1N!'QQ 030t, 14 C1[w vu. mail ft aN31/nEXPERT aoaYILiQI A. h. PE eT SHUTTER SERVICES INC.art UTrERonlaSERVICES ta3a xw. elLnroRc stun 17-244 91Q5 In W" OES>a+..SIATSPAN P0-4't>4'-S't>5'-6'i>B'-T1>T-0't>0'-12'i>12'dB't18'-20'i PA9tE(P.Ia.sD.oe's•at/x'1-IGe'7'41/x•>m-ea71x7•->Bl-1nbB'71/2•5'4'->131-110B•B'S'->lal-1w4'- RANCE OG4W1.SLATSPANRANGE 0'-4't> {'-b't > s'-e' t r e•a' t > T-1r' ie'-lx't > tx'-1e•t18'-20•t a0.06'6'6'6'8' >t6e-uG6'51/2'a'41/2">131-twfi'S'41/2'J3/4'>1{1-twfiS$ S1ATSPANRANGE f�AE0'-{'18'-8'1>8'-T1>T-0'i>0'-f2'1>12'-16't>1fi'-20't �EEEEEEE8'8'e'8'6'6'6'6'B'6'8'e'6f/x"P41/2'_8'6'6'B"fi'6'6'6'S1/2"b'4'{•->al-w8'6'6'6'6'SIYb1/2'6'8•6'6'41/2J/{>81-eO6'6'B'8'S1/x51/2'Si2{1/25'S'{'33/4'6'6'6'8�51/251/x512'{1/2JJ/{'JJ/{•-51/251/2{I/2{1/2412'3Ja31-1wB'fi'S124'{'-7J43J4' - - - - - - - - - - SCHEDULE VC: Vx FORCES (Lb/FT) & Vy FORCES (Lb/FT) ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE AS.D. LOAD)DESIGN slAr �SPAN� 0 *R SLAT SPAN DEFINITION SHALL BE THE RESPONSIBBIT( OF THE COUTRACTOROR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE 15 DESIGNED TO SUPPORT WAND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH AAMES, SEETHISSHEET FORVASVyVALUES Vy SIDE RAI VX A• yy A `�`''$Q:�'�,1CFNSF •�.�� •: FLORIDA BUILDING CODE (Non RIRH Yalvcity RuMcvoa 9mv) No.44167 '�6iM�°"° Nautilus * i * i * ` RPDIvg36vlHrSlslun m/a�/IT •.::r /y�`_1L� cvcwnwno we. Iml �i �a�a.i '<e*M�.vuiu ZrZwr EXPERT SHUTTER SERVICES INC. KI W. xw.mKW�SIPEEf PoPi W. IULE. 1L SM& art (%—'1¢¢ Q 4 I Al- r m mm��`o0iop11 o.aa mml +o-rra. rm am maw fY11\OIO IY P.E. Idll FR./S u4llfdA GATE S 1 au�w w mur r..vx. rwm+uc 1 wBt sim m ua B(Al(IATUM SLAT SPAN RANGE A.S.D. PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > > 12�-16' > 16'-20' RMING (Plyi Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx y 5 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 1-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 1-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 — — 6-120 L>l 313 240 728 300 881 360 1345 420 1587 540 2112 6401-140552 1121638 280960350 1003 4201612490 1869 630 2039 635 — — 41-160 781 320 1186 400 1322 480 1873 560 1740 640 — — — — — — SLAT PERFORMANCE CHART Ib1 & I01;(ONLYVALIO FOR IR' SLIP) SLAT PERFORMANCE CHART nb I & HOI (ONLY VALID FOR IM' SLIP) MAXIMDMSIATSPANANOMINIMUM SEPARATIONTOGLABHFORA GIVEN WDOD GRADE AS D. DESIGN LOAD (D.9.D SLAT SUP V6' AND FDIIAGNEII MAfDY161A8a DESIGN PRE89UNE MTLYGIpNAxOSNB]TEaNWtR CamnION FOR MRAGNENAwoNx A6.D.OEUGa PREBSUSEMMO(PaDAN06NURERMOOMCOMMONFM SHUTTER MOUNTING TYPE FOR WOOD FRAMES WALLS W72St4' STUDS. BISTAIIA710NSVe0 STORYIMNS PERDETWLIBBLOW AS PER LIMITATIONS ON DETAIL 1 CHART Ibl OSE CHART Ici CHART Ilbl mffbl m T/ CHART IIeI LR 4vaEN 11LIL ID®1 IVSat wo NDOAE ABB IAw IDID wac Aga IS NIRLY IFII[ alml I®BE xS LmaNc A9610I0 UAD V" NIVOTAPCONXLANCHOR ION. SLAT SPAN -LBW (rt) SJIV0TAPCONXLAHCHOR R T 'LIRE' (la MAX. SLAT SPAR •Laic' Ut) MARD M SEFAM N m ems Too a Q sa 6n) IMIAAY IA= i"a"a � KNUIED VAX. BEAT SPAN 'LLwT.• (R) I®I� iK SIVNIUW m 1LSAEaD To vaTOF 6Mr C ) EW Rlif MIFa wL mA iAo-aN w. wRAW pp w/ •uPau w o srGRI IW6 14N1 �A e'°'°" ' wIMA) w•P-aR A wLLiaon"w' • W/o slGla BARS •wN ]ONES •9R xaEa •2R iROS w w9A NZ 4 ]OA • Io-0 ro-0• ID•-o• e'-r B 1 ] a-r W-21- B'-!• 7-7• 1• e I a' nor 40A r 10'-0' m'-0' le'-0' to'-0' 10'-0' 10'-0' 7-9• 7'-5' 1' Y no 40A r 1'-B' )'-)' )'-9. 7'-a• ]'-r 7-]' r-0' 1' P B 1 w e 1 B' 4LO + 10'-0' m'-D• Iw-O• r-f' P j8l IBD + 7.1; r-4'' 1' Bn0 + la•-o• 10'-0• IR-o' r_w r e0.o+ r-3' r-Y r3• 6'-B• 1• e 1 B' B'LD r 10•-0• O-o• 1R-o• Wv r BSD r r-s T-!• Ta• m-4• 1• B 1 e•BBO+ to'-o• 10'-0' 10'-w a'-9• Y BUA'+ )'-S 7'-0' )'-!' 6'-]' 1' B 18' SLAT PERFORMANCE CHART IIri: (ONLY VALID FOR 115' BLIP) FORAGMNM MUMAGD. DESIGN PRESSUREMMm.•RANDSNVRCRMONMTANRfLONFOR WeTAILARON9 V8D BIORM EARS Pm OETM 2 BELOW CHART MbI USE CHART IIICI =I I IXiImIFOMx01 ADD LOw USE wAaMJY FOWK ASD. LOAD MILL[[ S'IS'OTAPCONXLANCHOR LON. SLAT SPAN -ume (R) m YI)L SLAT SPAN 'L.N4x.' (PT) p nlum If•L SvAWnN m I!•IfSO ro vac OT Ear LW 1l® ^rRn !vN wIL 1 CIAT .moe haul r LOMS w7 LIMA wm-art 109 w7 LnnA uo-an t. W/o SaRY BUG IBNo ratio w wND Ia1E 4 30.0 • 7-V T-8' 7 -6' 6'-7' 3B0 r 7-2' 7'-2' T-]' e'-4' I' B 18' fi'-9' 6'-1• 1' B 1 8' an ^• W-B' V-B* 6'-w !'-11' I' B 19' BOD + W-1' 9'-1' 6'-1' B_r I. e 1 ' DETAIL 2 (ELEVATIONI SLAT PERFORMANCE CHARTIV: ILESS THAN 1s' SLIP) FOR A ONEN AB 0. DESIGN LOAD (R•6. SHUDER MOUNT CORroON INCLUDING ANCHOR TYPE AND FOR IlMhUAMON6 Wm STMAWS PER DETAIL] BELOW ViVe TAYCONXLANCHOR V8F IMF AID ASL�LOAD A UL LOU) VALUE IxsG+ IILC SLAT SPAN .�. WL SLAT SPAN .uy. LA•wA m� IL (LOAD .IMD-D,r U-06 m IOO4 Ww.o-aG W6 mLmv• wro smR11 euR ZOED 1-! MD ZO'd xD • e•-e• pto• f Y 0.9 w WA'r e'-!• a.-p. 0.+ 5'-10' o e._p. e._7. eD.O r S•_B• MA%IMUM A.S.D. DESIGN LOAD VS WOODGRADE SCHEDULE • WILD FOR `� ) yu SRZRE'PUE-RR-9Ix (0.036) q �� '• wlu FOR 4f fffR FINESCUh 12 l (G•9A6) sXmERl (o� i rA i SLAT svAu DEFINITION M R swlis+ Ox INSTALLATION INTO WOOD FRAME STRUCTURES ? j ND, 44167 1 t iH NOMi YM6 Lt1�IlOVIKwO Ia'IDB[ABO LDO too WOOD GRADE ALllt'LBLLw. YAX. 9AN 'LwEUT r.• Uq �!a s:'t. m aA �tuElm To EmRL limilill MAST m u i w a st0161 EARS w. I MR ZaES wFU m w 4 SOUDIEWI PWE 12 (C-0.55) 60. 4'-B' 4•-5• W-r 1' B 1/2' DR)61AS-RR-SOUM (0.0.45) 60 ♦•-B' 4'-5• MIRUCE POLE-MR-SIIH (G.0.36 60 4'-V 4'-5• L SLAT SPAN DFEKMON m UDS Rfi" as t DETAIL 1 (ELEVATION) A NGffS: 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND. A.S.D. DESIGN LOAD. T: 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 EITHER SIDE OF OPENING SHALL BE 33•. FLORIDA BUILDING CODE (Non m9h VClotAY ffu Cana 9dLa) °'°"R"°OIL Nautilus Le L rE C O ETED. R=Nb_'SdnNUSyMtM mry♦Aw 17-244 Dune w t m or" WALL MOUNT & BUILD -OUT MOUNT TO TA" WOOD STUD (SEE DETAIL 1 ON SHEET 201 WOOD GRADE SLAT SPAN.PAM mr w6 0'4' 10 4!-r " SOUTHERN PINE #2 (G-0.55) s 30.0 a0 6- 50 6' 80 S. DOUGLAS-Flit-SOUTH (G-0.46) s 30.0 6' 1 40 6' SPRUCE PINE -RR -SOUTH C=0.36 s 30.0 6- WALL MOUNT TO 2"x6" WOOD STUD VVITH MINIMUM 1!2" PLYWOOD (SEE DETAIL 2 ON SHEET 2G) WOOD GRADE lusur SLAT SPAN RANGE 4 44 Gm4'><m S'614- '>Y bC"rOm tO' SOUTHERN PINE J2 (G=0.55) s 30.0 6' 6'6" 6' 40 6' 6'6' 4 3/4' 50 6" 6'4 3/4' 3 1/2- 60 6' 6' 4- 3 3 C 3- DOUGLAS-FIR-SOUTH G-OA s 30.0 6' S. fi'6- 40 6' '6.4' 5 1 4' 4 1 4' SPRUCE PINE-FlR-SOUTH G=0:36 s 70.0 8'8"6' 5 1/4' BUILD -OUT MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 1/Y' PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADE SLAT SPAN RANGE Ci >fb'' >6C' >67' >Y-T >c-tn" 6-0 .>.n• fi' ioxr. 6- .rwr• 6- io4rt♦ 6: iwrt• 6' w.n. 6" �v..• fi' �o.n.- 6- .orr. 6' �o.n. 6" �axr. �a.rt. s 30.0 6' 6' SOUTHERN PINE S2 40 6' 6' 6' 6' 8" 6- 6' 6' 6' 6' 5 1/4' 5 1/4" (G-0.55) 50 fi' fi' 6' 6' 6' 6' 6' 8' 5 1/4" 5 1/4' 4- 4- 80 6' 8' 6" 6- 8' 8' S 3/4' S 3/4` 4' 4' S. 3' DOUGLAS-FlR-SOUTH 5 30.0 6- 8' 6' 6- B' 6' 6" 6' 6' 8' G=D.46) 40 6' 6" 6' 6' 6' 6' 5 1/2" 5 1/2' 5 1/2' 5 7/2' 4 i/2' 4 1/2' PRUCE C-0 36 PINE-F➢i-SOUTN s 30.0 B. 6' 6' fi' 6' fi' 6' 6' 6' 6' S 1/4' S- MAX. SPAN FOR SLAT FOR A GIVEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHARTS ON 20 SHEET. ✓,p CODE TABLE 1 A.A9AM DFSGH STORM BAR SPACING (FT) �oE toffn 2' 2.667' 3' 3.5' 4' 4.5' 5' 6' 6.667' 30.0 11'-0" 11'-0" 11'-0. 11'-o" III-o" 11'-0" 11'-0" 11'-0" 11'-0" 35.0 11'-0" 11'-0" 1 V-0" 11'-O" 11'-0" 11'-O" 11'-0" 11'-0. 11'-O" 40.0 11'-0" 11'-0" 11'-0" 11.-0., 11'-0" 11'-0" 11.-0., N590 11'-0" 11--0" 45.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 50.0 11'-0" 11'-0" 1 V-O" 11'-0" 11'-0° 11'-0" 11'-0" 11'-0" 11'-0" 53.0 11'-D" 11'-0.1'"1'-O" 1t'-0" 11'-0" 11'_0" 11'-0" 11'-0" 60.0 11'-0" 11'-0" 11'-0" I v-0" IV-0"11'-0..11'-0" 11-0 11'-0" • - 65.0 1V-0" 11•_O" 11'-O" 11'-o" 11'-0" 11'-0" 11'-o" 11'-0" 11'-0" • - 70.0 11'-0" 11'-0" 11'-0" 11,-0" 11'-0" 11'-o" 11'-0" 11'-0" • 11'-0" • - 75.0 11'-0" 11'-o" I V-0" 11.-0., 11,-0" 1 t•_o" 11'-0" 11'-00 • - - 80.0 11'-O" 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" IT'-0" 1o'-10" • - - 85.0 11.-0.. 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" • - _ _ 90.0 11.-0.. 11'-0" 11'-0" 11'-0" il•_0• 11'-0" 95.0 11'-0" 11'-0" 11'-0" 11'-0"- 100.0 11'-0" 11'-O"- 105.0 11'-0" 11'-0" 11'-o" 11'-0" 11,-0" - - - - - 110.0 11'-0" 11'-0" 11'-0" 11'-0" 10'-10" - - - - - 115.0 11'-0" 11'-0" 11'-0" 11'-0" - - - - - - 120.0 11'-D" 11'-0" 11'-0" it'-0" - - - - - - 125.0 11'-0" 11'-O" 11'-0" 10'-10" 1- - - - - - 130.0 11'-0" 1 11'-0" 11,-0" - - - - - - 135.0 11'-0" I V-0" 11'-0" - - - - - - 140.0 11'-O" 11'-0" 11'-0. - - - - - - 145.0 11'-0" 1V-O" 10'-11" - - - - - - 150.0 11'-0" 11'-0" - - - - - - 155.0 160.0 11 •-o• 11.-0., '�• MEASURED IN BEM'EEN CENTER LINES OF STORM BARS IN FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. THIS REGION IS ONLY VALID FOR INSTALLATIONS /11 W/ 1 OR MORE STORM BARS PER SHUTTER. THIS REGION IS ONLY VAUD FOR INSTALLATIONS W/ 2 OR MORE STORM EARS PER SHUTTER. C C INC. BUILDING CODE Nautilus =. Ro1B09SD01f"SprNm 0e/+4117 UTTER SERVICES INC. wa :n. eaw= Wl 17-244 HT WCF. Rli19N - W. . S nwm 11tl*1 STORM BAR SPACING "W (m 2' 2.607' 3' 3.5. 4' 4.6' 6' 5.5' 1 6' 6.667' 30.0 %e.CD kBAD AB.C.D AB.C.0 XBAD RCDJB BCD B 0 BCD 3u BC0 AAAD RCO CO BCp BCO ABCD BCD BCD 40.0 BCD BCO BCD BCD B 0 BCO BCD BCO B 0 41A AB.CD B 0 C0 BCD BCD BCO BCD. ABCD BC 50A ARAD ABCD BCD ABCD BCO BCA ABCD ABCD BC 1(3A B.CD AB 0 BCO B D BCO BC0 BCD B.0 BC Dee BCD BeD cD B D ecD ecD ec BC C 650 BCD B D CD BCD BCO BCD ABC BC B 70.0 BCD 9C0 RCD BCD BCOAMCAMC ABC B A. 750 BCD B D BCD BLO BCD BCAMC B A A E0.0 BCO BCO BCD BCAAMC ABC A A A O6.0EBC B O BCO BCD BC Be A A A 20A BCO BCD BC BC BC A A A Me B D BCD B.0 BC AB A A A 100A BCO BCO BC B.0 A A A 1050 BC,O BC BC AB A A A110.0 BCD BC ABC A A -A' A A 1150 BCD ABC ABC A AA A A 120.0 BC BC B A A A A A 1250 BL BC A A A A A A 130A BC BC A A A A A A 1350 BC ABC A A A A A - 140.0 BC -B A A A A A A - 140A ABCD B,C B A A A A A A - 1BUA BCD BC A A A A A A - - 1550 v AMC B A I A A A A A - - 100.0 B C B A A A A A - I- - I ANCHORS TYPE LEGEND I A 3/6'D CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2' Min. EMBEDMENT* @ 5 Mtn. THICK POURED CONCRETE (f'0 = 3000 psi) B 3/8'exl 1/4' POWERS CALK -IN ANCHORS w/ I 1/4' Min. EMB DmENr* To POURED CONCRETE (Pc - 30DO Psi) k 3/0'e-18 MACHINE SCREWS C 1/4'D4/4' ALL POINTS SOW -SET ANCHORS W/ 7/6' Mtn. EMBEDMENT* TO POURED CONCRETE (f0 - 3000 psi) h 1/4'e-20, IB-e STAINLESS STEEL MACHINE SCREWS D 5/16'0 DW/BUIIDEX TAPCON ANCHORS W/ 2 1/4' MI,EMREDMENT* TO POURED CONCRETE (f's - 2899 psi) * EM6mMENr tS BEYOND ANY nDOR / COILING FINISH All. STORM BAR SPACING'e (M A�Bto* 6n 2' 2.667' 3' 6' 6.5' 8' 6.667' 30.0 BCD BCD BCD BCO BC BC BC 33A B O ABAO BCD BC BC B A 40A BCO BCD BCD BC A A A I50 B O BCO ABCD JA A A A A 30.0 BCD B O ABCD $AiA A A A A 33.0 BCO BCO BC A A A A B60 BCD BC ABC A A A A m BCD ABC BC A A A A "A B.0 0 B C B A A A70.0 OCD BC A A A - 50.0 BC II A A A - - 1150 A.B.0 A I A A A A A 90.0 BC A I A A A A - 03.0 A.B.0 A. I A A A A t00A ABC A A A A - 10IA A.0 A A A A - - 110.0 A A A A - - - - - 110.0 A A A A - 12D.0 A A A A 125.0 A A A - - 1300 A A A - - 1350 A A A- I4 A A A 140A A A A 130.0 A A- 153A A A - - - - - _ - - 150.0 A I A SCHEDULE1a SCHEDULE2a FLOOR TO CEIUNG (TRAPPED) MOUNTING WALL MOUNTING MAX SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (D.Hd.1 & A MAX. MULLION MAX SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (P S F 1 &, A MAX. MULLION SPACING (FT)' SPACING GO' MAXIMUM MULLION SPAN FO MAXIMUM MUL ONSPAN(r]) ©4YS'X1/YMUWON 01 4W-XIIV MUWON G2 4YM114•THICK CA' FLANGE) MULLION @4W-xl4'MUWON O] 4-A-04'MULLION G 4kT1dR'TICCK 'RNiGLj A4D. 0)51011 I10015.Y 15410N 42y. �, 11 IlA10pA1 M JOA S8A 40A 460 80A 85.0 59A 65A ]8A 60A 48A 80A 950 12OD 108.0 110A I18A 1]O.D 1360 IJOO ISl.O t10A 145A 160A (N n 20 -D' 20•-0• 10'-D• x0'-0' 20'-0' x0'ro' 10-5' 1B'M' O'_' t'-6' IS-0• 15-0' 5 1]'-5' 12'-B' tY_]' 11'-)• I1•_1• 10'-8' 10'-2• B'-10' 9'-S' B'-1' B'-10' ' �a SOO J6A 4GU 44O 6OA 68A SO0 68A ]60 60.0 65A 90A 93A 100.0 Imo IIM Itb-0 14G0 1Yl.0 1]0.0 1350 1N.0 14DA IYAO 168A 1CO0 W ]0-O' 2W-O' 10'-0• ]0•-0' 10'-0' 10•-0• 10'-0' IB'-4' 1]'-4' IB•_6• ID'-B' !•-Y 1{'-]' IS'-]' 12'-9' W-2• 1I-T %I• -I* 10'-6' l0'-x' 0'-10' 9'-3' B'-1' '-ID' 8'-B' B'-0• '-0' OW9MATON 1 MMA1gN 1 tlURRAMII 1 OBRNU] 12 OR MRgN 1 EMAT00 2 OPoEN]A" 1 ORSMA110NI ] ORIBNIAMN 1 0.41FlRAlNI 1 ORwA] 1 dD ]-10' ]•-4• 6•-10' 6'-6' 6'-x' D-I1 S'-9• s•-B S-0' e'-0' b-0' 6'-B' S'_,F. b'-10' b'-Il' 6'_0' B•-0• 6'- • B'-1' B'-0' 6•-3• 6'M' fi'-5' 8-8' INI]RgR 2'-6' 8•-3• 6'-10• Y-e B'-1• 7-11' '-9' )'-9• T-Y ]•-)' 717• ]'-Y T-T' -] )'-]' Y-)' 7-]' 7_r ]'-0' Y-0' T-7• 7-i' )'-]' ]'-6' T_]• )'-0' ENO )-J' 8•-0• 6'-4• 6'-6' 6'-0' b'-9' J'-6' S'-1 5'-4• .p•_I• 5-4• 6-4' s'-5' 5-8' S'-)' !'-)' T_p• S•-0• !'-9' S'-f0' 5'-10' b'-11' 6'-0' 6'-0' 6'- • 6'-1• 01IEf00R 11-0' 11•-5• W-11• 10'-6' B'-11' B'-0' e'-Y Y-4• - 6•-2• e'ro' ]•-10' Y-9' T-P ]-0 ]'-0' Y-0' i'-0' T-B• )'-8' r-10' T-0' 7-10•, Y-10' Y-B' T'-8' T-9• T-9• dD 9-4• '-8• 8'-I• ]'-8' )'N' Y-6` B•-4' 8'-4- a-r 6'-3' 6•-J' 6'-0' 6'-4' 6-5 B'-6' 8'-]' 8'-0' V-9' 6'_10' >'-0' Y-0' 7-2' T-3• Y-4' 7-!' )'-6' -0' WfWOR 10-7- M•-0• 9•-T• 9'-]' B'-11' 6-)' w-v 8• 4' 6'-2- B'-' -10 )-9' T-9• ]-0 ]'-B' ]'-2' ]'-9' T•-9' )'-9' ]-10' )-B' Y-10' Y-10' )'-9' T•-9' +-9' )-9 d0 6-0 )'-r Y-J' 6'-11' 8'-)' 613' 6-2• V-2 S'-2' S'-1' b-2' 0'-2' b'-0' V". 8'-Y B'-5' B'-8' Y-7' fi'-]' 6-B' 8-B' 6'-10' 6'-11' 6-11 T'-0' )'-1' Y-2' 081PoOR 12-6' 1]•-r Y-6• tx'-6' 12'-6' 12•-0 1T-0' W-1D' 11'-0' 11'-• W-8' •-5' 11'-Y 11'-9' It'-S 11'-5' 11'-5' IV-5• 11'-5' 11•-s• 11'-5' 11'-5' 11'-5' 11'-5' 11'-5' W-!• t'-s' d0 9-6 81-11' b'-r 7'-11' )-0 Y-e' A•-4• 6'-4' B'-]• e•-0• V-3' 8'-4' 6-5 6'-6' 8'-]' 6'-6' T-B• 8'-10' ]'-0• 7-0' i'-2' )'-]' )'-{' ]'-5' -B' )'-Y dD T-Y V-11' 6•-r 6•-1• S'-11' Y-Y Y-r V-6 S-9 5•-8 Y-6 Y7 6'-0 b-B S-2 S'-10' 5'-11' 6'-0' 6•-1' 6'-1' 6'-x' 6'-]' b'-J' 6'-1 6'-5' 6'-6' INIH8d1 12•-6' 12'-6' lY-r 12'-r 11'-6' 12•-6• 12•-6' 1Y-6' 12'-8• IY-5' 12'-1' 12'-3 I'4 1'-] tx'a 11'-�l 12'-] 1 '-J 1]'-] 12'-] Ix'-3 fY-] 11'-] 1 '-3 12'-J 11'-J '-0 MD T'-10' ]'-1' 6-10 B'-0' 9'-2' 5'-11' b'-9' S'-8 S'-9' 5'-8' b'-8' b•-0• 6'-Io• 6-10' S'-t1' 8'-0' 6-0' 6•-1' 6'-1' 6'-2' 6'-]' B'-4' B'-4' S.-Y 6'-6' 8'-B' 6-0' INRIOOR 8-0 9'-3' 8'-lY S'-x' r-11' ]'-0' ]-Y i'-B' '_)• T-]' 7•-)' ]'-0' ]-] T-Y ]'-)' ]'-]' T'-T' -6' )'-Y Y-)' 7-]'B'-3' r-)' Y-6' )'-]' Y-Y )'-6' dD T-Y 6'-D' V-4• 6'-6' Y-0' S'-9' s'-Y 5'-P s•-4• bt4' b-4 S•-4' S'-J' 5'-6' 5•-T S•-)' w-Il s'-0' !-9' 5'-10' S'-10' B'-0• 8'-I' B'-2' VIIFPgN 12'-0• 11'-!' 10-11' 10'-6' 10'-2' 2'-lY 9'-0' 1'1' 8'-6' 9'-b'. 9'-4' B-]• 0-]' 8-]' 0'-]' Y-J' 0'-]' 9'-]' 9'-3' 9'-y 9'-]' 9'-]' 8'-J' 2'-' N9 8-4 a-6' B'-1' ra' rM' T-01 8'-10' 6'-10' B'-10• O.-IT 8'-10' 6'-10' B'-11' 6'-11' )'ro' Y_1• )'-Y r-Y )'-]' Y-4' ]•-r )'-6' )'-]' )'-8' INIHOOR 10-T' 10•-0• 0'-Y B'-]' B'-1 ' e'-]• B'-Y B•-S' e'-4' .-S• •B'-5' 9•-2• e•�l• B'-]' B'-1' r-x• e'-]' 5'-J' e'-Y B'-]' B'-]' D'-]' B'_i• B'-R' d0 e'-O' )'-]' T'-]' 8'-11' b'-J• P-IY 4•-B' 4'-B' 4-B' C-6' 4-0' 4'-8' 4-10• 4'-11' !b' !'-1' S'-J' 1'-1' b•_5• LVIEIIM 1]'-6• 1]'-6• 12'-0' 12'-6' lw- 13'-0' 11'-1Y 11'-B' 11'-7• 11'-6' 1'-Y 11'-Y 11'-S' 11'-5' END ]-6 6'-11' 8'-e' b'-x' 5•-0• 6'ro' moncII Ix-6' 12'-5' 11'-6• f2'-6' 12'-0' 11'-0' lY-Y 12'-4' IY-] 12•-3 1]'-] tl'-] 12'-J 12'-3 5,-8 !'-6 31-5 b'-B Y-6 Y-) S-8 S'-0 11'-!• Il'-s' 1'-!' I1•_5• 5'-9 6'-10' S'-11' 12'-] IY-J 6'-0' 6'-B' e'-2• 6'-Il' ]•-0' )'-t• 11'-5 1'-5' 11'-5' •_ 11'-5' 6'-{' 1Y-3 • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. 1 MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. NO MULLION 4 3 163 fiRIOR 111 II,,.,...CR �.]... 1 �P�l 'L rWONI�'r•S FLORIDA BUILDING CODE (Non High VNocily HeNinnR. SPACING: "S" A y R1)1 ] ,Rmi•lj' Q. 1,.` (4, I1 - �I \� 11 AL EN6� ]I,11 P.E. SFAL/SGMME/DAM nw)rzz:Irlx2aEMULLION dclN]IRwe ceuP6xv 4w w. xw w wnA n un. n.. rUuri-1in'. r.. twin-m� '- m0� °I0O"' 118mDA lr / 4ua+ Nautilus 6R.ND EXPERT SHUTTER SSERVICES INC. m7 161e iN. 663NORE 51REEf 17-244 PORI Sf. 6ub6. R. ]49e4 WMp w IIG/t leml >u-4ra4. rAa Iml m-w12 SCHEDULE 2b WALLMOUNTING MAX,SPAN IFTI FOR ENDAND INTERIORMULLIONS FORAGNENAS.D. DESIGN PRESSURE RATING IRS F.I. R A tr•0-MAX. MULLION SPACING (FTI ,a,,N91aialA M SACINO W ' MAXIMUM MULLION SPAN ('n 111X ILNIN Y AV SPAt>rKl MAXIMUM MULLION SPAN (R) OG4k8S11M'MUWON G141R'X114' MUWON 41) A'THICK CM- FLANGE) MIIWON ©4kBk/N'MULLION G14W*xI14'MULUON ((G2�� VxrXI14' THICK jLb'RANGE)MUW M1a10 (P.IO oR�INIA1ron 1 oRRn4npx 2 rmox 1 Do 4NITPIOR 011R6pR DN INIEPoOR RID aD IMA tl-0 11-T Il-0 9-9 12'-a• • 2-0 1 -T 12-a• 12-6• 1 a' li-6' ]OA ]'-0• 9-9 11-8 9-2 1Z-6' 12'-6' 13-e 10-] 2'-e Ile 2-e3aA tl•-o• 10'-]• 10•-It• 9'-2' Ix'-6• • 1•-11• to•-0' 1Y-a' 12lr 10'-r 1 'a' 2a0 12'-0• 9'-]' 10'-1 ' 9•-Y 12'-6' lr-ai 11•-11' lo'-0• 1Y-s' 10'-4• 12'-6' 1x•-0• a•-m• lo•-a• a-9• u•a• • n•-4• e'-e• 1r-a• n•-m• 9•-]• 1r- • 4aD 1]-0' B'-9' I a e•-a• u•-a• n'-e• u•-r a-e• u•-e• 9•- a-e•1]'-0• 9•a• toll. a'-1' ]'a'1' I -I" 0•-1•la'-6• IV-2' 9'-0' Ir-e• 1&0 2'-0' a•M' D'-' e•-r 1r-Y IV-11• lo•-11• a1•12•-0• o•-0' 12•-6'am 12-0• e'-9' 0'-e• e•-1• 12-0' IC-T• a•-9• 2'-a• lD'-T -6• 11'-6• ma 12•-W e•-1• .claw a•-r 1r-D• to•-4• %W-T' a'-r Yaw'•Ira- a0D IY-0• b'-4• 9•-s• Y-Io' •-a•0• f10--r%W-7- 10'-3• 6'-6' 12•-W 1 - V-1• IS•-6' 0a0 12'-0' Y-10' 9'-!' T'-10' 11'-r 9•-ID• 10'-0' Y-a• Ira• e'-r 12•-6•9'-r r-6• 11'-r' r-D• a•a• 12'-a• V-r Y-9• 1r-6• aa0 u•-0• Y-e• a• -a• ••• 9•-r a•-U• e'-r lr-e• r-9• 1a•-6• am u•-o• -e• e•-u• Y-r n•-0•1• 9•-e• alW 12•-6• ma• r-r I2'a• 6W 12'-0• r-r e'-m Y-r 11- • a•-r 2'-6• a•a• 12•-e•-Aa lra• Y a'-W e•-11• 1R-9•• 9•-S T'-IW 1Y-a• a• -Ill T-a• @•-a' lea 1]'-0• F-Ill e•-e• a' -It• l0•-0• a-0' 9'-a' Y-10' 2 T-x• 1'-a' AA 1]'-0' >-1 e'-a' 6'a' l0'-6'' 9•a' Y-0' 13'-e' a•-T• a•-11• 12•-6• �0 11•-o' a-0• a•_6• a• -a• 10'a' e'-!' 0'-0•T•-a• 12•-a• V-11• 12'-6•a'-4• 0-!' l0•a•• 9•-0' V-Y 120•a• UlW SILO 12-0• e'-!' a•-4' a'a' to -a• a•9'-0' T-!' 11'-r 6'-e' 12'-6''-0' a-3' B'-9'1' B'-10' ]-]' ]'-0' e'-1' 6'-B' 1'-6' asA 1]-0 a'-0' B'-z' _3' la'-1' T-11' e'-10' Y-]' IY-e' 6'-e' 1 •- e'-0'-r -• Slaw V-0• 2'-e' Y-10' e'-s' 19'-e' oaa 12'-0' a•-1• !•-0• V-1• B'- Y-B' 6'-e' Y-0' tr-e• V-r 12•-a• 9W @'-0' 0'a' T-10' a'-11• a -a Y-!' B'-6' a-10' 1]'-1' T'-a' a'-3' 5'-11• T'-10' B.-II. 9'-a• T'a' a'-0' a'-t a' 12'-i' a'-]• 12'-6• 0'-0' e'-B' T'-0' e'a' 0-e• II'a•12•-1• V-0• •-T' a a' T- o' a'-fi' 8'-a' 1'-6' B-e' a-10' lama' 1oeA 1 '-0' 101 T-0' 0'- • '-r T-1' '-0' '-0' I t'a' a'-10' 1 '-1' SCHEDULE90' (LIMITED LOAD MULLION SPACING 8. SPAN INSTALIATIONI LOO T C UNO PED OU EO MA%. SP O END INTERIORMULLIONS, FORA OMEN A.S.D. DESIGN PRESSURE (0.e.1.aAND FOR tr-0` (CASE 118 8'-0' ICASE8l0 a III MA%. MULLION SPACINGIAL' 16p(119pI om 1 Imam MAXIMUM MULLION SPAN (IT) G 41Txx 14-THICK MULLION GI 4'xrxl/4'THICK MULLION G3 22TxlWTHICK RANMMULUOIN MSp 1Y101e IP j t a6T V.fl013U1 II at OIROaa I (U)t Ym0a21011 II at laRNo0111 fit rn4mRl 1 (U)t 09DOM II at p�Rl St R9 I vw'O'm aD IMFet1R .. R D muaDR bll 12-D• 9•-11• IV -a' 12•-9• W-a• 11•-o• ]eD 12'a' 12a IY-e• n•-n• W-a• 111a• 4a0 12'-0' 121e• lima• W-4• W-6• 1110• @e 12b• - lr-!' 10•-11- 101-11• 12'-W - Il•-o' assa aft) 17-0' IT-0• toll)• 10'-7' t]'-v 1•-0' ee.o 12'-D' 11'-e` 0'-10' 10'-0• tY-6• 1'-0' OlA 10'a' I 0'-a' B'-IP 1Y-B' t1-0• lr _ 411 6•-D' I2'-e' 12•-6' 12•- 12• 6' - 1•_D• lea a'-0• ID'-B• 1Ya' 14'-0' B• Ir-O• 1'-0• 46D e'-D• - u•-e• 6 I• 1 '-'-6• q - 1r_0• uQN aDA e'-0• IS'a' 12- 1D'a• 12•-1• 12'-W eno e'-o• 12'-6• Ira• 1•-e• 12•-e• 609 9'-0' 12'-2' 1Y-2' 11'-{' IR'-]' 60e e' •121 - 1•-4• ]Dn -0• B-D• o'-o- -0' B•a• slaw qCw 575• 4DA B'-0• V Q`W9•-0• 9'-0' 9' 9'-0• 40.0 B'-0• slW o•-0• 9•-D• 9'-0• 9•-W-0• 9•-0• IaA e'-0' a•-0• 9'-D• 9•-0• slam aae a'-0' B'-0' B'-0'9lW B'-D' 9'-0' 9'-0' 609 a'-D' 0'-0' 9•-0• B•-0' 9'-V e50 a'-0' - o'-o' 9'-0' 01-0' 9•-0• - o'-o• B'-0 9'-0' 0'-D' 9'-0' 9'-0' 10D 0'-W 0'-0' B'-0' eao e'-o' e'-o• 1'-0• a- a" • 9•-0• 9'-0' uo o'- • a•- • • 01-0• '-C a•-2* • T'-B' • o'-0' 9'-D• r-B' • T'a• • 9'-0' 9'•d' ' NOTE USE P-0' IFANCHOR CONSISTS OF HILTI. INC HUS44 SCREW OR POWER FASTENERS. WEOGESOLTANCHOR SEE SCHEDULES 1 a 2 ON SHEET IM • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OFFRQPUfi :'•a. P.E. SEAL/SGNAWRE/DATE SCHEDULE2b' (LIMITED LOAD. MULLION SPACING&SPAN INSTALLATIONI WALLMOUNTEDMAX SPANI6IFOR END 0.INTERIOR MULLIONS FORA GNEN A�H.D DESIGN PRESSURE RATING/6.e.M.AND FOR tY4T (CASE II&S-O'ICAEE III MAX. MULLION SPACING (0)' 1®aTAgRas®a 1 ' Ia t �SPU2]Gat' PRIMUM MULLION SPAN /tt11THICK G4t1f1'THICK MULLION LG 0.TMUUIONMULLION W1tiN1PtT'''_---K0p0pIG R®]4laeaDaeo&m.aa0aDe kalDtDI (i qt Mt aD M N!0 DITMI RN 6atRNR -°'qP" Daa 12'-0 12-a• 12 - 12-a• 12' -e• W-r 12•-a• •''• 12'-V lol11• la-11• I2•-a• r 121W 0a' lo-T• z-e• Ila- 12'- r1•-9 10• 12'-B Ill& eDo -V na ale e•- 12-e• n-0• 2' o —r DOA 0•-9' B'-0' 8-0' B-0' 0-0• 9-0' am a-o• r-o• 2•-o• o•-a. o•-o• •-0• 4eA .-0. 9•-0• o'-o• o•-a• 9-0' o•-o• 00.0 allow 9•-0• 9•-0• 9•-a• Y-0• 9•-0' w e•-0• r-0• 9•-0• 9'-0• 9'-0• a•-0• comwmo ab• 9•-0' 2•-0• I 9•-0• 9'-1. s'-0• glW - s`W 9•-0' BSA B'-0' 9'-0' 0'-D' 9•-0' 6•-0' B'-o' G2a B'-0' B•-0• 9'-0' 1 91-D' I ' ' E - I000 •-o• -o• •-o• •-o• -D• Ce 0 INC. CODE (N. High Velocity H.rdm,, 2m audlus D4gnuHerSys" M/II4/n BAIT 17-244 to2wc r SCHEDULE.20 SCHEDULE 1c WALL MOUNTING FLOOR TO CEILING (TRAPPED) MOUNTING MAX SPAN (FT) FOR AND INTERIOR MULLIONS FOR A GIVEN A.S.D. MAX SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN DESIGN PRESSURE RATING (P S F) & AND 7'-EY MAX MULLION SPACING A S D DESIGN PRESSURE RATING Ip a f) & A 7'•0 MAX. MULLION (—�— SPACING.(ffl' MA%IMUM MULLION SPA (7D MAXIMUM MULLION SPAN (M YIN O1 O4X!'31lb'1HIDK (AS'.FLANSEJ MUWON 1111c ©4°x8]c114°MULLION 01 4518'kif4'MULLION WWWTHICK G2 FLAINGE)WALIO 0®N Wg1W ®4WkIWMULUON 4"XII-XI/'MULLION MiENI >pA0tl1°. OmEMAl1pN 02 Mip10 00 DIa+J (N ° OWFMANON 1 ,ONDOAOON ] OmEMA110N I ORiFN7A00N 1 ORIEMA7NN1 ] B{ai4 (N ° ONORATON 1 OmEMA00N 1 MEMAMN I 0%E ADON. 1 OmEMA710N 1 dD. INTERIOR FN0 OREmOq .FNO 00'ERIOR fN0 MIFAIOR DR1 NIIFROR ENO W R ENO INIEBAR No @OERNIR ENO INRAIOR. END ENO 12-0-R '_y >_0' -e' 2_a' 12-8' 2'-n' 2-a' 2-0' 1-1. 12-W 11-8' R-0 1-11 12-8 11 ,_0. 1'- Y-e' 1,- 1]'-e' lY-8' 12'-e' IT-0• 12'-B 12'-e' 12'-0• 2-B• 11'-8' 12'-n' 11'-e' M'-e• W-e' 11'-8' 12'-e' 1Y-e' >=o. _ _ 1 •-e+ 2-80• 2'-B• IS'-8• 12'-e' 17-6' 2'-8' 11'-fi• 11'-e' -e' 1'-6' 13'-6' i1'_e' 12'_e' 11'_B' 1-' 11'-e' ,-e' 13'-e' 1]'-e' H'-e' 12'-e' I2-W 12-e• 12-0• 12'-e' I3'-0' 2'-0• T-8' 11-0' 11'-8' 12'-0' 11'-e' Y-e' - 1'- i]'-8' 1Y-B• 12'-a' 11'-B• IQ'-8•W1 46A Y-0' '-W 12'_ 1 '-fl' IY-0'-0' 7'-0' 1 •-e' •''1Y-B' '-0•1Y-8' ix-0' f3'-0' 12'-e'>'-0' 13'-e' E12--12'-e' 13'-e' • 2t • f0•_ 1• '-e' 13'-8• 11'-e' 11'-1 • 11•_E• IR'-8' 10'- i' 11'-8' '-9' 12'-n' 11'-0' 12-0 I2_e -e• 12'_V>'_ W12'-8' IR'-8' 11'-]' tY-n' 1T-V 12'-e' I2'-B' 11'-e' 10-e• II=B' 12-e• 11-8•' 11-Y 178' Y-0' 1]'-e' 10'-0' 11'-8' 11'-6' 12'-8' 11'-3' 1-8' 12'-0• i'-v IY-e' I2•-e' l�°• ]'-0' 11'- ' 0'-Y 10'- 11'- ' @'-0' '-0' 1'- '-W I3'-8• I3'-0' ]0.@ 3'-1• 10'-x' 10'-11' 1R'-fi' 12'-e' 11 -0' it'-11' 1 '-0' 13'-0' R'-e' 11'-!' '-0' 1'- s'-11' '-8' 11-{ IY-8' 10'-10' 11'-S' 11'-e' 11'"' tY-8• >8A ]'-0' '-o• 11'-B' e'-11' 10'-8' 12'-{' 12'-a" 11'-e' 12'-e' 12'-e' 11'-11' 12'-e' ,-0' '_ @'-@' 10'- _ 1Y-8' -ID'-0' 11'-0' 11'-1. 12•-e• BOA 1'-0" 11'-8' 1'-e' 11'-{' 4'_e' Y-0' 10'-' '-]• 0'-00' 11'-f 0' 11'-' 0'-J• ID'-' I'-°' W-{' Itl-10' 21W 11'-10' 1Y-e' 10'-8' IO'-C 1 -' 11'-2• IC-10' 12'-0' y_ 0•_2• •_e• IV 11•-' 1'-u• 10'-x• ID'-P 12'-e• ID•_y u•_y ID'-3• s•-r '-a• n'-r n'-I • Io•-x• Is•-v 1Y-e• n'-s• 1o'-s• IY-e• T--OD' . 12-B' 0• @sA ]'-s• @'-0• 9'-0' 11'-e' 11'-0' tob' 0'-1' .•-e' i'-e• 10'-1' 2'-b' - B'-0• g•-Y H=3- 11'-J' 11'-1' D'-10' B'-IW 11-V 11 IOOA )'-0• @'-1 '_n' 9'-0' @'-Y •-J• 1 '-2• @'_ 0' @•-10' 13'-e' 11'-1' @'-e' ix'-0' • 9-10' a-10' 11, _ 1 _y IV-10• 9'-s' 8•-I 12'-0' f0'-@• @'-s' @'- ]'-°• B@-J 10'-I•. 10-10- ,->'tY-0 9'-7- @-S' -e• IB-8' B'-1' IY- '-0' B'-B' B'-°' 8'-e' IN-@' 1 '-]' 9'-4' A'-]' 12 @'-10• B'-8' B'-J' 1C-@• 10'- • B'-3' @'- • 11'-a' 10'- B•- a• 12'-B' mA •->• '-2' 10'-7' f0'-0• '-A' f1'-e' e'->' 1Y-8' 170.0 >'-0' '-D' e'-@' M-e' e'-]' B'-T 1@-Y IB-O' 9'-{' y_1' 11-0 9'-I1• • C- 8'-e' 8_ 10'-B' -@' 9'-Y 0'_I I' 2'-e' I2BA B'-e' Y-0' 10-8' 0'-8' @'-2' B'-It' _B' @'-B' °'-S' 2'-8' ]'_ 1' RE 1J00 >'-D' e'-{' C-A' >-0'. f0'-{' @•->• Y- • B'-@' -a' .9'-e' B-2' 12'-e' T'0 e.�. ByJ' >'-]• ID 3• @-P @'-0• 8_48-]' e'-0' 1]BO )'-0' B-3' Y-T 10'-1' B'-Y 9'-D' e•-]• IY-e• 'B'M' n'-0' 2'-0' 7-tip 1/0.0 >'-0' Y-0' 0'-0' T-0' @'-9 @"-2' B'-1o' 8'-8• 11'-0' B'-1• ]'-10' 1'-fl' i'-0' 7T•-t0' B'-1- I4' 0' B' 0' B'-10• n'--{' 12'-8' )-B'• 12•-!• d{eA ]'-0• 1'-10• B•-1' TN' '-S' @-0' 8'-@' e'-a' 11'-e' B'-I I' 7'-0' 2'-e' 11 a IeOA 7'-D• ]'-0' B'_1' B'-2' e'-1C B'_8• -T Y-J' 9'-0' T-8' 11'-0' 1 7'1• T-e' Y 1•' 7' W C e'-B 8'-P g_I• 7-e' ix'-8• 100.0 >'-0' '-0• -e' B'-0 '-11' ]'-]' ]'-0• 8'-10' a'- ' 8'-'/' B'-I' 12'-2' B' • ]'-3' 1 '-8• fe00 -1' • MAXIMUM MULLION SPACING SHALLSE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THATA.SM. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. i NO MULLION y I INTERIOR •!,� ! _ I MULLION I � ��FI ''� •; RAPIOA BUILDING CODE (Nan Rlgll Velocity Hurtkone Yene) ,11 02017 MITCO M Nautilus en•LC� "&' IL EC0ime. RoU1ngn ftr3w m WA4/17 va MULLION SPACING: 3 EXPERT SHUTTER SERVICES INC. 1n27�n• _= nw1 rzenxo a Exgw Emxa G@uPAx> uss a.. le> 1 w. m. avao. wma. n u,u ORE 1MW V..' i B4 m W4xa '••"•'�Il�\ 1=1 IOpALi�6)il'1 WWGN M nom (M) 74o:wi IN," -. ®uaaoei10 'mm A , Jr. 'I' {Ilnr •o-' " 6Nm aM1 •Y': P.6 SE41SI 0.47E IEm�w w'w v 4/4/2019 Florida Building Code Online r -i ! ` • r ��FIVFO µs R AUG 0 BCIS Home Log In Use Registration Hot Taal. iI Surcharge �ft- a Facts ( Publications Contact Us BCIS Site Map Unks Search rrnitti0 d Honda1� yr St; I,19 Deci.aaRm d1 Product Approval ' Cctl,7tY°^t g USER: Public User cr Product Approval Menu > Product or Application search > Application Ust> Application Detaii lCgNN�D FL # FL389-R9 Application Type Revision St. / BY Code Version 2017 uC/@ CO Application Status Approved County Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory I American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 M (561) 209-8263 bfeeley@easternmetal.com ®� Bill Feeley Trod ri guez@eastern m etal.co m REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Shutters Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received �j Florida Engineer or Architect Name who developed the Walter A.. Tillit, Jr. P.E. File Copy Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. 0 Validation Checklist - Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE. PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJw53MwsXdCOtOXQsoPMYK7UC8°/p3d 1/3 4/4/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks (top 3 - (Non-HVHZ) - Drwg 17-108 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 11 AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 BERTHA HV ACCORDION SHUTTER SYSTEM PDF Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile Level "D".Max span is 12'-3" for 40 psf Evaluation Reports positive ASO load and 13'-0" for 35 psf negative ASO load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 PRODUCT EVALUATION REPORT PDF HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and W-11" for 62 psf, 9'-11" for 55 psf Created by Independent Third Party: Yes HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79" for max. ASD pressure rating of +72,-72 and 84" for +64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter -Blade 1 Extruded aluminum interlocking blades retained by tracks (top Only- (Non-HVHZ)- Drwg 17-107 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL38.9 R9 II AMERICAN SHUTTER SYSTEM ASSOC.,, INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Approved for use outside HVHZ: Yes SYSTEM.PDF Impact Resistant: Yes Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f Created by Independent Third Party: Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HVS blade, 8'-0" for +64, -72 p.s.f. A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,+ INC. DRAWING 17-107 PRODUCT OF EVALUATION load for HV blade for Keystone mountings 7'-0" p.s.f. for metals REPORT.PDF stud mountings and 8'-0" for 110 p.s.f. for HV1A working In unison. See sheets 7, 11 and 20 respectively of Installation Created by Independent Third Party: Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks (top COMBO- (Non-HVHZ)- Drwg 17-106 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 11 AMERICAN SHUTTER SYSTEMS ASSOC., INC. Approved for use outside HVHZ: Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER SYST. PDF Impact Resistant: Yes Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Created by Independent Third Party: Yes Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back N.— Contact Us :: 26DI Blair Stone Road Tallahassee R 32399 Phone: 8SU487-1824 The State of Florida is an AA/EED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accesslbiliw 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 mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395.'Pumuant to section 455.275(1), Force Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address if they have one.'rhe emalls provided may be used for official communimtlon with the licensee. However email 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 click here . Product Approval Accepts: Em N hftps:l/Floridabuilding.org/pr/pr app_dtl.aspx?param-wGEVXQwtDgvYYHH2vJw53MwsXdCOtOXQsoPMYK7UCBg/p3d 2/3 1. BEAINA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON MS PRODUCT EV4.WTION DOCUMENT (P.M) HAS BEEN WAIMED TOR COMPUµCE W ACCORDANCE MIN T2 2017 (61h DWAIN) OF ME FLORIDA BUILDING MOE Wo ACCORDION MUTTER SYSTEM SHALL NOT BE INSTALLED AT NIGH VELOCITY HURRICANE ZONES, DEM N MUD LOUTS SMALL BE DETERMINED AS PER SECTION 1920 OF ME ABOVE BENDONEO CODE. FOR A BASIC WIND SPEED REMIREC BY ME JURISDICTION MOE MUTTER WILL BE INSTALLED MIN A DIRECDOM.WIY FACTOR l4i-0.05, USING ASCE 7-10 MO SHALL NOT EXCEED ME MAXIMUM (&S.D.) DESIGN PREAURE ATINGS INDICATED ON SHEETS It MRU M. 19 & 20. IN ORDER TO VEPoFY ME ABOVE CONDITION, ULTIMATE DESIGN WIND LONDS DETERMINED PER ME 7-10 SMALL Be MT REDUCED TO A.S.O. DESIGN WIND LOA05 BY MULTPLWNG MOM BY 0.6 IN ORDER TO COMPARE THESE W/ M. (ASA) DESIGN PRESSURE RATINGS MUTED ON SNEER 11 MPU 11, 19 & 21 W ORDER TO VERIFY TAT COMPONENTS AND µCHOPS ON IRIS P.CD., AS TESTED, WERE NOT OVER STRESSED. A 33 x INCREASE IN ALLOWACE STRESS FOR WHO (DID! WAS BOE USED W MM ANALYSIS MOMYFR, A WINO BURATON FACTOR CD-1.60 WAS USED FOR VECFTCATGN OF FASTENERS IN WOOD. ROMA H.V. ACCORDION MUTTER SYSTEWS ADEgMLY FOR MIND AND URGE N45RF IMPACT LOAD HAS BEER VERIFIED IN ACCORDANCE MW SECTION L6D9.1.2 V ME ABODE MLNIIpUEB 000E AS PER AW REPORTS: -W BLADE 0 10214.01-01 JU715.01-DO, JIOO4.D1-W, 1/21441-Os, 0"17.02-08. 00NOW-10 MO 10210.01-11 AS PER TAS-201, TAS-202 AND TAS-105 PIIIM SMO AS, E-1898 µIF E-1996 STANDARDS (MISSRE LEVEL D, WIND ZONES 1, 2 & J) M J122MOI-10 AB PER EM 201,'201.4.20 PROTOCOLS LUME MISSILE. -W "NNW BLADE 0 10505AI-08 AS PER ASTM E-1686 AND E-1DO6 (MSSLLE LEVEL 0, MUD ZONES 1, 2, J) BASIC' PROTECTION ONLY AND J 0725.01-88 AS PER TAS 202 PROTOCOL 2. W BLACEC) AND W WINDOW BLADE ® ME ENGWEORED TO NORM IN UNSON MIN UCH OTHER UNDER ME fiTNE L,,MOHS AND CONDTENS OU USE MUM ON MEET 19 ]. BERTHA NV. IDCORNON TONS (HY SCREW. USED AT SLAVES NNUCGLE AND FOR ONTO MOUNT CONNECTION TO TRACKS MULL BE 114.2.75• MO 1144.75• RCSPECRJFLY. 410-HT WGMUM SERIES COADNE4 STEEL SCREWS F(1TH 135A W VIED STRENGIN SYSTEMS IOU ASSOCIATION. SBRNCOL PUNS SMALL BE COALED O MR NV DACROSNMED CATNG SYSTEI AS-YAMAPACNRED 8Y APPROVED LAND MEVCATORS. PCgSTERED WRH M[RIGN SHUmR SYSTEMS ASSOCKRON. PINS RUST BEAR ME HV YMNNG.ON IHOR HEIp. 4. eWILL i-T5 ALLOY. ALUNW EXTRNSGHS SCOW. BE AMI O ASSMATTU ALLOY µIF TEMPER AS LOCATEDAR) ON SHEETS 2 IF 3. MINNUIM YIELD STFENG'M FOR 6O,,,T6 AL10Y IS MO W µD M, , FOR 5. ALL SCREWS TO BE STMNIESS STEEL 304 OR 316 ASI SERIES ON CORROSION RESISTANT COATED MOON STEEL AS PER DIN NOW MN SO kM MIN. TE11) SMENGM AND 90 W MC. msS STRENGTH. µIF SKALy COMPLY W/ FLOPoA DIAMOND FADE SECTION 241133.4. 6. BOLTS TO BE AMM A-307 GALVANIZED STEEL, OR AS 304 OR 316 SERIES SbINLpS STEEL WRH W W MINIMUM WEED 51RENCM, ). SEE THE FOILOWNG MOO TOR ANCHOR SPEgFICATOHS W BLADE 0 : 1203,14,15 AND 20 W FADE 0 & @ WORGNO IN UNISON: 12, 13 & IS & MI5 BO MA H.V. ACCORDION $NUTTER SYSTEM SEARS A U.S. PATENT /6'779.582. MIJPONENIS OF WIS.APPKWA µE COVERED, IN WHOLE OR IN PART BY U.S. PATENT JV41M.170 ISSUED TO WON METAL SUPPLY, INC. 9. T SHILL BE THE ROPONSIBUTY aDUE1WNTOACTOR 10 AEUFY ME SDONDNESS OF WE STRUCTURE WHERE MUM IS TO BE ATIACIM TO MSUNE ROPER MM,WL CONTRACTOR TO SEAL/CAEAN ALL SHUTTER COMPONENT EDGES WHICH REMAIN, TNRu FASTENING IN CONTINUOUS CONTACT WTM THE ETIM MD TO PREVENT WND/,,N UITRUSON. 10. EACH UNIT MUST BEAR PEDAµMF LABEL W A VISIBLE PLACE WIM WARNING NOTE WRpIG PEWO,S OF U,,ME WMNNM K, E OOHED. TENMT OR OTHERS, MAST PROPFILLY CASE ALL NY AN, M LEIRANAIES µIF ENGAGE OR. LOCK ALL MY µIF No IDCKS. I I. SHU TEIR AVRUFACNRAS UBE SMALL BE LOCATED ON A READILY NSICE LOATGN AT ACCORDION SHUTTER C =01RO NCE WITH SECTION 1709.93 OF FLORGA BOLDING NOT. CUE LABEL ,,L BE PLACED FOR EVERY OPIUM- MDEUNO TO COMPLY WON SECTOR 170.9.2 OF ME FLORIDA WELDING WOE 12. BFRTA AELIED MUM SYSIEN'S INSTALLATION MALL COMELY WITH SPECS INIA PERMIT IS N.V..V.MO IN MS CLAWCO PLUS ANYOUGOM2'O G µIF NKNG REGULATIONS PRONGED BY ME JLM6CCMN WHERE V. TO. I MUM la. (a) THIS P.ED. FROWNED BY MS CNONEER S GENERIC MD DOES NOT PROVIDE INFORMATION FOR A 511E SPECIFIC PROIEEN L. MOE THE SRE CONDITIONS UOM,, FROM THE P.ED. (a) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION. RARCULSE MG se"ALAMN WCLUOID LIFE SAFETY OF EMS PRODIGY, BASED ON THIS PXE PROVIDED HE/SHE DOES NOT DAA1E FROM ME MULDEDIS DENIED DU We ENOUNCNT. GONSMNTION SAFETY AT 511E S 111E WNTACIOR'S ROXFOKSBORY. ((c)) THIS P.E.D. WILL BE CONSIOEsm GYMJD F ALTENED BY ANY UEAJS. M SPECIFIC ARED BY A FLORIDA RECSTEAEO REVIEW.POI4NE FOR ME PROPER USE OF WE P.E.O.MWNEER OF R ACKKI AS t ORELEGAµ TIM ENGINEER TO ME PLO. ENGINEER STALL MENU 10 MS LATER ME 511E SPECIFICHOR.AWWGSEFDA (A) ORDINAL P.M. SHALL BEM ME ATE AND ORIGINAL SEAL MD SOAMNE OF We ENDINEUR OF RECORD TAT PREPARED, R. GENERAL NOTES SHE I SYSTEMCOMPONENTS 1-20 SHEET 2 SYSTEM CONPONENTS 21-37 SKEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 MOT' 4 TYPO sWNMW BADE & WINDOW DEWL AREA 2: W BLADE n AND IN WINDOW RI AO 6A (WHERE APPI I(•.ABILF) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 9 INSW}ATION DETAILS A-F, CONCRETE/BLOCK SHEET 5 INSTALLATION DETAILS G-M, CONCRETE/6LECK MEET 7 CETERMATE DEMLS MY MEET B CEMENMATE ALTERNATING DETMS hV SHEET 9 No CONNECTION BEAU 1-6, CONCRETE/BLOCK SHEET 10 MAKIMUM SPµ TABLES SHEET It ANCHOR SCHEOUIE- CONCRETE & BLOCK SHEET 12 MWOR SCHEDULE- CONCRETE & BLOCK( SHEET 13 ANCHOR SCHEDLAE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD MEET 1s INSTALLATION DETAILS S-K, WOW SHEET 17 END:CONNECTION CETNLS 7-12 & X. WOOD AREA 3: HV WINDOW RIAnp Q MEET 19 ONLY TYPICAL. SHUTTER ELEVATION MEET 19 AREA 4: HLY WINDOW RLAp (I)ON INSTALLATION OCAS, METAL STUD WALLS Y SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA ..... .....,�V� OMl] EaTEDO, M. ASKEW METAL ASMETH. SUPPLY. DNC. u:: ice •.,? BE V,M �tsrc _,� A.S.&A Accordion Shutter System 1[{fJ' RV. MAX g1 W/ CR W/O XV. BIMLOY BLADE L IMP TILLR TESTING &ENGINEERING COMPANY American Shutter Systems N. N usss.o. mrz ouwx Br: Le ;7•� aA eau UM— SI, m. wa. MPTNA GMID(L e:vu m1 Association, Inc. 1 ato 15-ass 7!n 1 mlE, 07/27n Pna.: (aos)en-uaa . Fe.: <am)I>s-las: 4268 Weslroods Drive a :F�s •"••.R.•6•'`Is� ® MiO��yw^' West PDIm Beach, FL 3J407 a DRALYING No S/ONAL VN II' .MHR A n.1, Ps a � %—i �7 P.E. �N VSF&1dtAY(1RE/DATE rtolm.A uA. I ulm a CYeR ( HV SOLID ALAD COVERED UNDER US PATENT R 5455t79 HV WINDOW BLADE/ OF USE OF 81-9r-WON SHEET 19 QUAUFIED FOR Ui9E W/ w K;, 6• 11 HV CEILINGHEADa 0 nED FOR USE W/ HV BLADE I ONLY, SEE SECTIONS FOR VALID 6063-76 ALLOY AND TEMPER ICIXMNVim I I.00]' (g SIDEANGLES Q FIED FOR -USE W/ HV g 4,999- EOHV INIV RSA F OAT R OUAunED FOR USE IV/ HV BLADE(D 6005-T5 ALLOY AND TEMPER i( HV HEADER/Si OUAUFIEO FOR USE IY NV OWE�ONE 6063-TS ALLOYY AND TCMPC ALUMINUM ANGLES OUALFIED FUSE W/ HV BLADE I ONLY. 6063-T6 ALLOY AND TEMPER OO ALIGIEO FOR U(O$I)E W HV 6063- BLADE ND T6 ALLOY A TWPCR_ @ HV WALK —OVER TRACK QUNJFIEO FOR U((1��1SJJE W/ HV 6063-T6 ABLL�DYE11 TEMPER CaOmT A 6UM 1/8' L0 9 X 0 0 02017 mum. me, > �L * TILUT TESTING A ENGINEERING COMPANY Am aw. U. a W. 30%w1 .w .rvy31 PMm I (005)621-I539 . Fee: L]0.M1IeT1-U31 Jc P L H167 @5 HV 90'/180'\STARTER OUAVFIED (�OR USE W/ W BLADEI 6063-76 ALLOY AND TEMPER 99X'Azo 842 8 1 • O9 HV TRENCH TRACK OVALIFILAFOR ONLY. HV BLADE n ONLY. TEMPER AwSwSwA. American ShuHar Sysiems Association, Inc. 4268 %Yestroods Drive West Palm Beach, FL 33407 KY. HV RAINGUARD QUALIFIED FOR U($)E W/ HV 6063-T6 LLOYEAFU TEMPER. ETI INC. AIWNG No 17-107 =rzm r"r PW! PI iAaNr nvoeIo" © SACKER FOR "T" IOCK CENTCQNA7r QUALIFIED FOR USE W/ HV SLADEQONLY 6063-T6 ALLOY AND TEMPER cl on x14 a IN QUALIFIED FOR USE VI/ HV BLADE L ONLY fi06l-T6 ALLOY AxD T[MPER 3© HD CE wUlETE~/ ��� r:'1 OVALI 063 FOR USE N HV BLADE 1 @ A 'CS' 6063-i6 ALLOY AND TEMPER ® LOCKING RODLl QUALIFIED FOR USE W/ HV BLADE(D 6063-T6 ALLOY AND TEMPER )INSTALLATION WILL REQUIRE A 711W tl 9 >5•D i6 HV 3,�8"�6—i6 ACET� ].161 5 S � I 6 h OUAIIFIEO FOR USE W/ NV BLADE f $ 1� 606l-i6 pLLOV 0 T[MPER 3T—t/YT J l/PP 5ERI C S S THUMESCREWR OUALIFIED FOR USE VI/ HV BLADE D SAS• 0Is O A• D0 _ CC IIAI S"4'OVYR 'Awn,. SNW V.VPMID "Ne s C„vyY1l lauaa' AUTED) BY—ERBY-EMSS LOCK GUAUFIEO FOR USE VI/ HV BLADE(Bh @ ONLY. 7 te• ]so• AFTER RNEfwG BEFORE RNCTINO 1/4"0-20 RIVNUTO ;Ton-n Auav7 IARLE EWIaE rn„ M. AS MET 0" c AYDFL M. tax TD"a orosr m coati F0 I USE TV/ NV )E ONLY. `TNWBrUM COeIDERM KLY LYL04M O87!• Mi 1 .ITS• Ma.. IINKgIlpyy CRv10EA OR MCI t. t6n LYMNOER Iaa uer. ® HD LOCK BY RECO T HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOON. ^-^OUAUFIED FOR USE W/ HV BLADE 1Qh @A Lrt•P�•\CE.-T Nq/r e:on MUM.we 02DI7 FASI[RN METAL SUPPLY, Me. 1101, IV A S S A T AL� n m Accordion Shutter System Hv. LiALE at w/ aB w/o FLv. wEmv IuaE • G. * TIWT TESTING &ENGINEER ENGINEERING COMPANY American Shutter Systems r, D A "man gpg W. La S u6A K... am. P" „� SDa DAvSaq ruPa ut Assoelatl0n, "C. t aD Is-DBs 27/n 'EfisiE:a�)en-law . re.: LSm)eTI-Iml 4268 Westroads DriYe f •:2 ...... ;a�dAp "ate s r West Palm BeachLfi. FL 33407 A ND PF CFAPIW EW aA'inme� �% SHUTTER ASSEMBLY SC ED LE FOR HV HV Q HV BLADE 1 ® W BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING Q W NYLON HAT WASHER © W WHEEL CARRIAGE AISI 302-303 SERIES 0.670'0/16- THICK NYLON WHEEL. 0.168'0 AISI 302 SERIES S.S. RIVETS Q HV 1 3/4' ACCORDION PIN W/ BB Hun s ® W 2 3/4" ACCORDION PIN W/ ®B HEAD s ® POLYCARBONATE IMPACT RESISTANT HV WINDOW EXTERIOR QOR ® i ®. Gr p3 ^I 1 " L rr5[C NOR (OR P[WIRCYCNISj I QGR RE QUIREMENTS AT EXTERIOR A' &BE KNUCKLE FOR ��� III � OR (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® $,6 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1� OR HV ® BLADE. TYPICAL SHILITTER ASS MB Y h1s. (2) HV PIN ®MAY BE USED IN LIEU OF ®AND ONLY AT ©D"�AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV OI pa324• euDCs KNUDEIOPR., BLADE WHEN CORRESPONDING TO INSTALLATION "It", SHEET 7. 3 (SEE NOTE • FOR . Ir 0 REOUIPEMENIS) (3) HV PIN @ OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHERTYP I SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, "' SHEET ,WG FEEL CARRIAGE ^. . A^IC��CEyB Y LAYOUT ownrTnrzlw. Ixc. I� EGGING. TILUT TESTING Jr ENGINEERING COMPANY W]f Nl N. 6. SW Sm. NP. mAe)q i1pN ]] Plwn.: (M)PI-ISM . F. Ee-appens N41[R A iWlf L. P.E ROROV. � I .ITS) 12" J. a TO ELIDE I8]5' E I JO}5• MV mNOaW BIAOE .06}5' 6(LL-E .O63S e35' OUOEY 1875Y KNUCS]E '0 DPENm .06}5 IY OYPj 0.062 nAT F am R R1.T N Ns}. X 3 7/0' WN. NY "DOW I c" SEPI.WIION s]. ORmIAlE .0625't 66}5" 17500• OPENINGS p s 5/4•s s 1500. ] 1/! C UR RrnrcsN TYPICAL HV WINDOW B D h POLYCARBONATE HV WINDOIN N.T.S. *POI YCARBONATF IIAPACT RESISTANT W MYER MARROLON 3103 POLYCARBONA7 12' III, OE RESINS, UV-STABIUZED GRADE OR SAS TO suA' DO M INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE 'F- ON SHEET 18). ��:11�:I[•T,7 POLYCARBONATE SOURCIF4 RAL/913SdtT TIii4 L®p1l(S pyplp0_. .®gym o/n 0.0.] �'.L 0.M! hµL hLLm% l IN, YI.N,' N3Is WRY/1WI W.cLt4 C-1 q1.4Sor CIOW" WlY OIW OM YTa64C 9iWgML !iW hLL plb0 NE A.S.S.A. Amerlccn Shutter Systems AssaclatiGn, Inc. 4268 Westroade Drive West POIN Beach. FL 33407 ONE. Accordion Shutter System H.V. RAM #1 W/ OR W/O HV. WHOM RAM AWING No 17-107 I E ECDONECONENDTAILS ON EETS '0 TYR. nua GHT. III =-Um m• t 0. 0 ©? f3 0 0, 0 0 © �I �a�fa©. 7Oa 8Oa10 •�� TYPICAL M HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE 2f of k$ SRALL BE USED SPAY FOR SPANS UP TO AS AN INSIDE OR OUISNI RAT HEAD S.S. M.S. LLO SHUTTER OVATION. ALSO BE USED AT STACKING POSGION ATTACHED AT TOP B MA%MUN 1 S. FIRST A DF SHUTTER SPIN FOR ANY SPAN a FOR INSTALWON$AAT ANY ATTACHE) TO RJ OIT R� LOCK SHALL DE AS INOIC.A JRGY PURPOSES, UP TO TWO TN ION=F LOCKS TO CENIERUATES,J 1A ..11 a.o. ,nu —.a I. VH GLNIFJI— SHALL BE MADE W/ 1/4'0-2N3/4- ALUM. RNNUT, AS SHOWN ON 3ECTION HVE, SHEET S. ON LOCK SHAH. BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, a- UAWMW DGWITION /A.RW KEYSTME MOUNTING INSTALATIONS, ONE HV LOCK 'F] w ®or ® SHALL BE USED AT 1/2 OF SHUf1EA SPAN FOR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPARS UP TO BS-, AND FOR WSEALARONS. AT ANY ELEWTION. HV LOCK 6 Of 0 or @DAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO 0 of ® SYMMETRICAL CENTMMAIES W/ (2) 1/4•_20 A 1/2' LONG MT HEAD S-S. M.S. LOCATION OF LOCK SMALL BE AS WICTED ON TYPICAL $NUTTER ELEVATION. USE OF LOCKWO RODS OW/0 OR ® TOP AND BOTTOM IS COMPLETELY WJIOATORY. L4 4E 4 .LE . [W4 ,• : ONE ALTERHATE RD LOCI ®.MAYBE USED IN UEU OF HV LOCKS OR MR ANY SPAN AID INSMLAWM AT LOCK. AITACHUENT BF HO��A,, ETL,,ATON. AIIERNATE RD L00I (a MAY BE USE) AS AN OQDE OR REINFORCEMENT NSERT a AS SHOWN ON SECRONS Roe- ANTO XOC� MT,3SNEET 10. LOCK MAY SE NSTAILED AT MIDSPAS OR 12' UUSuUM BROW OR ABOVE MNSPIN. USE OF LOCKNC RODS & 5 COMPLETELY OPTKRw- ............ EN •' ✓ = V SF ;••' 9 D2017 XTECO, RIC. 02017 EASTERN META SUPPLY, NG E Accordion Shutter System + `; � IL ECO,,.G. A■S■S■A■ i •' l i * ' TIILIT American Shutter S'i•9(BM9 H.K EUDE pt W/ OR W/0 4APA0•V BLADE . p pLSLR 1 01T2 WMVM fR: Lp 9O '•w TESTING & ENGINEERING COMPANY aaa ay. peu. As9oClG}TOOL Inc. 1 OLp 15-GRS wTG 02 2) 17 F TYYY m., 1.1 am, x2ima r�nTms, namA ane Pl,a. v (30A?I-1510 . Fe.: (NM)BYl-11AI 4268 Weetroods Drive •'-:SS/ "....... .'v 10 ANAL 2 o r"27/11 DRAWING No ym^ 671 West Paim Beath, FL 33407 EN „II WAR A ¶MR b. P.F. 17-107 P c ccnl7tllTK/Sli'ior /WATT ��• pc f aAlB7 3 ,,, ,,,� POURED POURED HOME ANCHORS (SEE SOHvxAE GIN REOURFD RECOURREED ETE SHER 1]) ANCHOR& @@g, (SEE Y2YMRq�M vl0 1) (SENORM E SCMDUIE ON SHEET 1]) EO EO. M"mIME SGRfNS •' • r �" . 1%1•`l __••• 052 ,/R•-10 NUf9 �� ;/2• I 0 1• O.C. E 0.� �. �• .230' boa "' 3 OR 8 I— � sso• • E 1 I wa � oPTNa1uL ) � I ux �RwmJ ' roaJ®I� y I OR Ew5N1a ) armm�QA ' I 1 c O ;_ Sn'A ro cuss I I (SEEEE SCXEOULE ON SNFR „) IRSIIRG I CUSS—( O BQ HV WALL HEADER INMA I ATION + KEYSTONE [nsnnC G'�yyy / 101 rDNPIOJ I OR 1 L II II L mat saP RSp- To ER..55 1 / Iwm.W ( Ci ) (sFE sC11EWON LE SHER ,I) O GmUUO �m•EO y "Isnuo ' O• JS _1 •L / % f Cmn& _ I 1 1 I \ /". 1/E' Mea E O.�r it _� 1- _ L D:� � II �•��/I' I 'LLLJJJ-r-_VT 19 3OR NOS . .� �- Eo 11wI4 -- r 1• � EO EO P1/4 NRLP$ TRUSS HIM I 1/4•0_ CON CRRE ANCHORS r I R MACHINE SCREWS USING L.-F ` % 'y CONCRETE ANCHORS IRUSS HEAD MMN NERSCLRENS I. 1/4-20 NUNS 0 12' O.C. (SEE SCHEDULE at, PoUCON CENT BLOCK (SEE SGNfCVIE ON SHER ,S) UK POURED CONCRETE SHEET 13) W/ 1/4•'20 NUBS O 12. O.C. CONGiflE BLOCKOR W REWIR[e rY%'� CRRE ANCHORS REWIRED CLOG[ HV WALL SILL INSTALLATION RED aoNGJE1EJ Em 0uijnoa ON (t)HV WALL SILLINSTALLATION OR CONCIJRE eLOCR W.NL REOpRED EQ HV WALL SILL INSTALLATION NmE NR ttMJRM 1NIN Lr .TG110YR: 1_ SEE S,REY, FOR ryp,pL SRmER INSTALLATION DETAILS W/ • L 0. EOaF DNSTAJCE uo xrwD $EanaNs uv eE coyswED (SEE SPECIFICATIONS 0!J Sim 13) ' auaE'�"�J"�I°E� FOR C1) HV BLADE w A1Jr WAY TO SUIT AYY MERTµlAOMl. r ,rY 11' p A. •T! '�•. FLORNA BIIIIDING CODE Hon Nigh Velocity Hurricane Zone \\\, '�.%"VCEN$F+.,`'g@ Wan TRTEm• M W2011 F/S1FAN NiT SUPPLY, INC, AA ��++ ww ERT 4 x JIliN�7■S■Ii■ Accordion Shutter System • L G C 0 1 N O. KV. 9AOE p1 W/ OR W/O HV. WINDOW HALE •t r WR1\d TILLIT TESTING A ENGINEERING COMPANY American Shutter Systems V. x o(somrnoN RLx,1 BW La.. d•'••. <ORIO . ��1(, .,\ WSs x.H. Nu. Ea SW Sol NRa. CJRUWS. n m1e AeeOClptlOn, Inc. 1 OLD 1]-085 5371714. m/21 n er w ; pos)n1-moa , re. ; (p eim-1n, 4268 Westroads Orin 3 SAONAL10W" ` Ewe W1ie .o Wast Palm Beach, FL 3J407 3 DRAWING No oasn2lE 17-107 ./I/. W.LLiCR A 0:57 P.E.'SEAL/SIGNATURE/DATE r10R0A 11' 1 Mlex 3 SHEET s B OF 20 C (SEE SCI¢OUtE ON SKEET 1]) -. e = I I 1 OR ®a I A A EWE Or U 7 11 vm la 0. mm o C'�-'I I •J c m wmx I f(4t X[ I. ,/ / "E 4X! Ap E1O51 � RlCama® I�Ixi awC i Om nT r f -.•_ i i � ///,'�', / r�EE f r "ice 1`0 7 07'/' ✓/,',/f, \ I umEwre I I ""°oR r .3 I awn u) \ I - I 9 SEmUN cuss I I M OP I s J I 2ro 1pAL /10a]/X• HIX WISHER NEAO TEN stR4vs i ( o Lr o.a J (Su SCN MIDHDR$ (SR CHFOULE ON SHEEr 13 8 % / /• � ! rr!' ! � APPUV FDCCa_I �.• r /.//i 1 / / E Of ' APPDCIBIE 1/Y /. / /r MPNUeIE SDI/8 6 10 aAwr"u(sa ! r r r/l'. !.!J/ / ' 0. CONCRETER HEAR ANCHORS i nlII5ma Q9 CONCRETE '' .Y q01 MT HOD CONCRETE ANCHORS (FEEFLAT SCxEDUIECOM REQUIRED . 0.• E. 0.- (SEE SCREDULE ON SHEET 14) 11 TRENCH IN TA eTION HV FLOOR INSTALLATION HV t WALK -OVER INSTALLATION GRDNPEY fORREOPRAPTOsct]a0, FOR SPANS �GAO. PPAFNFS APSE.RHV I ING INSTALLATION I 1 WXCNLIE AAT:HORS SEE ON-71/.bgApLDI fSxECT I r I n11911ND ISEOUIE ' CUSS [p5EI11C—{ CL45 Pn txNx Ie us -4g wml.. a xn. le IXASIWC CtA55� —� 2aP W OR t/Ab r4.lID nst49n u. xcam w M 1 1/4• I I we E0 o C M ue. rw w snw I.•y YMf. l I IIM%. ! / ,' .• QC IPi _I.WZR TMY 1PN9N a 14NM0 M lt9R I uLL IAIY ATmm, MAD i , s w1o.s/xN E,ti.'"/ i am it raR wr Iraaa a �I IHxO/P HU HEAD I TR SCRVws 1 S B• I Yx TV SCREWS D 12' O.C. I /! 1 ]/e• / B CCrw. FrvJR i I / �;.. O 9• D.C. OR 1/XY-29 SS YS. I W/ NW O 9. O.C. CONOFam AWOIDRS `` (SEE SCHPuLE ON 6 _ _ 1 % ('t' 6 . 77 11x.5/4• 5-0S. O 9' 0. C ! , /_ __ , 111/x I %l /'' I/.Y-90J/' 0 us F V50.6' �10 I SHEET H) I/ .2 1/2 % - Yox 1p'r xue O 12. 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MR MXX SNUIRR E. 0.FOR EOCE p$TMICE (SEE SPEORVTANS ON SHEET 10) TO AN OPEPADLE Car NCE F-ri, a SEE WARATIONS OF USE FOR BODE©ONSNEETt9 �EM�Y 2- YOUNRYG SELTONS CAN BE C0120NED INSTALLATION DETAILS W/ HV BLADE w ANY wA, TO sun Mn wSTAlunme p'" A A. j '-� FLORIDA BUILDING CODE Hon Hlgh Velocity Hurr(ccne Zone �'�jCENgF :,,✓y Rxen 1¢TECD, we 0", EwsrzRx uEra wPPEr, wa gC- A S S A BERny S a •o ° •' 9% TILLIT TESTING a ENGINEERING COMPANY American Shutter S stems Y steml� Nv. a DE g1 w/ OR w/O Kv WNDDN BADEAccordionShutter " x enunnex WE Iv4wl an Sc Sm oNvDA Association. Inc. I OLD Is-Oes L.n "..... uS C� /ONAL . TI_I21 4266 Weslroads ERi. West 2 T ]T a w e DT/2T v 0' EN�\,111' 0-� 1e16 to Palm Beoch, FE 33407 s wM.l[R A lwlr h. 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SEPARATION @ ®" # INPEPoOR 8 • ®• ON SHEEP I,) ro auss ONESNEET IlE IN OPTIONAL 3 p _� (INIFApR) I i OUT —.--- — — — — — — — —. —---- LCONGREE. . ANCXORGO 2 Ie; O.C. 3 v RIEs 3 # 9tl * " (EZIERroRY ' ® OUT 8 ,/3" NA%. SLACK HVD OUT IE ........ HVE HVF** FLORNA BUILDING CODE Non Nighu VelocfHurricane Zone ... �;✓� ? emlY m,rao, a+e ®xon EAsfERN nALry =MY• Inc. = Accordion Shutter 3 stem I L1 E�� A. S.S.A. NV. 9ADE @1 W, OR W/a KV. WNDOW System American Shunter s}erns n. x Rocmmal air Ow..n Rn Le • F�. ,2 TILLR TESTING k ENGINEERING COMPANY system, Association. Inc. ..o`•.. ' •si dN use,... xw a u..:ox ouL asools, npp AI[ I an Ix-aes T/n/n DIM 07n/Ir _ Ph".: (305)en-+xm . rw : (=)an-Im, 4268 %Veslroatls Drive `-S'ONAL ENG�,II' m-pmo` ", West Palm Beach. FL 33407 s DRAWING Na r ///I/•I VWGA11Wr J•. P.L / 17-10/ P.E^SEAL�SICNANRE/DATE naROA SHEET e 8 OF 20 ALTERNATE S "T" LOCK 0 HV MALE/FEMALE "T" LOCKS CENTERMAT S 8 7� LOCKERS V BLADE a SEE ENO CONNECTION DETAILS ON SHEETS 10 b 1e OUT .IN 'r— ewr msvc. m.n mr, omrna au swn a o©r M YNNGYI NO1.ttN BIIK00"M Nb-NM r 7 B c . nmxnrza ax n" s"a, unr es uzn Ean s,a all nlsmu rE n-%. R.IT ,A- nm ar iu n # sg rerz E rm+ uv locx® , T 1au, aN s,rt[T a t svr® o«. Nio"iw (�.-n nuv0 wvx roux Iw, 59Lr xY1Lrg1. VMI / OW. M urwN.clu®n ♦we awv WaM Ya ss+COM, MV AiSn may m [a". ---------------------------------- %6Y5 . IY rtu N.ort. 3 30 HV "T" LOCK (INSIDE) EE 1 28 9 1 6 OUT 2 1/a" a-20 x I l/Y S.S.M.S. w 1 7/e"0 x 3/32" WINGNUT. ®O HV "T- LOCK (OUTSIDE) rr.r1,�'�rr.. 2 117v* HDD—HVDt* FLOATING STACK CMI7 mrcCO, dC. �LT�IE 0 TILUT TESTING & ENGINEERING COMPANY .vs u.r. >ae. s,, ar. aox versa aaaors. nam.. v. nna...e racs)m1-mao. m.: am)en-Ivl .-..0 m.weax<nm [9-OOOan9 AA NLf 44 VS. M nosmr, ue I .xe7 4 . 1 L x e v v_ _____ chi c,Ti.__ff ---- Ie 0x4 O+vJ A.S.S.A. American Shunter Systems Assoctallon, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 KVr HARE #I W/ OR W/0 RV. we No 07 LOCK ABA OC[W P� WALL TAUNTING - MAXIMUM SHUTTER SPANA' 'L+ OR -L-- (ft.) FOR r Or WSTALLATIONS W// ®OOS�osr ONE NV LOCK or � or W/ ONE W/ NO LOCKING RODS (SEE NOTES T: it) MLOI©EG sTAILATIWIs D 1 p6p1 CGN ME & WOOp wNl. ItdAHINc RaOR/COUNG HUNTING .T°wJ, ROOR/COU G Nouxmx SCHe11111F W.R IMUM SHUTTER SPAN*"L+' A 'L-' (ft.) INSTALLATIONS W & W/ ONE HV LOCKS OR W/ NO LOCKING OS n (VAIN FOR MOUtmNG Q sHE[I T) CONCRETE omtx WSTALIANONS H RApR/COUNa WJMNy b..A.) GR (a -) ROM NL M' I:l A) IFJ 30 15'-0' I -G- ]S 15'-2' 1616'-1p' 40 14'-2' 157-2' 45. 3L4- 14'-3' ED 12'-3'. 13'-A 55 11'-1' 11'-11. 60 IB-Y 10'-1H' 70 B'-9' 9-4- >5 LEGEND I7MIAA.NSORW & WOOD WALL E, M, N; 0, P, 0.MOUNTING L R, S, & V.FLOOR/CEILING, J T, 0, W & XMOUNTING 0 MAIGMUM SHUTTER SPAN li Ofl '1.-' FGR WSIAUDONS INTO WOODSNALL BE UMIIEp TG IDS P.I. ASO. DESIGN PRESSVPE RATING t NV CORNER CENTERUATE #3 MAY BE USED AT ALL MOUNTING INST4 TION$. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION y2 NOTE 0. SHEET S. tt EXCEPT THAT MASMUN SHUTTER SPAI 'Li' OR %-' A10 MAIkLN AS., BMW PRESSURE RAYING FOR INSTALLATIONS INTO CONCRETE OR. CONCRETE. BLOCK SIW.L BE LURED AS F ,,,,: 1- CONNECTIONS TO KEYSTONE MOUNTING UNITED TO +64, 72 p.l,J, AND 8'-0' $PAN, SEE MOUNTING(R)ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 0 HV BLADE 02017 10TECa. INC. ✓� 4 L E C O ,„�. A TILLIT TESTING A, ENGINEERING COMPANY aAA 6ISS N.W. 34'A S4, Pw }] MpGTM W a. 31 PMna ; 0031671-1150 , ae, :. hMtan-lav A.SteS.A. American Shutter Systems Asscofation, Inc. 4268 Westroads Drills West Palm Basch, FL 33407 (1) L+: MAXIMUU ALLOWABLE SPAN FOR AONE, POSITIVE AS.O. DESIGN PRESSURE RATING. L-: MAX. ALLOWADLE SPAN FOR A GNEN NEGATVE AS.D. DESCH PRESSURE RATING. (2) PROCEDURE TO DETERMINE IAANIYUM'sPAN FOR WALL MOUNTINGS (TOP/BOTMM) OR FLOOR/COUNG: CNEN A POSITNE X&O DESIGN PRESSURE RATING, DETERMINE MAXPNM SPAN 1+' FROM SCHEDULE. GNEN A NEGATIVE AS.O. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. AN& MAXIMUM ALLOWABLE SPAN IS EOVAI TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 'L- (3) PROCEDURE TO DETERMNE MAXWUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/Cf1UNG MOUNONGs; FOR A GNEN POSRNE AMA. DESIGN PRESSURE RATING: DETERMINE: L14� MAX. SPAN FOR DUAL MOUNTING INSAMATIONS L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSIALATIONS, FORA GNEN NEGAiNE A.S.D. DESIGN PRESSURE RATING: DETERMINE: U-- MAX. SPAN FOR WALL MOUNTING INSTALIA,ON& L2-- N OC. $PAN FOR BOOR/CEILING MOUNTING INSTALLATIONS, ANAL M0RAUu ALLOWABLE SPAN 6 EQUAL 10 THE MINIMUM eEDVEEN 'L1+', 'Lei , 'L1- AND 'U (4) GO TO ANCHOR SCHEDULE WITH FINAL NxXMUM ALLOWABLE SPAN AND. NECATNE AS.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR PANMP. KV. 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ANCHORS TO SUBSTWIE SHALL BE AS MUCWS: (A) TO ENSRNG POURS) COMM-B, im, r0 . 8 WD ANCHORS - 1/4'0 TAPCON OR TWCON WITH-AWMCED THAMNI' N TEMNGIOLY µOHS, AS IUNUFACNRED BY I.T.W. SUILDEN. (N'n. Fe . 7 bo sBAcwS UG Nn 1/4'0'w 7/1'ALL PONE SOLID-SU ARMORS, AS DWATURD W NC MMR SCRflY, BOLT & SPECIALTY CONPANY. (Wn. r° . S WIT TWEON OR TAPCOR WIM ADVANCED I/Ab EWE TO CONCRETE ANCHORS W/ W AS RµNFACNRm BY.F LGAGM MMENERS "'ff. WC. (Yin, r° . 2 NW) 1/4'0 VI ANCHORS AS IRNUFMNAED W RVs POKERS fAS1EN, Wt.MD DISTMBURW O ALL PoDITS MRFADFORM TECHNOLOGY SCREW, BOLT & SP[CW.ry CGHPAW OR µY OTHER APPRM MENSM OR AUTHORISED VENDOR REORDERED WM ME MERMAN MURDER ARSTENS ASSOCNM0 ALL POINTS swo-SET (Mn. ,INC BLVE TW W/.CM NOMS, TM M. AI) MORIN ENBEDUWT'We POURED CONCRETE Oi TA a OR TAPOM WITH WANCED THRFADFGHN TECOCUDGY ANCHORS AND 1WM. MOMS IS 1 S/C, AND FOR BLUE TM W/ CW ANCHORS IS 1 1/4% Al) WMWM ENBEOMENT OF 1/4'0 N 7/4' ALL POINTS SOUD-SET µMOBS SHALL BE 7/8' INTO ME POURED CONCRETE ND ENBEOMENT 05tt TIRO K NW raR INM STUCCO SWLLL BE PERMBTED,1/4'0-20 S,S, RACKING SCREW USED SHUL BE 1 1/2- LONG UNONN SHOULD MGMIR/GL W U°LT,9 FAST, AND 1' YINIW4 FOR WNLS KITH NO ST MB. A7) IN EASE MAT PRECAST STME, PRECAST CONCRETE PMELS, PAVERS OR µY VENEER BE FOUND M ME MSBN4 WAIL OR F1D04 µMOBS SIULL BE LONG ENOUGH TO TRMN ME AIMN SMUCMRE MIND SND WALL FUDEIES. µCHORALE SKILL BE AS DOMES M NONE &I & M)ABOVE MR NSTALUdIONS M MML MI OR GUS MOR WIDOW REIN STUBS CONSULT MM MGWEEM FOR N ED N NTO DFS YAM META STUDS SEE SHEET 20. (a) 10 WSM0 CONCRETE MOU (ARM C-90) - 1/4'0 TAPGM M A TAPOM WITH ANCEO THREAOFORR TEMNOIOGY µMOBS, 9 NANUFACNIRm W LT.W. BULAM - I/4.0 0 3/4' ALL POINTS SOUS -SET M,wS, AS BMW" WALL PM,, =M, BOLT & SPEDIALIY GOMPµY. - 1/4.0 BIDE TAP CONCRETE ARMORS W/ CW AS WINUFACMRED W FLOMDA FATIENERS DIRECT, INC 1/4'0 TAPPER' µMOBS AS MNryALI'MRED W POKERS FASTERMS, -0., µ0 IRMEURM W ALL POINTS SCREW, BOLT & SPECVGIW COYPA Y OR ANY OMM APPRMD LICENSED OR AUTHORIZED MOOR REGISTERED WIM THE AYE,M "UTTER SFSTWS A,,EMnW. IND. NOIE9 B.I) NWNUM WaMENT IWO CONMEIE BLOCK OF TUPCON, BLUE TO W/ CW µMDRS AND TAPPER' MCNORB IS 1 1/4' AND NPCON NMAWANCEO MRPMFORM TMMOLOW µO ORS IS I.. B.2).MMWUM WBEONENT OF 1/4'0 a 3/4' ALL M'MS SOLIO-SR ANCHORS SHALL BE ENTIRELY WBEDDED WO ME CONCRETE GLOM. NO BUBEOMENT IWO SMCCO SIWL W PERNTIEO 1/A' 0-20 SS, WCNNE SCRM USED SW W 1 1/2- LONG MINWUM,MDUM STUCCO Mg.' 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