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HomeMy WebLinkAboutPRODUCT APPROVAL4/4/c019 Florida Building Code Online . - ' r BCIs Home I Log in I User Registration I Hot Topics Submit Surcharge Stints & Facts Publications cantata: Us BCIS Site Map Links I Search �FloridaP r a' Product Approval I USER: Public User FILE COPY ProtluR AeDroval Menu > Product or ADplleatlpn Search > Application List > ApplkatiOO D¢Lall FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL12246-R4 Revision REVIEWED FOR 2017 Approved CODE COMPLIANCE Approved ST. LUCIE COUNTY BOCC Expert Shutter Services, Inc. 1626 SW Biltmore ST Port St. Lucie, FL 34984 (772) 871-1915 Ext 106 callexpert@aol.com Michael Heissenberg callexpert@aol.com Michael Heissenberg 1626 SW Biltmore St Port St Lucie, FL 34984 (772) 871-1915 Ext 106 CallExpert@aol.com Michael Heissenberg 1626 SW Bilmore St Port St Lucie, FL 34984 (772) 871-1915 Ext 106 CallExpert@aol.com Shutters Roll -up SCANNED BY St, Lucie County 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 Jr., 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. 9 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.PDF Standard ASTM E-1996, E-1886 ASTM E-330 TAS 202 Year 2005 2002 1994 https://Floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvzRNLe5g4OV]iltCeHwT5BBAhhv9l8D/p2fxUQDampBl9gCQp/o3dD/pad 1/2 414/2019 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +160/-160 Other: State Missile Level "D" wind zones 1, 2, 3 and 4 (basic protection only). Pressure rating: +30, 30 p.s.f. at 20'-0" span 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. Installation Instructions FL12246 R4 II EXPERT SHUTTER SERVICES INC DRWG 17- 244.PDF Verified By: American Test tab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL12246 R4 AE EXPERT SHUTTER SERVICES DRWG 17- 244 PRODUCr EVALUATION REPORT.PDF I Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Roatl Tallahassee R 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. CQpy ll ht 2007,2013 State of Florida.:: iva Statement :: Accessiyilty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address releasetl in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by tratlitional mall. If you have any questions, please contact 850.487.1395.'13ursuant 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 emails 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 emall 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 Accepbu M® R M Credit Card Safe https:llfloddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtOgvzRNLe5g4OVliltCeHwT5BBAhhv9l8°/g2fxUQDampBlggCQ°/q3d%3d 2/2 I ` GENERAL NOTES: (i(,E 1 � FOR COMPLIANCE INAC'CORDDAANCE WHOW HOM WEMIS P2017 61N MITIOONJ OF ME MAIMD�URDNG WOE NAUTILUS BORING SHUTTER SYSTEM MAL NOT BE INSTALLED AT KIH VELOCITY HURRICANE ZONES (MJALN-DADE 1mDAARIT COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED DOE FOR A BASIC WIND SPEW AS RMUM BY THE JURMOICTIM WHERE THESE SHUTTERS WILL R INSTALLED FOR A DIRECTIONALITY FACTOR Kd-0.65. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FSC AND SNAIL NOT EXCEED ME MAXIMUM (ASV.) DESIGN PRESSURE FINDINGS NOIWED ON SNELIS 15 TARN 18 61 20 MRU 20, IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SKILL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLIWG THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MUL (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THIN 18. h 20 THIRD 28. 2. IN ORDER TD VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESIED WERE NOT OVER MESSED. A 33X INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS FIDE USED IN THEN ANALYSIS. FASTENERS SPACINGS TO WOOD HAVE BEEN DEYERMINEO IN ACCORDANCE W1 N.D.S. 2015. NAVDWS ROVING SHUTTER SYSTEL'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.11 OF ME ABOVE MENTIONED ODE AS AMERICAN TEST LAB OF SOUTH FLORIDA. REPORT E 1030.01-0B AS PER ASTM E 1996-05 E 1886-05 AND E 330 STANDARDS, QUALIFYING INSTALLATIONS PO WIND ZONES 1. 2, J B 1, MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION NR MAIONS ASDEILmrrATND BY SECTIONS 6.2.1.1. 6.2.1.2 MID IIJ OF AMA E 1296 SEE SHEETS 19 A 20 s. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-76 ALLOY (UNLESS OTHERWISE NOTE°), SEE SHEET 2. 4. ALL SCREWS TEXCEPT END MENTION SCREW*7 TO BE STAINLESS STEEL W4 OR 318 SERIES WITH 50 W WELD Sim AND 90 WI TENSILE MEN RETR CORROSION RESISTANT COATED CARBON STEEI. AS PER DIN WDE SEC�TI S S. ]E3TEX SCREWS MANUFACTURED BY ITN BUILDEX 4 SHALL COMPLY W/ FLORIDA BUILDING S. COLTS TO BE ASTM A-D7. GALVANIZED OR AS D4 OR 316 SERIES STAINLESS STEEL WITH 36 W MINIMUM Y,EID STRENGTH. 6. NAUTILUS RDWNG SHUTTER SYSTEM BEARS US. PATENTS j8.095,225 AND /7,409.980. 7. ANCHORS TO WALL. FOR®SIDE RAIL SKILL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: MN. 3000 p.v.L COMPRESSIVE STRENGTH. -5/18'0 TAPCON XL ANCHORS AS MANUFACTURED BY OV! SUILDEX. INC. -3/8.0 KMK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI. INC. A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: � N01 ENBmYFM INTO STTUDIO NCON SHALLLL BERCONSIUFZTE0 AS PART6OF ME REQUIRW�MBEDMENT. A2) MINIMUM WOE DISTANCE (E.DJ INTO POURED CONCRETE BALL BE: 4- OR 5/16.0 TAPCON XL ANCHORS At 5- DR 3/8.0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL AS) IN CASE THAT PRECAST STONE PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON ME EXISTING WALL OR FLOOR. ANCHORS SHALE BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (8) TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WILL• AM C-90 -5/15'0 TAPCON XL ANCHORS, AS MANUFAI:NRED BY RW BUIIDEX. INC. e. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TONE ANCHORS MANUFACTURER. 9. ANCHORS REQUIRED FOR STORM OAKS CONNECTIONS SHALL R AS SPECIFIED ON APPUCABLE SECTIONS CROWN ON SHEET 9. -3/810X1 1e4' CALK -INS MANUFACTURED BY POWER FASTENERS, INC. -1/1'0c3/4 SOU) -SET MANUFACTURED BY ALL POINT. ING -3/8.0 KW1X BOLT R MANUFACTURED BY HO.TL INC. -5/IBb TANDEM MANUFACTURED BY DW SUILDDI, INC MINIMUM WOE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SOUL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH NATERIW EMBEDMENT GROUT FILLED OR ANON/ SPILLING/ 1Dx EDGE DISTANCE O fODx CONCRETE CONCRETE SOCK B J J/4' 1 1 f2' 3/4'0X1 lr4' CALK 4 1 1/4'/8- (]OD NOT ALLOWED SOLID -SET J' ] ET 1/6-0 .0 T/0' ]OD Pv0 NOT ALLOWED W 9' 1 KTA BOLT 2 1/Y ( Otl) NOT ALLOWED 5/IBb TMCON XL J 3/4" ] T/B' 5/16- . 2 I/4' (2889 PM) NOT ALLOWED 10, ANCHORS RED FORCONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10. EVRON I7ED -MWK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY NILA INC. -HUS-H SCREW ANCHOR MANUFACTURED BY HILTI, INC. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC, MINMUM EDGE DISTANCE AND SPACING MR MOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED MEET. EDGE INSTANCE AND EUBEDUEMS ME BEYOND ANY FARM WIEAML EMBEDMENT o iO0XGROUT OR ANCHOR SPACING7" O 1DGx EDGE DISTANCE O t00R CONCRETE TE M CONCRETE BOLT R 27' 32-6 9' 4 3/1' (SOD P01) WEDH NOT ALLOWED KMKN 13/8 XENIX BOLT R 22 1/2' 7 1/2' J 1f1' (]ODE PSI) NOT MWWW 3/8-0 NWd( BOLT R B 4 3/8' 2' (COD PSI) NOT ALWN'W 3/8.0 NUS-H SCREW S' 2' (30D PS) NOT ALLOWED / WEDGEI-BOLT 1 1S' 4 112' 2 1/3' P5 0 NOT ALLOWED 1/2-0 ((]OD 3000 PSI) NOT ALLOWED 5/8.0 HB-N SOri M WXE BOT 7 1/2- 7 1/2' 2 1/2- (3000 PSI) NOT ALLOWED II. ME INSTALLATION CONTRACTOR IS TO SCAL/CAUU( ALL PRODUCT COMPONENT EDGES MIH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PRflTM WIND/RAN INTRUSION. CAULK AND SEAL PRODUCT TRACKS ALAI. AROUND FULL LENGTH. 12. IT NSURE PROPERR ABE THE NMPOORACE. THISISAUTY °PWE PP DUCT SHOAL ONLOR Y BVERIFY ATTACHEO TOO DN REIE, OF CONCREETE STRUCTURE LLOCCK OR WERE FRANCDUCT BU lBE DNNGS, TTACKED TO 13. THIS PROUCT S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN MIS DRAWING PLUS ANY BUILDING AND ZONING REDLmONS PROVIDED BY ME JURISDICTION WHERE PERMIT IS APPLIED T0. 14. LIFTING MECHANISM NOT PART OF MIS APPROVAL IS. (i1 THIS P.E.D. PREPARED BY MIS'ONMEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPEanc PROIECD Lw WERE THE SITE CONOOIONS DEVIATE FROM ME PEO. (6) PEED ROWRTO BE OED HE/SHE DESS RESPONSIBLE OTT DEVIATEMR ME S ROYIME COMMONS DETAILED ONASE AND ON MISNDOCDING UNENT.PCONSTRUCTION SAFETY ATSAFETY OF THIS GSITE IS ME. BASED N � DENTRACTCR'S RESPONSIBILITY. BA) NNNNN EMBEDMENT OF 5/16.0 TOWN XL ANCHORS INTO ME GROW FILLED CELL CONCRETE BLOCK HIT SHALL BE 2MI4'. NO EMBEDMENT I SHOO SHALL BE CONSIDERED AS PART OF ME REQUIRED EMBEDMENT. B2) MINIMUM EDGE DISTANCE (ED.) OF 5/16.0 FAN ON XL ANCHORS INTO GROUT FILED CELL CONCRETE BLOCK SHALL BE V. EDGE INSTANCE IS BEYOND ANY FINISH MATERIAL. 8.3) IN D ON MEEXEXISI GT WILL ON FLOOR FINCH RI SHILL BE LONGBICK ENOU HTO REACH MERMAIN STRUCTUVERS BE RE BEHIND 16. SUCH PANELS. (C) TO EXISTING WOOD SOUTHERN PINE 12 Wes/ E B ILDI MNPRUCE PINE-M-SOUM (G-0J6). DDGLIS-FIN UR -SO(G-0.46) OR -5/I6.0 TAPON M ANCHORS. AS MANUFACTURED BY BW BUIWIX. INC. ILI) MINIMUM ENEWUEM OF TMCON XL MHORS. INTO ME WOOD FRAME UNIT SHALL BE 2 1/4- PHYSICAL ORPADFD�OO NEMBEDMENT FINISH MATERIAL SHALL R CONSIDERED M PACT OF ME REOUIRED EMBEDMENT. C.2) MINIMUMM FINISH ED.) OF UPON ANCHORS. INTO WOOD SHALL BE 2 1/1'. EDGE DISTANCE IS BEYONANY CZ) IN ME THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS VENEER OR PAVERS BE FOUND ON ME EXISTING WALL OR FLOOR, ANCHORS MALL BE LONG ENOUGH TO AEACH TR MAN STRUCTURE BEHIND SUCH PANELS. (e) THUS P.E.C. 'WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SOUL BE PREPARED BY A FLCRIM REGISTERED ENGINEER OR ARCHITECT WHICH WALL BECOME THE ENGINEER OF RECORD (E.ORO FOR THE PROJECT AND WHO WILL BE RESPONSIBLEFORTHE PROPER USE OF ME P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO ME P.E.D. ENGINEER. SHALL SUBMIT TO MIS LATTER ME SITE SPECIFIC DRAWINGS FOR REVIEW. (0) MIS PS.D. SIWL BEN ME DATE AND ORGUNL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 'RECORD THAT PREPARED R. TED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF 0 FOR EVEN OPENING. LABELING TO COMPLY WITH SECTION 1708.9.2 OF THE FLOPoM BUWNG CODE MSEO ro OF FLORYM FLORIDA BUILDING CODE (H. RIO VMaly BurAc0n0 7.) Nautilus TEL R0INay3AMN0Yby0 CCO,wG. uR EXPERT SHUTTER SERVICES INC.Ine rzmxc t MwxXraNR MNrAxr (syrn-.vo..a,LafYn-,v, cvBeiia� ,., ARlRd'. P. nameA LIB i POR SW. = Fl. 3 984 pGiD ST. IIRh. R ]1BB. r,m rovv >.v-vmA. ru 1 nI-mm 17-244 OMwo r S.w I OFA 06 a7 a8 09 #110 [ q2 q3 a4 ? rr M Nr — =A al ,�. vA• 1 Cm.) .3F ae• I •.`P�319 1014 ,. ]Alan" .I NM.nY ��N:AN• ��NeM ��P2.W ain�• .{� p� rl r1�M —I�1.Q �� • a• �F Sf Jp1• av ALe• I >t `Ve• oAmes SLATS •n aer .nr u'I/• Lam•) • ®STA 1 `riuumwxuLor DETAIL, fl nWuiw awe: ur. r tw¢siontW m����wn�ort om: ' OB BASE SLAT maaTLALumuwAuor [G>gvr.t• •AW •.� e.nY — - eYY Y AIX9' LAX Lb. ar .td• � k B >a 3 � � J .en• un• tote• tA� OD SIDE RAIL * Wnn[auesxuuu[m OE BUILD-0UTTUBE tWsnAUALnwuLYr vuevr•r E7 BUILD-OUTTUSE eoeste AwwtAL4AudY scue vr.r Nuw LI/NVACILIa Tn n10'tl m A NNEWY (Low l3bFaeC[ EL1MFDe [CR[W NTAO IND GNIY W1L AT HON NUmtlGNC PoSmWS. TOP TRAPPED ANGLE © 4xe MULLION © 4x8MULLION aw[ masmSQNLe GAutrY roe4nAumxALAuor emt.nuu>m:uuwLor w•:. woe: se•.r sus. ser.r COMPONENTS tAX �,. Aea tW [:INflLV OPRONO2WW,%t uacw 191A LW 3W ACETAL BUSHING "' 1V5[WpAMN4n Atom tomrup,n 1caaELLnAYsma 1pNE6rt6.55A1rf1Q41]1LJ L1OLAtAtNOLLWS[Wled' ' moxmtaLm wlnt:aeaun• TAINING SYSTEM: SCREW BUSHING coca: vi.e• 111 ' I sooe• ES BUILD-OUTTUBE f011eNal6WYN1UY LLLLB��--ewe: w.r OH LIEN 11/'1h714• DWBURDEX TEK SCREW CNm9N MEL �. O N1&•GGWBUMEXTAPCONXLANCHOR w®oNar[u wLevr.r OK STORM BAR JO 3/8'BHILTI.INC NWIKBOLT 3ANCHOR trotnALUWuauLtn GRBON6iEEL cwcvr-r °� Nautilus RdLn958 HAr3jaWn �""° L C[ D IMC. EXPERT SHUTTER SERVICES IBI6 S,a. B[TNl1NE STREET IN. l I ... MING [f1YVANY .4 Aa m aoa wYnt n WAY THICK Q .D40 THICK ACKETBOLTS TENERS ASTENERS A) FASTENERS RS 30WN CASING %FT 4D ING Nautilus I ° l�' Sp. M11KM[ S1RLO 1 %-244 51. WCrt, fL N➢BI y�pw. Y ZEN ♦Iv-mH . nc pn111�-alva wm aaa & Y/7 CAP END (TYP• Eo. END) & Y/7 Yw. SLAT SPNI gq(EpYIFS ON SHOES IS Y TYa(reI SINGLE UNIT ELEVATION W/0 STORM BARS ', •• NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. PROCEDURE FOR SLAT INSTMIAMN GIVEN A SHUTTER HEIGHTe • CASE 1: SHUTTER HEW EOUI OR an TN,N 11--r MPNCAIDE TO INSTALLATIONS W/O STORM BARS. W/ STORY BARS OR W/ STORY BARS e: YULUWI W/ NEWS UP TO 11*-0-. WATAN BF (�) THE WAY SwAU. START DOFM. FACH SLATI I SHALL CONSILATS AT ST OF 111.OFM (5) SLATS .OF THAT SLA NUMBER.PROCEDURE FOR I➢OMO SLATS DOWNWARDELPN BIILAT SSHILL BE ICwTNuM NSTALLEDUNHL TOTAL SIISTMk HEW IS WY VARY 0�, FINAL SLAT NUMBER (I,) BOTTOM SLATQB MUST BE ALWAYS INSTALLED. " r"r :� AND WN / O W/oaT UOIS HAI Iw/ Hopi s �GER THAT! Ito-O w/o sroRN (Y) THE TWAY SHALL START F CI SLATS SSIAU1 CONUFF OFFM NL M (S) SLATS OF THAT SLAT ALL NUMBER. PRBOEDURE FOR AOD.NO SLATS DOWNWARD BEIOW I SLAT SHNL BE SU,TTS ED U� USED TSLAT WS INSTALLED-LETE THE AAFFTEERTAL S#to SLAT+ISCM APED. ABODIDNAL /10 (e) BOTTOM SLATQYUST BE ALWAYS INSTALLED. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. BRIT RTECO tIC G INC. 9 ENO) .DING CODE (Non IDSN VeloellF Rerdwne Zma) Nautilus RaR1a93bvffvf3ysNm ee/teM o.,E IUTTER SERVICES INC. sW. DUUBRc sm¢T 17-244 M. wet:, R Dwet lw-vL'e . NA ml Y.-Owo YIRT 4 or END CAP- N p 6' le 9ZZ Q/ A y (Tyr tl I BLL11ON SPACING {-- (SEE SOADAE —1 0 SHEETS 24,25 & 251 D. G Of © Of W-1/10 OR W-2/11 OR W-3/120R W-4/13 BOX I I I I I II II II �I II II II 11 II II 11 i II I r 9 I I 9 II II I I II ii i i 1 p(8 I - or R/ I II i R/B pr R•/ Rr p R'/B Max. SLAT SPAN W-1/10 OR W-2/1I OR W-3/12 LA W PAN f Mo.. SEAT SPAN Max. SLAT SPAN P1 us 12 urs 5 MATS 1 Urs BSMrs IS SLATS 17 SLATS 1��CD) (Typ. Ea. END) BRUITS (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEDS IS & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W1 MULLON & W/O STORM BARS NOTE: SEE SHEETS 2 & 3. FOR COMPONENTS NOMENCLATURE. N.TS PROCEDURE FOR SLAT INSTALLATION 14110N GSHUTTER HEIGHT: CASE 11 SHUTTER HOOT EOUAL OR LESS THAN II'-0'. APPULABLE TO INSTALLATIONS W/O STORM DMUS, W/ STORM DABS OR W/ STORM BARS & MULUONS W/ HEICHTS UP TO 1P-0% (a) CURTNN SHALL START W/ /I SUITS AT TOP, FOLLOWED B/ 12. p. —, THEREAFTER ALL THE VIAY DOWN. EACH SLAT / SNLL CONSIST of FNE (5) SLATS OF THAT SUIT NUMBER. PROCEDURE FOR ADDING SLATS DUIYNWAAp BELOW 81 SLAT SHNL BE CONTINUE UNRL TOTAL SHtJ,T1ER HEIGHT IS COMPLETED. OUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM B.T y VARY WITH SHUTTER'S HOOT. (5) BOTTOM stAT)B MUsr BE ALWAYS Ur.TALLED. to CASE 2: SHUTIER NEWT LARGER THAN Il'-O' APPUCABLE TO INSTALLATION W/0 STORM BAR AND W/ WWONS W/ HEIGHTS URGER THAN II'-0'. EUBTKN WALL WAY (o) EBMM EAW SLAT / TTSHAUL CONSIST OF FIVE (5) SUITS W/ #I SUITS AT TOP, FOLUOM BY 12. ,�THEREAFTER PROALL E OF THATSUITNUMBER. ROCEDUREFOR ADDING SLITS DONINNARD BELOW /1 SLAT SHALL BE CONTINUE UTIL BID SLAT IS INSTALLED, AFTER 1 /10 SLAT IS INSTALLED. IDORIONAL 110 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HSENT. (e) BOTTOM SUIT @)MUST BE ALWAYS INSTALLED, W-1/10 OR W-2/11 ON ; Or ® or ® Of © ©W-3/12 OR W-4/13 IRu HA4 sPAt>!m WA MUIUEN SPACING I/ 01 w1E Gx 9GET 24J Imo-- IEEE 24. 2 RE —.{ I� V/R�1� OYI ^-I I pn sx¢Ts 24. 25 & 26) I I END gg aigg 0/8 O;�te�teeeeee�t��I�eeee�ttttttttttttl or ����■�1111'1BB1I1I���.� O �mat� ry� � fit- •: elm e�l����I�t�tt��'�•:■NM iIN� MA%. STORM IMR SPACING.W-1 (SEE sHFEr 22) 10 OR W-2 11 OR D W-3/12 oR W-4/13 V/S Max. SLAT SPAN Mm SEAT SPAN Mo. SIAT SPRI (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 15) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. A. 44167 11 1: 02E17 oECOn` NautilusIF IT = aE/x1/n , RoIDDy,1TMBer3)•ebm "` IL E C O FNp. �� EXPERT SHUTTER SERA INC. tax6 5_W. Tnnau sTTun a�_„S ' •• .\0 nun Tcmxo a Mluxccxwo conAW .c++. -m��a xti, yo..•� 0� 17-244 9¢T 5 orb 5/16-0 TAFCONs n W/ 2 1/4' An. EMBEDMENT e 1bD..0.060' MY. SaEEL WALIER 0 2.• .... 6n. 1'A',1/e' OR BUI 2•.2•0/6' .'0,]/.• RW ALUMINUM lU6E 11// I' O.Dn0.060' 5/16.0 TA000N5 2L W WASHER 0 24' c.c. 2 1/.' YN. dBEOYENa 0 24• x.a h / A- SEE ANCHOR sa ❑yON SCHEDULES E SCHEDULESRON / II55 y} SEE ANCHORVF i SNEEM 16, 1177 SHEENS 16. 17 F SCHEDULES ON a 18 �� 6: 16 3 A SSo �1E81s 16N 17A U!,TO SEP�nON Min. SEPARAnON Y 20 Gs� nONtO Guns E10MR (sE[ sDlmaEs, EKIFfiOR (stER I IXJ SHRi 15) N 5/16.0 TA m XL 2 1/4• LFn. EMBE01 0 24' WALL MOUNTING ff. ALUM. eS n W/ 024'oa SCALE 5/I6' . 1' 44167 lw e 0/8 0/8 �NIN. EA 1 214'.0.062•.CO10. 5/I6'0 TALONS XL W/ 1 ALUM. Mp T 2 1/4' WN. EYBEOMW O 24• x.e. BUILDAUT MOUNTING FLORIDA BUILDING CODE (Non High Vel"Ry HYRiwne Taro) 0"177xMcv RoRIW9sWYRersjrNMn In, C ° Z ol/se/la IL ECOIMc. w E EXPERT SHUTTER SERVICES INC. 1.4 a Excwasaxo coxr.xr p.vxq wxumunlnu 1125&W. fi11WIR 51RFET 17-244 {aWrN-Nve. r. � WIUN-1M� 00Ha Sl. LUe4 iL N96e WwC i -.me ua.lwva.w. ®-wens r.e. 1wn Nwt nv-vme . em en-wvs va G6IIN0 'MIS ERUSSFS OR IS EaSIMO «MO 1MJSSES W RMm 5/16Y tMCOl6 A F/ S/I eY W,. P S XL N/ 3 2/2' Yn. PmGM1NN I. 11/e' OR "'e 314. ft BUDDEK I1111/6' OR 1/4'94/4' xF BUIDDI 1FY SCREWS W/ ] 1/T N.R. PFHGMDON O IbJ1a0.0m' blV. EASRRO W� Y 1'O.O.a0.050' DY.V. 21211/e' m SCRmS W/ 1' OA+O.om' CN.vIM2m 1'd11/e AW YOlUY lY� 1' DAeaAw OAV.w2m D]]DNO FCW SIM WASHER O 2a' et fNe5E1 OR PNilm SIE6 WASHER O 24' e.0 :LL w 1UDE etm WVSWP O 24' e.c. SIE[l W W O 24' .s PU¢ES M RYDpe E/IR•. rEEcoxs >x epe•. Tu XE 1 F/ /m3u W/ PENE1xA11m YfHE1nPARO1 -0 2P m. O 24' R.e. (dW OR ,S (2) 2W OR e ' (2)3)]3OP WTAOFA RE�pA� AM= NVOD MFADFP REOIPPm R[ONPm REW s s 01 I M 1 M ORtl.1N0 ' M WEENR10 11 M roE ww2m D n67)xD I D y [MvwRj,��xo coo p plFRpi gA55 I FnBmR OGOOOR ISENND) 1 (BEYOND) 1 I A 1 ®(efl'ONDI G1 131 ]1a' OR Y % 17IIFi00R I2j®!' O11 I Wa IY lt) TNm' O11 I 2PA41FIR! y3333 /C3 416' a� ro ]16' CONI. MD m_ I 1: ry OjASg CII""O'SE .1 RWO Sm0C ; I TOGLni A D I I y1 YOa Is O.C. m WK RE0U4WRm 941 M) qR RSNEET axj p �j 3 (SEE SNLET �O) (56 SNffT 20) 156 aPaO� pE{ 3 2tP 3101V 6 20) CV 21 'd Q Em ,M[ P Q w 1 Q I 1 W/ OO1II Dm 2N 0/8 I 0�8 I y myl 3 0/8 1 0/8 9 3 214' OR tE ANCHORS I SR NIOICRS I I COxr. `NWD 1 ON SKES 21 cC 1 OW ENUE£�l 21 i D EoOF Ocf11010 IMESy016 rj lv:.` 1 B B 11 D j I SEE mca E. 1/1'N IR19A52' (EFE SN[ET 1 �.. wB1 µ� � � ON LRfT 21 l.. vmxi..2u . RNOE 30) 1 ]/le'. DPCON9 Xl 1 1 2' Yln. 0/8 I 0�8 :. a/16Y TV[ONYXL N] 1/Y' YN, — W P Tgll 0/8 I I 0/8 ' v Rf Rc ]'N' OR.2'. ' DI191 2'N' OR 3'a ' - �� v ta' >e. OR 0' 1 [Y61W0 WMO YN' 0A 21 p291 COSITW EMTWG WOOD mM. NOCO 001TON IWERMMO FaSNW WOOD OCCK OR m2.f WRQt MR �C aia0.'i[ S✓H R p�OQq OOROyOR FUUM PCWIRm DECK OR Kw.m -SW' (SCE Ex(E1 20) 8 REDY2®. (2EE SHFEI 10) PEOUIPm.SIM (SEE SNEG 20) B =CRE71 SUE mm SNEEr 20). pLONNEO. L RUILDOUT MOUNTING SUILOOUTMOUNTING WALL MOUNTING WALL MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON E I• T WOOD BUILDINGS • �i' �( �C�S �L FLORIOA BUILDING CODE (NOD MOSS vdO 'v 9 M. faro) 111111 Fla: 44167 t 1 EMS nTICO WC Nautilus D KE W. . * ( * if RDt2Evy SAvHWrSfeb n Y(/$a/I3 W� �L EC�INe. na •• kr �`- EXPERT SHUTTER SERVICES INC. � �:' \ E' 11R llLLll t[SIW6 � [NOIN[ERINO fAYVIM/ Nil Ww d s a WVV4 uc:4 n v�u I' n_,YI 162e S.W. 00.1u0P[ RT 51 Po. LUCE. R 349" N09! 1 i-24i ouWYO b "ss�pNALE�61I'I21 REI I � �„„� vN.RR A IOUf !r. v.4 nc.s. t•vwnv , rm Im m1-am u 6XIR 2 OR N P.E. B E/DATE YOIeOX LV. I 441e) 04'O. 174, / (SEE SC MMES ON SHEETS 17 @ 18) e 4• e.e. ,(Ai S ORIENTATION 1 ORIENTATION 2 01 WALL MOUNT END MULLION WALL MOUNT END MULLION WALL (2) 2'k4' OR 2•x8' STUDS (SEE SHEET 20) Ohl J PoYPm E0. OOR J PollPm (SEE SONEIX LES ON 'CetlpiM OR (SEE SCRECUT ON cOxiREt[ OP N SHEETS 17 & 18) wnrnEfEBta.N SHEETS 17 A 18) cO EIE�BIatl, vela• 1452- TOR 1' A A Oaa E A ©oa 3 =�� H H 0 4' oa 1/2' 1/r D 0 4' uc. 1/R'. D SCCTION W / STORM BARS 4- OR ,/e•sUP a Iro' s1w 13UILD—OUT MOUNT SECTION P—P (PLAN) RUILo—our MOUNT a a/,e•. I• INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G, G1, G2 ="I.V v D a Tie• su> O cI IISH MOUNT (WA1 �) a111 D-01T MO NT SECTIONS 0'-0' (PLAN) INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS L ECO 1N0. SECTION 0'-0' (PLAN) ORIENTATION II WALL MOUNT END III WALL MOUNT END Naufilus °"w E� Roll njr3buOerSyrtom m/v�/v UTTER SERVICES INC. o„< m eslmoeE STREET 244 W. U= n, e.se4 �� „• . �u-wn.ru m-aw sxm a or2e 1/2" Min. E. 3' 3 Min. C.O. 1/2- MIn. ED.-I�FOR 3/8'0 CALK -IN ANCHORS J' Min. E.O.— FOR 1/4'0 SOLID -SET ANCHORS ' Mtn. E.O. Wn. E.D.. 4^F0R 31WO M BW TZ DFARSO1 ANCNOR! 1/6' Min. E.D EDGE OF SUB 1/6' Min. E.D FOR 5/16.0 TIPCON XL ANCHORS EDGE OF SLAB 5/16'0 TAPCON$ %L W/ �- 2 1/4' Yin. EYBEONEM D �ypW—gam •j p waUCABLE x 1ro.Dx6a6o• c.Lv. / S1EEL WASNER o 24' o.c. / 4' Wn. POURED CONCR C 2' O O POURED CONCRETE / (rc-0 q !' min. (fc-] RA) 5- min. p TIICN REQUIRED 9/IB TMCN uwEn 1TAPWN$zl II I I MABEDMENT O STE p I I Wadi in OVA 1 2' O O 24' o.c. 0 I p I p I 0 K u 1" Yin. FOR BOX 0 I WAND ZONE+ I n I -3 1 p p 3/ro CALK -IN ANCHORS OR 1/4.0 SOLID -SET ANCHORS OR 3/6-o aTx BDT TZ EXPNb16N.WCHORS OR (4) ANCHORSO PER 5/16.0 TAPCON XL ANCHORS 1• 3" 1. STORM BAR CONNECTION. SEE TABLE 2 ON SHEET 23 1• (Typ. TOP O BDROM) ' K DaUdOR 2' 2'r2"11 /6'10'-5' (606346 ALL011 AAUWNUN ANGLE EA. SIDE W/ 2' O O (2) 1/4'i-1413/4- ITWAUILM TEK SCREWS TO STORRM BAR11 S" (Typ. TOP d: BOTTOM) SECTION S - S WOEn SM[w roar Doa0m w0 AIA]W DETAIL A I 9 * 1/4' 040 OR 3/6' 0-16 MACHINE 56REW5 Y1W 4UWIL1 wA I/4b • 3/4' SCUD-SEVOR-3/B'0 1 1 1/4' CAUf-HN ANCHORS 2' Min. i0R 4 WINDZONEI 1 SEE STEP 3 ON SHEET 14 FOR SPECIAL TRGTMENT fOR WIND ZONE 1 THRU ] �rr I' Min i0R n WIND ZONE 1-3 t 'X I ExmaoR RESPECGY Y SHALL BE LIFT TOGETHER W/ ANCHORS AT THE TWE !TORN Q4115 If1E RELOYEO. (SEE OEf. A). "�G b II $ e I I I I (2) ANCHORS• PER SEPARMin.ATION TO I go 8 2' MIn, FOR p I I D STORM BAR CONN SHEET BE TABLE J ON SHEET 2J �,RI (SEE SCCLASSHEDVLES ONI A r" WINO 20NE r'i 0 II.(5ryp. TOP h BORON) A 1J' Ga p Y SHEETS 15 d: 16) I g8 �M LS 4 0 (2) 3/6'0 CIUf-IN ANCHORS OR (2) 1/4-o SWRB O-SET ANCHOOR 1' Y A A I I u h, SEPARATION TO I �5S (2) 31WO NWIX BOLT R EXPANSION Jam1J_ 3 L•H K u I D u(SEE SCHEDULES ONI A ANCHORS OR 1' p R I SHEETS 15 @ 16) I (2) 5/16.0 TAPCON XL ANCHORS L• K EX(EAI)R e I BEY cWiASBsc� I I 2" I (606]-T6 ALLOY) ANGLE FA SIDE W/ ® I ® p 2• p ALVMWNL - EXISTING p I I S1 S1 12) i/4'0-1&1J 4' I1WQPLDEI TIX FAR GLASS G I I (IYP. iOP/BGi1W]Ij I (IYP. iw/80np1) 5 R»�P h BOTTOM) A I I ®p I ® o u SECTION S1- S1 S S ° o (11P. IOPn0u)4 TOP/DM) 1 1/16' 4 Min. p p / MIN. POURED CONCRETE E.D E.D. - AIW. 1 1/2'n T5/16'0 l G (T'cm3 YY) 5' min. !/I6'0 TMWNS XL W/ MKN REQUIRED TAPCONT. ANGLE W/ S/Ifi'0 TPfYANS XL W/ F 2 1/P Min. EMBEDMENT O 24' o.c. � / �j 2 1/4• W. EYBE01ARIW, • , 0 24'o.X. IHr MOU , EDGE Of SU8 IvuAA F SLABWALL •' JCui$''•.,✓,9 FLORIDA BUILDING CODE (Nm L0O6 VIHOCCRY Qummm sae) _J (rn 3 mo IF APRIG&E5'172 nea D F APPLICABLE 1/2' Mt. EO�FOR J/B'0 FAii AINNOM N • - • as 167 °: a O40Li nUFI° WC. Nautilus °��� �]' MIn. E.D. 'Min. E.O. FOR I /4'0 S0110-SET ANCHORS : �' t Min. ED. I 'Yin. ED.--I�fOR 3/6'O kp➢f BDi R FXPANSIOH NJCNORS : - 9 : 7f �L !� C 0 RoQWgShuffa,3jsfnHl mlLUn L---3 1/6" Nin. ED ]' 1/6' Ifin. E0.--4--fM 5/16'0 TAPCl1N %L INCNORS 9 i G INC. EXPERTSHUTTERsvERVICES INC. .IpA ter•' W' 1W W '0.°�mppY„"p°0nY Nw•�IDIw�••4N.Fe.HYOP„-�v, Wn ST. WdG HL 149N -2 17-244 FLOOR TO CEILINGITRAPPEDANDWALLMOUNTING:STORMBAR "--s� NALENG�H11111 - mwm„a `�� `- SECTIONSIV P.E. ' S9' TUBE/DATE worm A FARM M. nl1T a. P.F. 9 44161 SHUT i xx Mtn. E EDGE Of SUB If APPLICABLE POURED CONCRETEJ (f'c w 3 kxl Min.) 8' Min. NICK REVD. MIn..EO, OR (1 3/4.0 KWIK BOLT TZ EXPANSION ANCHO O END AND INTERIOR MULLIONS©& (ORIENT NON BI) AND END MUWONS©@ GI (ORIENTATION 82) FOR (2) 3/4.0 KWO( BOLT R EESANSION i' I.. E.D. ANCHORS O INTERIOR MULLION (ORIENTATION /2). EDGE Of STAB Ifl- MPIIUELE ems. C I G OR Gt Fry n (6061 LE L^ i Ek)F7(IDOOR Aum. ANGLE EA. SIDE W/ M (2) 3/4'0 TH U BOLTS YY1S ? ® ii0 MUWON &—� ((1) 3/4'0 1(yA BOLT R EXPANSION ANCHOR jS G/®r V Q�B Or W/ 6- Min. EMBEDMENT TO POURED CONCRETE (Typ. 06 R/8 or p R�8 or TOP & BORDN) RIIB RIB G1 P Qj7d 3 I' � m (DR 3'x3'x1/2'xO'-4' (6061-T6 ALLOY) NUM. ANGLE EA SIDE MI/ (2) 3/4'0 1H�g,U BOLTS TO MULLION G & (1) 3/4" WE SOLI TZ EXPANSIC ANCHOR W 6' 1Sn. ENBEONEN TO POURED CONCRETE (Typ. TOP & BOTTOM) SECTION X1-X1 W/ ( ) (END & INTERIOR MULLION) (W/ ORIENTATION 1 1) (6"X4x) DRERIOR u s SECTION X1-X1 W/ / POURED CONCRETE V'I: a'Z. MkCKMREO-D. slag � (W/ ORI(NTATI)N & 1) FOGE OF SUB 8 %4' IE APPUG&C �R (2) 1/PO ERIO BOLT IO E1„(PPNSION uUI. E.D. ' !!n. E.O. ANCH O INTERIOR MULLION C'/ I o0G' (ORIENTATION /2). Min. E.O. Wn. ED. R (1) 3/4'0 KWIK BOLT R EXPANSION All ••.• ANCHORS O END AND INTERIOR MULLIONS 1L ©& ® (OR[ ANON /1 & P2) AND : I� END MULLION G�i (ORIENTATION 02) FLOORTO CEILING)TRAPPED MOUNTING -MULLIONS (GOR mn SECTIONS W-1 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION SCALE: 1/W - 1' 1/2' 3- x3'xi/2'x0'-S{'��� 061-TB ALLOY) am. ANGLE EA -SIDE W/ 03--4-3--- UTBOLTS3/4b NWIK SOLT T1 ANCHOR6' 1/21ANSION Min. EMBEDMENT POURED CONCRETE TOP & BOTTOM) W.1 ALTERNATIVE SECTION X1-X1 W/ (G)• D Lv 3 xs'xl/2's0'-8• (6061-T6 ALLOY) 3'x3'd/250'-B' (6081-T6 ALLOY) Amn. ANGLE EA SIDE VOW) 3/4'0 Aim, ANGLE FA SIDE W/ j2) 3/4.0 THRU BOLTS TO Mi C� & (2) THRU BOLTS TO MULLION AFFG & (1) 6/4•m KWM BOLT TZ EXPANSION 3/4.0 KWIK SOLT Ti! EKP SIGN ANCHOR W/ 6- Min. EMBEDMENT TO ANCHOR W/ 6' M;n. EMaF2R TO POURED CONCRETE (Typ. TOP & POURED CONCRETE (Typ. TOP'& BOTTOM) BOTTOM) (END MULLION ONLY) ,(INTERIOR MULLION ONLY ALTERNATIVES SECTION X1-X1 WI CGS DRIE14TATIQN S 2) �-1 (4-4-) BOX NOT SHOWN FOR CLARITY O=I? n= me r3E Nautilus Il01Dngshntbfs"fmm °"niL L< m ODA4/I7 DA[ EXPERT SHUTTER SERVICES INC. Ibpe ix. BUNORE slam PART ST. LOIA. R 24964 .Ioc Isom, ,..-emm . TAa mM m-mom 17-244 yypm ILL IDm In 01A NW. E.D. (SEE SCHEDULE EDGE OF Sw M AP➢MGRLE—I rrY� Y�g�oAAAAA C^ N8y �XZ�Il 0/8 or R/8 or R'/8 (W. 1' Min. EDGE OF SL BI Mi, ED. 7(SEE SCHEDULE Mn. E.D. a) ANCHORS — SCHEDULE /1� (SEE SCHEDULE EDGE OF sue C ARwiuelE RED CONCRETE J kM MiCJ. SCHEDULE /1. 0/8 or R/8 or R'/8 tiD. E.D. (SEE SCHEDULE iED CONCRETE . 2 Ind Min.), SCHEDULE 11. FLOOR TO CEILING /TRAPPED MOUNTING: MULLIONS n OR n SECTIONS MI i l;'Te )SEE YAxORN©(INTERIOR) & (DM h BMW) TWPPEII WOUNDED NJLUC1iS SFAN OMM BY SCHEDULE 1B FOR CSTUA1gN CASES 1. 14 k D 01 SWIT 25. LIRE Lou. WULIIGN SPAM AND 9AN BSIuuw IFDU O4 USE I - R6RIDLW N0 CGLWERCLL N4IKADINA M JIM pal. MODERN AS.D. DESIGN PRESSURE RATNO; 12'-O• MANWW MULw1 SPACING, SEE SCRBIRES 11 k 12 MR IADHRONAL SRCS MUM UY k - RE90fNR11 MN COMUSMI1 APPUCARON W/ :STIR p4.1. IAAWW IILSD. DESIGN PRESURE RAYING. S'-0' MIIDIUM YURURI SPAIM SEEMOUSES 11 k 12 FOR ADDROW. SIM ALTERNATIVE SECTION X1-X1 W/ nk Nax1AIDl I)m. D - COMWmaAI APPLICIT i MR AWOO Pal. MAXIMUM ASR rLtt 11/2' DESIGN PRESSURE RAIW, R'-0• MBWN MGLION (4'x6' INFERIOR MULLION ONLY W/ ORIENTATION. 2) SPACING. SEE SCHEOIRES 11 k 12 FOR ADOMONL 1112 SPECS 0) ummRs 7^41/4'rm'-B' 1' 8' 1 (sEE ECHFDUIE 12) 2• 2• A 81-TB ALLOY) ALTERNATIVE SECTION X1-X1 W/ n. T6 L FA. SIDE (4) ANCHORS — (SEE SCHEDULE t (4'x8' INTERIOR MULLION ONLY W/ ORIENTATION 2) CA 1(4'x8' INTERIOR AND END MULLION ONLY,VMORERTA7W.4--l11 Q END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS , D srue 1/e• - r _S • SHOE RAIL QD AND BO% NOT SHOWN FOR CLARITY ' SCHEDULE it UcFTQUAnOYNI N SW 1XIGWRS MRNOR TYPE h SNL GYP. POP III201T014 NBA NIL BUS O �FOk 2/B•0 HM WC HIN-H SCRM k S/BY PCAER FABIDIFA OE -BOUT POFi 0 (INTERS" NI MONS 2 1/2• k 1/2• WW% ORIENTATION I 4' 1/2•0 NO INC HUS-H SCIFIFY h 1/2•0 POWER FASIERER ISMKE- BOLT ANCHOR r (DID h MTERIOP) AHLlI1GN S• 0' W/ ORunvioN /1. 1/n nnn WC KNIC BOLT R ONLY FOR@: 0 RRFxNR IR110H5 W/ (AINTTAIMW /2) k 0 (EN WILLIDN W/ 2 1/2' S I/f .mr /1). 4 P Z. XRn wT NVS-N S k 3'1 POWEA Fr$IDIEN O OR IMWOR O• p• uUWON)BWU/ O At10NS OV 2D10 .4 WL1 PIC MM DOLT R ON OR W/1WmAtON 12) k 0RDh OW ] 1/4• ) 1/2- Po9 D B IODACN1). /2.4 Wln WC HUS-H SCREW OR 1/2.4 PO.ER FASTENER BOLT rNG10R SEE NOTE ON SGR➢UI�IB'QN S. B. / OWF)DUKIS it OR ji COJh ED R. SCHEDULE /2 INAAlSAT10N IWCKNRS ANCHOR ME \ SEE (RP. TOP k BOIMY) UK ANCHOR 0 49R REOD. [YBRY[Nf)11 A k h D 4• 9=-BH � H SCREW 4I B/B•. POWER FASIEI,R 2 1/2' 1 7 1/2' C2012 RT[m P'C. Nautilus ��°9�uttsrkykhm L TEC O EXPERT SHUTTER SERVICES INC. 1626 S.W. BLRCRL STREET INC IN .....EAno coYP4N+ S, m .0 n 111N Ouw, BED L< 17-244 m,n,Q N4 ANSI M W IS 1 4CR'TE (To - J Id tan) NET. THICK REO'D. u 7 3/4- Min. E.D. ©OR G7 �n 0/✓ or R/8 or R'/8 3'e ED CONTINUOUS POURED----�, CONCRETE (re - 3 Id Mn) 8" Min. THICK REVD. ` w/6' Cont. & BOTTOM) W/ 1/4'06/4- IIN HULL ICK TEK SCREWS XL W/ 2 1/4'� W/ I. O.o,0.D60' C VMIMED STEEL O 24' D.C. WASHEIR O 24' D.C. `1 {( EDGE IF APPLICABLE I JIIINIIII / IT \ � 7 3/4' Min. E.D. � END CAP POURED CONCRETE (1'C e 3 kei Min.) _ S' Min. THICK REO'D. EDGE IF APPUfABLE T-----1 -- 7 3/4' Min. E.D. POURED CONCRETE Dam (rc o 3 k61 Min.) V Min. THICK REO'D. EXIF780R 2' *2- Min. 2' GORGt 4. GORG L' 7 3/4- Mln. E.. 0/®F] ]/4' E 2• I 1'd/6' R/8 Or L_ _ _ y 4'x4'.]/6' (6061-TB &LOY) , N6omi ANGLE °FA SIDE / T um. ANGLE M SIDE. EDGE IF APPUCABLE R' 6 EDGE IF MPUCABLEJ /1(WALL MOUNTED SHOWN. MAY BE SECTION X&X2 W/ n OR (R* ALTERNATIVE SECTION X2-X2 W/ iG7 OR CG'�• /Z�f ALSO INSTALLED TRAPPED MOUNTED (Fun & INTERIOR MULLION) PER SECTION R'-R' ON SHEET B.) lEND & INTERIOR MULLION) ,(W/ ORIENTATIGN N 2) (W/ ORIENTATION N 1) (4"%6" of 4-xb Li I/2-xl 1/2-xO.062'xCONT. ALUM. (6'%4x or 8"%4e) ANGLE W/ 1/4.00/4- ITW BUILDE% TEK SCREWS O 24' C.C. TO TUBE. If2' • SIDE RAIL@NOT SHOWN FOR CLARITY Oro. tOP/R�RPII 1 I/2' �44. 1.(OP. Twomaim4 7 3/4' -10'(6061-T6 ALLO1) Alum. ANGLE MIN. E.D. -E(2) 3/4'o THRU BOLTS TO MULLION \ Vf/(5• MinEMBEDMENT TO PORED CONCRETE ON R \ \ wAu. (Tn. TOP & BOTTOM). EDGE If APPUCABIE WALL MOUNTING: MULLIONS (OD OR (69 POURED CONCRETE WALL SECTION W-2 END & INTERIOR WALL MOUNTED MULLION INSTALLATION SCME 1/w -1' �pA.T1LVj,._ 3Q;.r'"�•GENS•"••,'� E 0.0Ridl BUILDING CODE Mon oleo valoenr aMMwnt Zane) ! 140.44167 = °'0° `° °� Nautilus °"'" °° * * �' : Roaing 4lWNrr Sy,f4m CCA4/17 �:.... T �L ECINC.�Cart ¢mxD a namxaamCouP,xr EXPERT SHUTTER SERVICES INC. 9Q�� U1('r l\x 4m xxw. v m rwY n v�u Imo SW. B41umM STREET 17-244 6\ ITET nrex3ni-IaW . r: 4Nn-,v, ItlRf ST. ' I= IL S4SS4 lft� �w -met uA[eOOYmn rypp l'M Ta•PN.. anOR -WrG s/ONALE�1 IL_ A n�u6rt11b. P.4 rini! I'm" Pt Sb[E/DATE Nma04.�• E 441m e 3 1/4'073/4' RYf BUILDEX TEK SCKINS W/ I. O.Dx0060' MVM12M STEEL BLE 2�XMUWON DEPTHxt/B' LNnL Y'.0 O 24' ae \ ALUM. TUBE (TOP & BOTTOM) W/ EDGE IF APPLICABLE 2 1/2' S/I6'e TAPCDN$ xl W/ 1 I/4' — 01n.1E.D Mh EMBEDLIENT O 24' o.c. r__ 7 1/2' Min. E.D. EDGE IF APPLICABLE T----- 7 1/2' We. E.D. 1 1 1/4" mh 1.I 2 POURED CONCRETE , ` J kC Min.) J 1/2' I ( I \_/ POURED CONCRETE (fc = 3 Net Min.) 4. 6. 1 6' Min. THICKNESS REO'D. DfIEfDOR 6. Min. THICKNESS I REO'D. 2' G OR© IEO. 4. CONrXUOJS POURED /2' CONCRtEIE (h . J lai Mn) Ni EO. I ENO LM 7 1/2' L . E. . 2' 7 1/2' Mfn. ED. 2' E0. 6 Mm THICKNESS REO'0. N 4' I � , 4'X4kl/P (60B1-TB ALLOY) ,L_ _ _ y T 4"x4%I/4' (6061-T6 ALLOY) un. ANGLE FA. 90E. NI I G OR G1 O O EDGE IF APPLICABLE AWm. ANGLE EA SIDE EDGE IF APPLICABLE Q/8-or R/8 or R'/8 INUOUS POURED :RETE (re = Jl3` 6" Mn. THICKNESS � EXTERIOR ALTERNATIVE SECTION X242 W/ (G� OR (GI (INTERIOR MULLION) (W/ ORIENTATION 4.2) ]/88 or (4"x6or 4'x8') /B or R'/8 (WALL MOUNTED SHOWN, MAY -0HE ALSO INSTALLED TRAPPED MOUNTED PER SECTION'R'-R' ON SHEET B.) 1 1/2"x1 1/2"X0.062'xCONT. ALUM. ANGLE W/ 1/4"OX3/4" RW BUILDEX TEK SCREWS O 24' o.c. TO TUBE. (re. W/WTW ANGLE MILLION - - WALL' DYP. TOP & BOTTOM). EDGE IF APPL, LE WALL MOUNTING: MULLIONS n OR fi79 , POURED CONCRETE WALL SECTION W2 0END & INTERIOR WALL MOUNTED MULLION INSTALLATION APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS' SOME:, 1/6' . 1' ALTERNATIVE SECTION X2-X2 W/ CGS* END & INTERIOR MULLIONS) (W/ ORIENTATION k 1) (8'A4 )SEE MAXIMUM ©(INTERIOR). & 0 (END & INTERIOR) WALL MOUNTED MULUONS SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES V & R' ON SHEET 25 (LIMITED LOAD. MULLION SPACING AND SPAN INSTALLATION): IISTAUADON CASE C - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH t60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULUON SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILT INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INSTALLATION CASE V - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KYAK BOLT TZ ANCHORS. Q T(U 7.$IDE RAIL QD NOT SHOWN FOR CLARITY ON17 TLTEW eYC L ECOENG. FLORIDA BUILDING CODE (Non IU9N Velocity BNnlcm. talc) Nautilus Aolfln nutferSjr b L< °"'"°" ®/N/17 oa (PERT SHUTTER SERVICES INC. lexe SW. MWORE 9 PeIR W. LIKE. R 318e1 germ (ex) )n-sT.e . rLL ) n1-ovn 17-244 lN611)Awn Min. E.O. 'Min. E. MICHOR530 END MULLBION EXPANSION 3'X3'X1/21O'-4' Y (ORIEMAIIONS 11 0 B2). (6081-T6 ALLOY) Num. 1 1 2• ANGLE EA: WE W/ (2) MR (2) 3/4'0 kWIK BOLT R E iPAN6lON }/4.0 THRU BOLTS TO 1 1/2• Min. E.D. Mi. E0. M'CHORS 0 INTERIOR MULLION FD MULLION 4 (OIII ATION 02). On< BOL R E% INSON ANCHOR W/ 6' Mn. EOCE OF SV,B LDIXIE Oi�S.UB EIeBEOMEM 70 POURED S APPUC.81EF rl i I I i 17 OI APPUCABIE CONCROTTOETE CrYP• TOP h IFR Y IXOR POURED CONCRETE G J' (Yc 3 Inti Min.) 8' Min, THICK REO'D. o 0 d- 3' o � 0 O 2' 2' n E%16TIN —1 �• GLASS u I. SECTION X3-X3 W/ l� u 'Em. 1FNn MULLION ONLY u G2 1 1/2• 41 1!' fj,9 ORIENTATION k 1) 1 i/ • 4, 1 t/ n� (7"%4') E1e 0,/8 n Or/8 4' E)(IFRWR 4• PxIE1GOR �A a cz cz o z I I/2 1' , ,/2 1/Y 1 1 ® Ri/2- 1/2'X T' _ 3 (rm.Tw/XeoRau) (I1v 3DP/Bmt6N) 3-.311/2'e0'-T (6061-T6 ALLOY) Alum. MGLE FA (DE W1B ) 3/4 u E0, E0. Alum. ANGLE EA. SIDE W� 2) 3/4'0 Alum. ANGLE FA. 510E W/ 2) 3/4'0 LHIYU BOLTS TO MUWO d: THRU BOLTS TO MULLION A jl POURED CONCRETE (I) 3/40 KWIK BOLT R ANSION (2) 3/PO KWIK BOLT R %PAxS10N Y 3. (1'c = 3 int Mm.) ANCHOR W/ 6' Min EUBEDUEM TOPOURED ANCHOR W/ 6' Min. EMBEDMENT TO POURED CONCRETE (I;;. TOP k 8' Min THICK REO'D. BOTTOM)CONCRETE (Typ. T0P 0 BOTTOM) (END MULLION 0NY1 _(INTERIOR MULLION ONLY1 ALTERNATIVE SECTIONS X3-X3 W/ GP CODE OF SU8 � I 1 III ; I EDGE OF SLAB F AP 11I1 IF APPLOBLE ORI(4'x7 OIJ Y 2) . - OR (2) ]/1IN INTERIOR MULOLTLION T2 E AN90N • D BOX IIII.-�A- M1n. E.D. LL-L --+»! L6n E.D. aOGHDRS O INTERIOfl MULLION A• Ti((/•'•., •SIDE RAIL Q AND BOX NOT SHOWN FOR (ORIEMATION B2). '•• T✓9 :, CLARITY. Min. E0. Min. EO. Oq (11 3/4'0 WX BOLT ]F EXPANSION . r .... 1' - FLORIW BUILDING CODE (Non Btg6 Velocity Hunim lane) ANCHORS O END MUWON� (DREAnnn6Ns Bt u gz). Im Nautilus FLOOR TO CEILING/ TRAPPED MOUNTING: MULLION G? , 'L ECOIMO. RaR1ggSDVWetSysbm ,.nn, SECTION W-3 E p'' trolpl�`.6 ,tP` Tuan� n�e mwxctmrlc .'Am, SHUTTER SERVICES INC. '` "'7l \ 1 Uv •.. r.. w m moo.• rums n via r826 4v. BUTuovt STREET 17-244 ul. ra fAn'An-rL. PORT Sf. MICt. 2 JtWN IeAAU F END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' . S/ONAV E�p1'� 6,r n °6 wo N' °° 0 M'm' e1� nµ1tR A T. .V. PL r 916T Ii > ]6 SU1E 1/6' I' P.E. SFAL NRE/OAIE ROMM U., 14nm Min. E.D. Er(SEE SCHEDULE DSE_� N n L n n 0 ti EXISIING--i GLASS Win. u 0 Q'/8 (DP• Mtn. E.D. I —(SEE SCHEDULE /1)-I ME 01 r� l POURED CONCRETE IF. a 3 "1 Mb.). SEE SCHEDULE 11. G EXRRIOR (m� i *xj ALTERNATIVE SECTION X3-X3 W/ (GQ ,(j"// ORIENTATION A 2) (2'x7' INTERIOR MULLION ONLY) POURED CONCRETE O'c a 3 bi Wn.). SEE SCHEDULE 01. • SIDE RAIL Q AND BOX NOT SHOWN FOR CLARITY. EDGE OF SUB .)l(JII IIIjIL /� VFLCE OF SUB U MR1Prh j IF APPUGBLE Yin. F.O. NIn. DU. J `(SEE SCHEDULE B1 (SEE SCHEDULE Bt) FLOOR TO CEILING /TRAPPED MOUNTING: MULLIONS G3 SECTION W-3 A. Tlu? ,;let No.44167 Q INTERIOR TRAPPED MOUNTED MULLION INSTALLATION APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS ?_� SD4E' Ile- 1- 'J SEE MAXIMUM © (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 1b- FOR INSTALLATION CASES I, la & II ON SHEET 25. (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): 11,10ALIATWN CASE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH *60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0' MAXIMUM MULLION SPACING. SEE SCHEDULE y1 FOR ADDITIONAL SPECS. -[WALIARON CASE To. - RESIDENTIAL AND COMMERCIAL APPLICATION W/ t60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, B'-0' MAXIMUM MUWON SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. RETALIATION CASE II - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING. 8'-0' MAXIMUM MULLION SPACING. SEE a,.ornmr u. me nnmm�n�u c°rrc SCHEDULE 01 INSTALLATION MIN. SLAB THICKNESS ANCHOR TYPE & SIZE I MIN. ANCHOR MIN. EWE DISTANCE FOR CASES REO'D. (TYP. TOP & BOTTOM) EMBEDMENT ANCHOR 3/8.0 HILR INC HUS-H I 4- SCREW. 2 1/2- S 1/2' 3/8-0 POWER FASTENER WEDGE- BOLT ANCHOR V 4. 1/2.0 HILT INC KWIK 2 1/2' S 1/2' OLT TZ II e' 1/2.0 HILT INC KIRK 3 1/4- 7 1/2- BOLT TZ °'°""rz`° mNautilus Ro9WySA0ff0r3ysbm ° m ME 'C OINe. 0!/Ra/IF EXPERT SHUTTER SERVICES INC. Ime st. DaluoFE s11RCT ppRl 51, NGi F. NRSa wmr(v IM vv-area . ru. 1 en.wvo ra0 a Exwxcwx0 eOHNun n i-gym✓�. Do9an-mI -me➢: IN[eOMl.cm� ®-owe iP w r�wiu iu, .i.'PE 17-244 W�wl11Y. • u�ww • lNRT 19Ab16. EIF opumLi r.MULUON 0EPTHx1/8C.I. ALUM�^ 5 IB- TUBE TAPCON05 � W//T]M) Y4 1/YPx3/4' NW III TEN SCREWS W/ I. OD.x0.060' CALY.W12E0 STEEL 2 1/6'WASHER Min. EMOEOMENT O 2{' o.c. O 24' P.c. 4' W. LD EDGE IF APPUCABLEI 1 -- 1 7 3/4'Min. E.O. ( CONTINUOUS POURED MII IO' CONCRETE (re - J W S' Min. THICK REO'D. + POURED CONCRETE (Pc J kIC Min.) i B' IAIn. THICK REO'D. All I END CAP g n �d tl� Ef0'. CV e F a N /LD YIM1 ' 0 S 7 ]/a 9 MIN. E.D. (re. W/wuo EDGE IF CONCRETE (re - J Id 1,10 W Mi. THICK ItEOb. 1- 1/2' 111 1/2. 1"' 4''x4'v]/8'x0'-10'(BO81—i6 ALLOY) Mum. ANCLI EO EO EI. SIDE Wl (2) J/4-0 THRU BOLTS TO MUWOI \ \� 4• k (2) 3/4 P KWIK BOLT TZ EXPANSION ANCHOR W/ 5- Min. EMSEOMENT TO FIGURED CONCRETE WALL. (1Y'P. TOP O BOTTOM). WALL MOUNTING : MULLION POURED CONCRETE WALL SECTION W-4 R WALL MOUNTED MULLION INSTALLATION SCALE 1/8' a I' (WALL MOUNTED SHOWN, MAY BE D ALSO INSTALLED TRAPPED MOUNTED PER SECTION O'-O' ON SHEET B.) I 1/2'xi 1/2'xD.062'xCONT. ALUM. ANGLE W/ 1/4'Ox3/4' RW SUILOEX TEK SCREWS 0 24' o.c. TO TUBE. 0 �4 P.E 7 ]/P Yin. E.D. 4 M1]/8' (6081—T6 ALLOY) um..WCLE EA. SIDE. EDGE IF APPUDABIEJ SECTION X4-X4 W 21 (END & INTERIOR MULLION? ,{ORIENTATIONS 2) (4-XT7 • S1DE RAILQD NOT SHOWN FOR CLARITY O tP17 KR[0 O1G �( L E C 0YM1"�eYo.Y. EXP(E!!R!LTIT Fun Inn m oe/t4n> Hurt 17-244 HtlWi F SIR1 1] vm EDGE li APPLICABLE 2'XMULUON DERHX1/8' Cont. ALUMTUBE (TOP & BOTTOM) W/ 1/4'0.3/4. OW BARD" TEX SCREWS 15/16`0 TAPCONS XL W/ 2 1/4W/ I. O.D.O.M' CALVAWZED STEEL Min. EMBEDMENT O 24' 0.e. WASHER O 24' 0.a I i � 4 ]/8' NKn ED. ` END CAP p CONS POURED F CONCRETE'min. (re 3 to Mn) ° I 0 MOT. THCNf3iS 1 E RE �r REO'D. 4 � e o o � (WALL MOUNTED SHOWN, MAY �.'n MS-0I I D BE ALSO INSTALLED TRAPPED GtAss I MOUNTED PER SECTION 0'-O' ° ON In ° I EXTERIOR =1 ® n a Q a'/S I Min. E.D 1 1/2'zI 1/2'z0.062-xCONT. ALUM. 4 3/9' -1 y ANGLE W/ 1/4-0z3/4' FTW BUILDEK MIN.-ED, 1 TEK SCREWS 0 24' o.c. TO TUBE. 3 4 l/B' ' `(2) 3/8'0 K BOLT TZ EXPANSION ANCHOR MIN. E.D. S W/ 2' Mln. EMBEDMENT TO POURED CONCRETE WALL. Dr. TOP & BOTTOM). EDGE IF APPUCABLE CONTINUOUS POURED CONCRETE (re - 3 W Q 8' Min. THICKNESS REID. 4I WALL MOUNTING: MULLION POURED CONCRETE WALL SECTION W-4 p INTERIOR WALL MOUNTED MULLION INSTALLATION * =90 BLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS SCALE: I/B' - P P.E EDGE IF APPUCABIEA 4 3/8' CONBNUOUS POURED CONCRETE (fe • 3lei W Min, THICKNESS REO'O. M 4 3/8' EDGE IF APPUCABLE-/ SECTION X4-X4 W/ �3 @�f�3I771,PA(fL47J ORIENTATION O SEE MAXIMUM Q (INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' h IL' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INISTAUARON CASE I' - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 p.B.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0- MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO CONCRETE W/ HILT] INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INSTA A110N CASE Q' - COMMERCIAL APPUCATION FOR ±100.0 p.B.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULUON SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS, SHOWN FOR CLARITY Nautilus RoWngSDIZtta3y4fPm °' w m04rtn 40v 7L ECOuim EXPERT SHUTTER SERVICES INC. 17-244 nun tEmxo n FHcwXuwo C°YPAxV ulewOcdem, Inxe SW. Ma r 5ran W. LUC2. F.] 984 STEP 1 OBTAIN SPAN IN jOB SI PROTECT IDES EN PRESSURE E SURE RAT02. HEE7 FOR R THE OPENING AND DESIRED SLAT STEP 2: ENTER TO CHARTS (la, lb & lb' 1 THRU IC ON SHEET 15 TO DETERMINE, BASED ON AN IreSLAT SLIP On), ANCHOR TYPE AT SIO RAILS;A.S.D. DESIGN PRESSURE RATING(P.S.0; THE REQUIRED MAX SLAT SPAN 'L'ft. THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION: • ENTER A.S.D. DESIGN PRESSURE RATING: SEE STEP (1) ABOVE. • FORA SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: Lentz: THIS 15 THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1Q' SLAT SLIP MAY BE USED, FOR A GIVEN AS.D. DESIGN PRESSURE RATING. • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART lc: PROVIDES SEPARATION TO GLASS FOR PRODUCTS WIO OR W/STORM BARS (SEE STEP 4). STEP 4; IF PRODUCT INSTALLATION INCLUDES STORM BARS, MULLIONS OR STORM BARS & MULLIONS, THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. PROCEDURE 4a: IF STORM BARS ARE USED 1 CINIMUM HART Ic, ON SHEET 15. IT SHALL BE MEASURED FROM BACK ATION TO GLASS FOR SLATS IF STORM BARS OF E USED SHALL BE SEED ON SLATS TO GLASS. 2. ENTER TABLE ION SHEET 22 W/A.S.D DESIGN LOAD; STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3ON SHEET23. WITH A.S.D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP & BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A & D) OR REMOVABLE (ANCHORS B & C) INSTALLATIONS & A CHOICE OF 2 OR ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 41, IF MULLIONS ARE USED BUTW/O STORM BARS 1. MINIMUM BE RASED ON CHART I O ON SHEET 1S.. IT SHALL BFOR SLATS IF EONS ARE USED BUT W/O STORM BARS SHALL MEASURED FROM SACK OF SLATS TO GLASS. 3. SEE SHEETS 10, 10A, 11, 11A, 12,12A. 13 && IaA FOR REQUIRED MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR CONCRETE FOR A ONENQMULDIOCEILINGN TYPE (�3 ,�EDO BVLL MOUNTINGS OF MULLIONS INTO PROCEDURE 4C IF BOTH STORM BARS & MULLIONS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALL BE BASED ON CHART Ic, ON SHEET 15, 1T 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 1a THRU 2c ON SHEETS 24.25& 26 W/A.S.D. DESIGN PRESSURE RATING; MAXIMUM MULLION SPACING (MAX.. 12'. S' OR n. AND DETERMINE MAXIMUM MULrLLIIOT SPAN N (FOGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FORAONEN ��OOJj 8 ), MULLION TYPE & MULLION ORIENTATION. 5. SEE SHEETS 10, IIIA, 11. 11A. 12,12A, 13 & 13A FOR MULLION CONNECTION DETAILS AT TOP d BOTTOM FOR FLOOR TO CEILINGy�TRAPPED) R WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE (©. V , ®& 0. • 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. T& No. 44167 1 1 0 2011 m ua e ILIEC p111 SHUTTER 17-244 mre r SLAT PERFORMANCE CHARTS I8 Ib. Ib' & IC: (ONLY VALID FOR 1/2" SLIP) FORA GIVEN A.S.D. DESIGN PRESSURE RATING(P.4, PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O CHART Ia QTnpm PARR CHART Ib CHART Ib' CHART IC Og 7NE A.W. LAIR 115E MA1mlw PDsmt Asa 10/D v7ulE 3!B1-0 tg! BOLT 3ANCHOR POURED CONCRETE 5/16'6TAPC0NXL ANCHOR 5/18'o TrumAPCON XL ANCHOR ro 04GR cru Oaxauic 011CI1 ro 6DW9m Cv+cLLR &S.D.. ITA)L SLAT ... 'LuAL, (FT) SLAT SP ' (FT) �T(SP REQUIRED MIN. SEPARATION TO CLASS MEASURED TO BACK OF SLAT (in) F�WML MTWO (Pe() JDA SSA 40.0 45.0 50.0 6S0 50A 65.0 70A 75A no 53A 90A 95.0 100A I010 110.0 710A 1]0.0 160.0 H0101T w =cs M 20'-0' 20'-0' 2W-O' 20'-D" 20'-O' 20'-0' 19'-5" IB'-{' 17'-4' 16'-B" 15'-B" IS'-D' 1{'-2' 17'-5' I2'-9' 12'-2' 11'-0' 10'-B' 9'-10' B'-6''-2'10' e'-]' e'-0' DUMPED MasO m Imo • IS'-{' 15'-3' 15'-2' 15'-0" 1f-10' I4'-B' 13'-9" 12'-11' 12'-1" 11'-7' II'-0' 10'-B' f0'-/' 9'-6' B'-{' 9'-0' B'-B' 8'-1' T-B' i-0' T-2' BUD•OIR �I1R� � 20'-0' 20'-0" 19'-7' 1B'-0' 10'-9' 15'-B" 14'-9' I3'-N' IN-3' 12'-7" IT -Om 11'-T I1'-2' 10'-9' 10'-5' ID'-1' 9'-9' 9'-6" 9'�T' 9'-0' 8'-9' B'-6" 7'-IO" Y-8' 6WD-Wf© wlxr W/ = B ♦ 20'-0" 18'-0' 16'-6" 15-3' IV-2" 13'-P 12'-7" 11'-11' 11'-4' 10'-10' 10'-5' 10'-0' 9'-B' 9'-4' B'-1' 8'-9' B'-8' B'-T' T-11' 7'-9' ]-] ]' ]'-0''-2' TLVL OaPR tY2lore M 20'-0" 2W-0" 20'-0" 20'-0' 19'-1' 1]'-9" 16'-9' 15'-8' 15'-0' 14'-3' 13'-7" 1J'-0" 17-fi' 12'-0" 11'-e' it'-3' 10'-il'a,IO' 10'-3' 9'-9" 9'-6' 80' B'-0• IAIPRO Y0.P0 ffi lOm 4 IW-4" I0'-0" 14'-W 14'-2' 13'-1' 12'-{" III-8' II'-0' 10'-6' 10'-0' 9'-5" 0'-0' 8'-10'1' B'-5'-9' B'-4'-5' 8'-0'-2' 7'-B"-B' 7 -5"-5' T-2'-2' 7'-0'-0'-2' 8-10-10' --0' - 6D20�III ffi 20'-0' 19'-0' 17'-4" IB'-0" 14'-10' I3'-11' 2' 5' 10" 4' 10' 5' 17�10' -B'W-11" 7'-1' 9U2B-911r uawr Ir/ 6Q s¢ wDl t 1B'-0' 16'-3' 14'-10" Is-B" 12'-10' IY-1' 11'-5" 10-H' 10'-4" B'-i1' 9'-7' B'-] 8'-11' B'-7' e'-4' B'-T' T-11' V-8' 7'-6' 7-1' ]'-1' - - WALL 90UIf sa rmo • 2D'-0' 20'-0" 18-11' 17'-4' I6'-2" 15'-0' 14'-2' 13'-4" 12'-9' 12'-0" I1'-7" 11'-2' 10'-9" 10'-4' 10'-0' 9'-B' B'-3' 9'-0' B'-il' B'-B' 8'-5'T0' B'-2" 8'-0' T-ID' 7'-7' ]'-5' IfUPPFD OBMI ffi mto A IS'-4' IT-0' 14'-3" 14'-2' 13'-1' 12'"' 1V-5" 11'-0' 10'-8' 10'-0' 9'-5• 9'-3' B'-10' B'-5' 8'-a' 6'-0' 7'-10' ]'-8' 7'-5" T-2' e-10' - - _ - 6B40.OBT s¢ w1F9 / 18 -0• IB'-3' 14'-10" 13'-9" IT-9- 12'-0" 1V-4' 10'-10" 10'-P 9'-I0" 9'-3" 9'-0' 8'-10" B'-8' 8'-3' 6'-0" Y-9' 7'-8" T-5' T-]' ]Y 7-0" 8'-10' - _ _ -0.1T B�BT 11/© 'ffi xoDi ♦ 15'-6' 14'-0' 12'-9' 12'-0" itr-0' 10'-V 10'-0' 9'-S. B'-0' 8'-10" B'-8" 8'-0' 8'-0' 7'-B' ]'-B' T-1' V-2" 7'-0' B'-10" 8'-8' 6'-B' 6-5 6'-4' - - _ WIG SRXDI la 1' 1' 1' 1' 1' 1' I. 1' 1' 1' I. 1' 1' 1" 1' 1' P 1' 1' 1' I' 1' 100' 1' 1' SIRS YAI♦D 14 1 2' 14 i 2' 14 1 2' 14 I 2" 14 I 2' 14 1 2' 14 1 2' 14• W STORM f 3 B' 8' B' 8' 8' SIRS x9ID: 0!¢ 7' 7' 7' 7' T 8' 7' 6' 7' 8' T I3 1 2' 8' T 13 1/2- IY 13' 12 1 2' 12 1 2' 12" II 1 T 1f 1 2' B' B' 6' 6' B" 8' Y 7' T T 7' ]' 6' Y 6' T 11 1/2' 6' 7' 11" lY 101/2B'-5' 101 2" 10 0 10' 10" 6" B" B' B' 6' 7' )" 7" 70 7IOSA B' ]" B• 1 7' • HD)F5, 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 k 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. 2. REOUIRES SIDE RAILS FASTENED TO EXISRNG STRUCTURE WITH 3/8"0 JOCK BOLT 3 ANCHOR OR 5/18'0 TAPCON XL ANCHOR, INTO POURED CONCRETE OR GROUT FlLIFD CELL CONCRETE BLOCK. OR WITH 1/4.0 TEK SCREWS AT 12UWONS 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 END VALUES No. A. Ail OAT] 141LC0 WC. EXPERT 9>.anl 116 i 9e/H/n INC. da 17-244 wWOIo 6. 9nT1 10 o A MAX. ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE W/ 3/5" O KVWK BOLT 3 ANCHORS TO POURED CONCRETE WALL, A.S.D. DESIGN PRESSURE RATING & SLAT SPAN RANGE t WALL MOUNTPRESSURE DESIGN SLAT SPAN RANGE SLAT t �SPAN� SLAT SPAN FOR A [o] GIVEN A.S.D. DESIGN PRESSURE RATING SHALL MAX. EXCEED SPAN INDICATED SLAT SLAT SPAN DEFINITION PERFORMANCE CHART ON SHEET 15. TRAPPED MOUNTWIDE (p1L( BUILD -OUT MOUNTlIkKOE MAX ASA 111'' � • T/ •"•�% ttt �P.•" FLORIDA BUILDING WOE Mon Riich Velocity Baal.. Zone) °'°"'°s° Inc. Nautilus ° �°` * i .44167 RolllnySSuewsrn.]G �.nl] 9 °: y� IL ECOLlee. IIWT TLS]INe LN41N�,CYN10 COYYAMY EXPERT SHUTTER SERVICES INC. •�. ,\ mn. Y. ss� owm u�u texe s.w. e4TWNe slran 'n' Mir, 17-244 _���.• O : pzwN-nn. ]. i LWLn•/'� PoM ST. I)lL4'. R ]we4 ••1.4, �Glv�e[oO19 it GATE HA m A h. P.L ]WmOA lh� NIe] SN[C] 16 0I28 0'-{' T > 4'-5' t > 5'-8' } > 8'-7' t > 7'-D' 1 > D'-I2' 1 > 12'-18' T > IB'-20' T z 30.0 9' 9" 9' B' 9" B° 9' B" >JI-f0 g' 9' S. B' 9° 9' 9° B' >et-e0 B' 9' 8' B' 9' B' S S/B' 5 5/e' >et-1D! S. B' 9' 9' 9' 8 1/2' S 5/B' - a10e-t10 9' 9' 9" 9' B' 6' >tIl-lw 9' 9' 9' 8` T 6' - >tfl-tw 9' 9' 9' 7' 7' - • SLAT SPAN RANGE DESIGN PRESSURE 0'-{' r > {'-5' t > 6'-6' T > B'-Y' t > T-D' } > D'-12' t > 12'-16' t > 1!'-20' } s w.o g' - >m-w 9' g° B' B' 9' 9° 9' - >f4-ao 9' 9' 7 1 2' >e1-eG - >106-f10 D' B 1 2' 8' - - >11f-Iw T T141-Iw sur SPAN RANGE P� 0'-4' r > {'-S' T > S'-8' t > 8'-T r > T-8' T > 9'-12't > 12'-1e' } > 16'-20' t a'� E E E E E E E E E E E E E E s 30D 9' 9' B' 9' 9' 9' 9' 9' g' 9' 9' 9° 9' 9' 9" 9" 9' 9' 7 3 4 7' 7' S 5 e >Jt-40 B' 9' 9' 9' B' 9' B' 9' 9' 9' 9' 9' 9° B' S. 9" 9' 9' T T 8° 5 5/B" 5 5/8' S 5 B. >st-eG B' 9' S. 9' 9' e' B' 9' 9' 9' 9" 9' 9' 9' 9' 7 I/2 7 1/2° 6' '5 5 8 5 5/B 5 5 B 5 $/8' S 5/g' - >81-e0 g' 9' B' 9' 9' 9' 9' 8' 9' B' 9' B' 9' 9' T 5 5/B 5 5/8 5 5/B 5 S/B 6 5/B' - - - - >81-10! 9' 9' 9" 9' B' 9' 9' B' 9' B' B' 8 1 2 8 3/4° 8 J/4' S 5/B 5 5/B 5 5/B' S 5/8 - - - - - - >loe-110 g' 9' 9' 9' 9' B° 9' B' 8' e' B° 6 1/2 6' 6' S 5/B 5 5/B 5 5/B - - - - - - - >111-Iw 9' 9' 9" 9' 9' 7 1 2 8' 6' 8 1 2 B' B" e' 5 5/B' S 5/B' S 5/B - - - - - - - - - >t41-180 9" 9` 9' 8' B" 6' T T 5 5 8 & 5 B. 5 5 B' 6 8: MAX. ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE W/ 5116"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN LOAD & SLAT SPAN RANGE WALL MOUNT bsa SLAT 1 iiillE SLAT MAX. SLAT SPAN FOR A 1---.SPANS GIVEN A.5.0, DESIGN LOAD [o] SHALL NOB EXCEED MAK SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART SLAT SPAN DEFINITION ON SHEET 15. TRAPPED MOUNT BUILD -OUT MOUNT C�1'f �'•, e/ =, FLORIDA BUILDING CODE (Nan HIgO Velocity Hmrticero 9os) *! 4416 t ° 7 °�°'°m�°°� Nautilus °°�°` �i IL EC 01M0. Rg7Wg]BONerSTahm ge/ae/t> �• A � � n �r• �Qe' >Our ,Milo A ENG.Mum coulee, EXPERT SHUTTER SERVICES INC. o� R .... e.. a. ,.,. as wuruvn,nvir ,-m.r almrma-wi ISM&w..lmn ZOOM 17-244 yS/..........VL 111 O11 NAL EN6 4 nOWmoW.Wm ®-L m>,e POW M. WPM-R. 30" revc tey>.o-Wee. rw ,en-oox °V~0m' ,11 VILI@ A I6{i 8. P.C. WM1C 1> a/2M1 P� BG.®A Ue. / 44161 SPAN RANGE ww p�j K Owexfwl > {'-8' 1 > 6'-8' i > B'-7' 1 > Y-B' i > 12'-IB' 1 > 18'-2D' 1 s ]0.0 8' 7 12S128'8'4'J7/4'B'7'33{`- i K12' >Bt-lOs8'B'61/2'6'3J4>l0e-Ix0B'e'S1Y{1/Y`71/2'fi'41/2'4' - - >ul-16q B' 6' 4' ..,, SLAT SPAN RANGE ouw �' OAvo[WO 0'-4' 1 > {'-8' 1 > J'-B' i > B'-T 1 > T-8' i > 9'-12' 1 > 12'-16' 1 > 18'-20' 1 s J00 6' 6' 6' B' 8' 6 1/2' >J1-10 6' S. 6' 6' 6' 6' S 1/2' 4 I/2' >bl-BO B' B' 6` 6' 6' 4' 4' - - 6' 6' S 3/4' 4' 3 ]/4' - - >t4A-160 8' 6' 7 3 4 3 3 4' 4sa SLAT SPAN RANGE 0'-!' 1 > P-5' i > 8'-8' i a 8'-)' i a )'-q' i > e'-12' 1 > 11'-IB' i > 16'-20' t Pee¢lM E E E E s J0.0 6' 6' 6' 6' 6' B' 6' 6' 6' B` 6' 6' e' 6' S. e' S 1/2- 5 1/2' 4 1/2' t' 4' 3 J//' >JI-40 8' 6' 6' 8' 6° B' 8' B' 6' B" fi' 6' S. b' . 6' 8' 6' S' 4' 4' 3 J/!' J S 4' J 3/4" 7 3/!' >41-BO 6' 8' e' 6' 6' 6' 8' S. 6' e' 6' 6' 8' B' 6' 4' 4' J 1/4' J S/4' ] 3/4' 3 ]/4' - - - >B1-BO 6` 6' 6' 6' S. 8' 6' 8' S I/2 fi' 6' S' S' S' 4' J 3/4' J 3/4' - 3 ]/4' J 3/4' - - - - >81-10J 6' B. 6' 8' 8' 6' 8' 6' S J { 4 1 2 i 1/2' 3 3/! ] S {' 3 J/P J S/{' 3 S 1' S 3/{' - - - - - - - >1oB-Iq0 6' 6' 6' 6' 6' S I/2 5 J 4' S 3/{ 4 1/2 4 1/2 4 1/2 3 3/4 S J/1' S 3/4' 3 3/4' - - - - - - - - - >121-t40 6' 6' B' S' S' 4' 9 ]/4' { 3/4 S 3/{ 4 1 2 0 1 2 3 3/4 3 3/4' 3 ,S/A:.,, - - - - - - - - - >u1-160 6' 6' S' 4 1/2' 4 1/2' S 3/4 4' 4' 4' 4' 3 7/N — — — — — — — — — MAX. ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE, W/ Sliff 0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL.A.S D DESIGN PRESSURE RATING &SLAT SPAN RANGE_ } WALLMOUNT SLAT SPAN RANGE Ofb1CH } �• SLAT SLAT SPAN FOR A GIVEN A.S.D. DESIGN �SPAN� PRESSURE RATING SHALL �o HD� D(CEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNTW. BUILD -OUT MOUNTDESIGN ••• 6P'>� r, ••.,�e/f••., FLORIN BUILDING CODE (Non High Velocity RuMrase lam) +' F'• :, No.44187 ox6nm,ttawe. Nautilus 60.ax a,: k ,y 1 RoHIng5h.l Spbm 604/17 �'. IL E F O l va ` •• /7�y TIWi. T[SiWO 8 M6 N[[0.W6 COYP/.M EXPERT SHUTTER SERVICES INC. � /� i• Q' �r '9' M.m. r:. nw armuY Irum 349984 17-244 RIDP,..•4r11161 •,,5.... ° "'°iia"womia """ W. u it wcxl: tn,oa,.n-Yu4. rw nn mo-a4n uY>on w •• A mm w i rr. Pt sxan 16 mx6 .4 •per w"'"4"„h f1OPod t1e 44167 flit PAYING P6NOE(paf.)Ja.aB'8'e'8'41/2• 0'-{' } > {'-S' } > 5'-8' } > 8'-7' 1 > 7'-9' } >12'-18'}>} r 71/2'6'4'->111-It06'-Ywl-tea4' - - DESON . RRYX (p+.IJ SLAT SPAN RANGE > {'-S' } > S'-8' } > B'-7' } > 7'-9' } > 12'-18' } > 18'-20' } c ]0.0 6' 6' 6' 6' >SI-406'e'6'6'41/2'e'6'S1/2"41/2' KI/2- 6. - - >111-16a 6' 5' 4' SLAT SPAN RANGE PIB91lE 0'-V } > {'-6' } > S'-B' } > B'-]' } > T-9' } > 9'-@' } 1 > 18'-20' } M1W0 iWlfE (py/, s S6,o E fi' 6' e' E 6' 6' E E 6' 6' E 6' fi: 6' E E 8' E 6' e' E S 1/2' E {' 4 1/Y. E - - - - >lt-t9 6' 6' 6' 8' 8" S. 6' 6'6'8B'S1/2'S'{•6'6'6'6'S1/Y51/26'B'6'S1/2'412JJ/4'6'S12'42{'4'•-JJ/4'6'8'S1/251/2'512'41/26'8"8'5I/2'S1/2'41/241/2'41Y'JJ4>131-1M6'S12{'4'JJ4JJ4' 13/�43 SCHEDULE VC: Vx FORCES (Lb/FT) & Vy FORCES (Lb/FT) ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) sIAT �SPAN� �O *NOTE. SLAT SPAN DEFINITION ITITSH BETHERESPONSISIUIYDFTHECONTACTOROR PERMIT HONER TO VERIFY THAT EMSTNG STRUCTURE 15 DESIGNED TO SUPPORT Vx AND VY FORCES I N POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEETHIS SHEET FOR Vx& VyVAJ.UES Vy SIDE RAILVx � ' 4..... .. •. Vy ` CA.... FLORIDA BUILDING CODE (Non High YelocRy Hurt me 7ae) No.44161 Nautilus * 1 * ! * • ROBJn9muf fr � ��JI' `� �QZ/, XtlRtfl+ nun Trmxo a cucix�wno cauvxxr ww ' ' ' EXPERT SHUTTER SERVICES INC, 1619 Sf. 211YOr6 51rIM Poflf 5. L L4. R N9N an I —2{{ fm'�W Oetl onroun�?C. m rwa wot rro-ro:e . riw msrn Warms Y • �cS/ONALE�b��lll\ P.E. SFAI/S14rii A GATE u Ba / ii s, am re K at MAxluulA SLAT SPAN RANGE A.S.O. p�suRE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RAnrtc (psy) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 5 30.0 10 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 r2l 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 550263 711 315 1142 368 1372 473 2009 591 2492 638>106-120 313 728 300 881 360 1345 420 1587 540 2112 640 — — — — >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — — — — >141-160 781 320 1186 400 1322 480 1873 560 1740 640 — — — — — — SLAT PERFORMANCE CHART 51 dE IC I:(ONLY VALID FOR I2'SLIPI SLAT PERFORMANCE CHART IIb L & TICI (ONLY VALID FOR II<• SLIP) MA%IMUMSLATSPAN AND MINIM UM SEPPAATION TO GLASS F� GIVEN WOOD GRADE. A.B.D. DESIGN LOAD D.B.O. SLAT SLIP 1Ir RNu FORAGIVEN WBVOMUMAB.¢DEBIM PNEUUK MTW°p aO DBNURERMDUMFCON01fION FOR FORAGIVENANMWU14A6.13. DESIGN PRE66UR6M)INOIDBDAND SHUTTER MOUWMND=NF°a SHUTTER MOUNTING TYPE OR WOOD FRAMES WALLSW 2'k0'STUDS. e.u,. .o. An sAw r.0 IxBIAAAnONB WOBfORM 6MtSPERDENUt2BEtOw ASPERLIMITATIONSONOEFAILI CHART Ibl CHART ICI CHART MBl m T� CHART IIcl USEIAIa1Y 11UR BD®1 RHpT AVl MLOAW ABp IOW IpE IlU01lY 'OI U140 WIIIE IEL IlA➢FY VLL[ m®I IOIIIX ND N9MM ae^ IOW IRL ItW6A 10'D NLWmx v SMO-TAPCON XL ANCHOR ION. SLAT SPAN .LW. (R) 611WIDTAPCONXLANCHOR IDN . SUT �S1P�AN L.F• UD YAX. SLAT PNI •LWIL• (N) won WL wmm 10 NmEim TO DInt w RAT (a) II0°6A IW of REOUP� Y.1X• SLAT SPAN •LAAx.• (n) f®IW® IK 3FPMAIDI ro ILWEHD ro I11IX n 6w (a) oeWl]1. MmN BRO .Dq • 11V1 IDMf IDNA t -D' V.AO-aR um W/ WWpA 10-D• 6G20-DI11 IW19Q W/ Nv WTOA lo•-D• ADO a 9•-1• W SId01 BA+S IBISSIEE (PMl 3(to rAL rt IDnaa a'-3• °p.0algDQauf ; wmA y-3• l Yw0a1FDQ-DII III Imua e•-3- k a r-r W 0 SIOWI flV6 WOID ZOM9 1-3 t• YiW idiE a e 1 2• MO itl49 w 1• RJW Sd1E e 1 a• SB.D •• )'-B' )'-]' Y-g• 7'-3' 1' a 1/a, I• E 1 2• « r-r r-r r-r r-o' r e 1 8•. ADA « Ia•-D• Io•-D• ID•-D• r=3• 1. e 1 w.o ^ T-A' )'-P )'-P a'-B' 1' a / 65A +• IW-0' T-2• 1• e 1 2' LO 60A •+ 60.0 +• )'-]' )'-3' )'-0' ]'-J' V-3• )'-3' 6'-C B-1• I• 1• 6 1 a• 5p0 •+ 61O ^ EGA.^ 10'-D' 10•-0' 10'-D' 10'-0' 10'-0' ID'-0' 10'-0' 6'-B' 6'-B'2' 1' e 1 1' 6 1 2- SLAT PERFORMANCE CHART W1: (ONLYVALID FOR VW SLIP) FORAGNEN MAiDMI1MA8.D, DESIGN PRF63UREMTWOIRBOANO BNUTTENMOUNFCANDIIIONFON W BTAUAnON9VAD mOPIA B/iR.9 PFR OEmL ]BELOW CHART Mbl ma CHART MCI WWMFAI ®®11g50M A'O ImgN[ABp 1010 USE WVEN fOSBBt ABA Lou) WILLIS NIWOTAPCONXLANCHOR 1@A SLAT SPAN • (•� MAS. SLAT SPAN Ian ro GU 1MfoMIY A= R= R (W IO I (SEEMIOA WAD• v� yyp�OB y01B wFa� yq@Qy IpIpA a �N • W 0 SfMIsX. rWD SONO 1�6 30.0 • T-6• T-E• 7'-8• 6'-)' 1' )'-2• T-2' T-2• 6'-A' 1' S•-B'8'-G' 8'-B' 6'-1' 1' V-S' 6'-B' B'-8' J'-O' 1' 50.0 W�Bw at ,no ^ V-3' 6'-J' 6'-3' S'-T 1' 6•-r e•-r a'-e• r SLAT PERFORMANCE CHART 2 V: ItESB [MAN Im- Ours FOR A ONEN AS 0. DESIGN LDAD (pep BNUTTER MOUm CONOIIION MCLVDIND ANCHORIYPEANDiOAINBGIIAnON3 VOO BlON6BA11SPERDETMIBELOW VIVO TAPCON XLANCHOR iME I AND �. ASALDEAD AB.p�LOAD W= FL1X. SLAT SPIN 'LIMY,• W. SLAT SPAN -um- IWa mWLUIy m olt �m DESIGN LOAD .. �yB/ Q A :03�yyNy.0U1 0 A Who STORM sm Iy 1 lM ZUS 3" • 6'-a• no aD» 6'-a• p .FE 5'-10'22A _ BSo ^ y,-B. 8-)- w.o ^ 1 5•-a- • MAID FOR 67XU5-F1-SM (0-046) SOUDERI FIE 12 (0456) RA S%RE P Ef7t-SIN (6U38) + YALD FOR 003zAS-F0i FINE: 12 ((D'O'S6) sau"mURLAS IR-12 (• G- +• VAA FOR SCUnvaN •'1'•'• i AT SPAN DEFINITION . YINSTALLATION INTO WOOD FRAME STRUCTURES c, � wo.441671 t U¢IIOBIY WII[lIIm11091K AW Itflms AS0.10W Imu IIFX. 9Af SPNI ITT W IWL WOOD GRADE rAsp11- IF o SIOLw Ells �•0 IIOMN .WQ r A nm zOeJ as m[ qp ® ty SOUDERN FIRE 12 (G+0.5y 60. 4'-3' W-P P' 5 1/2- DOUGLM-RR-SDUTH (C-0A5) 60 4'-9• .'-V SPRUCE FME-RR-SIIH (G-D.36 60 IV-5- F-S I —1 FIAT SPAN DEFINITION T DETAIL 1 (ELEVATION) I. ABOVE INDICATED MAX. SLAT PANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVALABIE FOR THE CORRESPONDING SLAT SPAN AND AS.O. DESIGN LOAD. T• FRAMEWOOD SPECS GIVENON�L TO B BUILT ACCORDANCE DETAILANOPROVISIONS FROM CHAP(ER 2J OF THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER SIDE OF OPENING SHALL BE 73•. FLORIDA BUILDING CODE (Non High Velocity HurikBNF Tone) only °TEC°m �DD Nautilus K 2 omar Shuo"SJENm DV2N/m L EGGING. UTE EXPERT SHUTTER SERVICES INC. I624 SW. MMORE EMMEl �w m+ouwwumi, n°uu 17-2M imWn-uN. r.. (sLv�-gym PONI 51. LVGF. R ]agu w«, DOn m-von.im nlsm °V�'I' '-RA®°�emo)clegl..^' . wn.m� A M'.R)200E26 nmPmRUA mI u'iei�` MAX. ANCHOR'SSPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE, WOOD GRADE, A.S.D. DESIGN LOAD (psf) AND SLAT SPAN RANtE WALL MOUNT & BUILD -OUT MOUNT TO 2"A" WOOD STUD (SEE DETAIL ION SHEET 20) WOOD GRADE uu�r SLAT SPM RANGE (w) a-0' to 4-6' ' SOUTHERN PINE #2 (G-0.55) 5 30.0 6' 40 6' 5o 6' 60 6' DOUGLAS-FUR-SOUTH (G=0.46) s 30.0 6' 40 6' SPRUCE PINE-FlR-SOUTH G=0.16 s 30.0 6" WALL MOUNT TO 2"X6" WOOD STUD WITH MINIMUM 10 PLYWOOD ISEE DETAIL 2 ON SHEET 20) WOOD GRADE SLAT SPAN RANGE 4sur'�'�'oma o.n ale 4''>4 mH'> I I, H'> a b r'> Y IOa'> V to IV SOUTHERN PINE 12 (G=0.55) s 30.0 6" 6" B. 6' 6' 6' 40 6' B. 6' 6' 6' 4 3/4" 50 6' 6" S. 6' 4 3/4" .3 '1/2- 60 6- 6' 5 3/4- 5 1/4- 3 3/4- 3' DOUGIAS-FIR-SOUTH (G-D.46) 5 30.0 6- 6' B. 6- S. 6' 40 fi' 6" 6' 5 1/4" 5 1/4- 4 1/4- SPRUCE PIKE-FIR-500IH G=0.36 s 30.0 6" S. B. 6" B' S 1/4" BUILD -OUT MOUNT TO2"XB" WOOD STUD WITH'MINIMUM 1/2" PLYWOOD (SEE DETAIL 2ON SHEET 20) WOOD GRADE uo>u1 SLAT SPAN RANGE a-4 > P-6' ' > 5-e ' > 5 7' > 14 > 9-16' r wwrZA = mWA-El u>wrr = mwQ =7A = ZR =Af I =wwAgt wumr M:; =M uwwrr 5 30.0 6. 6" 6" 1 6' 6' G. S. 6. 6'[41/2" ' 6' SOUTHERN PINE 82 40 S. 6' 6' 6' 6' S. 6" 6' 6" s' /4- 5 1/4' (G-0.55) 50 6" 6" 6' 6- 6" 6' 6- 6' 5 1/4- 5 1/4'- 4" 60 6' 6' 6' 6" B' 6" 5 3/4' 5 3 4" 4" 4-' 3" DOUGLS-FIR-SOUTH s 30.0 6' 6' 6' 8' 8' 6' 6' 6' 6' 6-' e' (G=0.46) 40 6. 6' 6" 6- 6" 6" 5 1/2" 5 1/2' 5 1/2" 5 1/2' 4 1 2' RUCE PINE-IIR-S0111H G-0.36 s 30.0 6- 6- 6" 6- 6- 6.6"6"6" 6'/4' S" *him 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. t N0.44167 ,4�.. •\ j1P1 P.E. S r RE/04TE DING COOE (Non FEipN VNougr HuM. Zone) Nautilus RoIDug55nttar4 WWII ua UTTER SERVICES INC. M. 64n4R6 61REEr 17-244 Y.n Sx¢1 21 WN "A.S.D. DESIGN STORM BAR SPACING (FT) PRESSURE E 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 11'-0" 11 1 V-O" 71'-0" 11'-0" 1 1'-0" 11'-0" 11'-0° i t'-0" 1 1'-0" 35.0 11'-0" 11'-O" 11'-0" 1 V-O" 71'-0" 7 V-0" 11'-0' I V-O• 11'_0" 11'-0" 40.0 11'-O" 11'-O" 11.-0" 11'-O" 11'-0" 11'-0" 1 V-0" 11'-0" 11'-0" 11'-0" 45.0 11.-0" 71'-O" 11'-0" 11'-O" 11'-0" I'-0" i T'-0" 17'-O" 11'_0• 50.0 1 V-O" I V-0" 11'-0" 11'-0" I V-0" 11'-0" 11,-0. 11,-0" 11'-O" 55.0 11'-O" 11'-0" 1 V-0" 17'-0" 11.-0., 71'-0" 11'-O" I V-O" 11'-0" 17'-0" 60.0 11'-0" i t'-0" I I'-O" I'-0" 11'-0" 17'-O" 11'-0° 11'-0° 11'-0" • _ 65.0 11'-D" 11'-0" 11'-O" 11'-0" 11'-D" i t'-0" 11'-0" 17'-0" 1..1,_p" • _ 70.0 11'-0" 11'-0" 11'-0' 11'-0" 11'-0" 11'-0" 11'-O" 11'-O" 1 t'-0" • - 75.0 11'-0" I V-O" 111-0" 1 V-O" I V-0" 10,-10' • _ _ 65.0 11'-0" 11'-O" 11'-0" 11,-0" 11'-O" 111-0" 17'-0" 90.0 D" I V-0" I V-0" 11,-01, 111-0" 11,-0" 95.0 11'-0" 11'-0" 11'-0" - ---_ -- 100.0 11-0" 11'-O" 11-0" 105.0 11'-0" 11'-0" ill-O.. - 110.0 11,-0" 11'-O" 11'-0" _- 115.0 11'-O" 11'-0. 11-O" ll - 120.0 11'-O" 11.-0., 11.-0. 125.0 1V-0" 11'-0" 11'-0" MIKE - 130.0 - 1'-0" 11-O" 11-O" - 140.0 1 V-O" I I.-O" 11'-0" __- 145.0 1.1'-0 11" 10 '-11.1 150.0 11'-0° I V-0" 155.0 11,_0" 11'-O' - - - '„' MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. THIS REGION IS ONLY VALID FOR INSTALLATIONS W/ 1 OR MORE STORM BARS PER SHUTTER. THIS REGION IS ONLY VAUD FOR INSTALLATIONS W/ 2 OR MORE STORM BARS PER SHUTTER. 02017 MRLY Mt Nautilus L E C O INC. RoB1n956vNUSyaa(sAv 9M29/A NIG . fN4WLLRWO GGYPANY EXPERT SHUTTER SERVICES INC. un v.r AL.G.Y uvun mu 1628 51 LC<IYG9N 17-244 M 14 mw�-�»o. ,�AOG+Y�-�v' PONI 54 ILCG ]19 uY1°"n ' STORM BAR SPACING "a° (FT) 2' 2.867' 3' 4' 5' 5.5' B' B.B67' 30D BCD BCO BCD BCOBCD BC.D BCD BCD 330 ABAD BCD BCD BCDBCD BCD BCD BC0 40.0 BCD BCO BCD BCDBCD ABCD BCO BCD 48.0 BCO BCD BCD BCDBCD B D BCO BC BOA BCD AB D ABCD BCD CO ABCD ABCD C Mw B.CD BCD ABCD ABCD BC.O JAUCDo B.C.O B.0 BC BOA BCD BCD BCD f9C BCOBCO DA B.0 BC BSO BCD BCO BC0 BCOBC C BC B 740 BCO BCO BCD BCDABC ABC B A 75.0 BCD B 0 BCD BCDBC B A A BOA BCD BCD BCD BCB.0 A A A BSA BCD B D BCD BCB A A A 400 BCO BCD BCD BC A A A A no BCA D BCO DC B A A A A 100A BCD BCO BCO AAC A I A A A A 1OBA BCD BCD xec I &Be ke A A A A A 1100 BCO BCD C ABC A A A A A A 11BA BCO B O BC BC A A A A A A 1700 0C.O BC BC B A A A A A A 12BA 0 ABC 'C A A A A 13U BCD BC BC A. A A A A A 133A BCD BC ABC A A A A A A - 140A leaIno B D B C B A A A A A A - 14BA BCD BC AB A A A A A A - BCD BC A A A A A A - - IBBA BC B A A A A A A - - 1BDA BC B A A A - - - ANCHORS TYPE LEGEND A 3/8'0 CARBON STEEL KWIK BOLT T2 EXPANSION ANCHOR W/ 2 1/2' Min. EMBEDMENT* k 5' Min. THICK POURED CONCRETE (f'c . 3000 P31) B 3/8'0x1 1/4' POWERS CALK -IN ANCHORS W/ 1 1/4' Min. EMBEDMENT* TO POURED CONCRETE (I-C - 3000 psi) @ 3/8.0-16 MACHINE SCREWS C 1/4'ex3/4' ALL POINTS SOLID -SET ANCHORS W/ 7/8' Min. EMBEDMENT* TO POURED CONCRETE (1'C - 3000 Psi) h 1/4'D-20. IB-8 STAINLESS STEEL MACHINE SCREWS D 5/15'C ITW/BUILDEX TAPCON ANCHORS W/ 2 1/4' Min. EMBEDMENT* TO POURED CONCRETE (PC a 2099 psQ * EMBEDMENT IS BEYOND ANY FLOOR / CBUNG FINISH A. emx STORM BAR SPACINGa' (FT) A 0n 2' 2.667' 3' 3.5' 4' 4S' 5' 5.5' 6' B.BBY =0 BCD BCO ABCD BCD BCO BCD BCO BC BC C 35A B D BCD BCD BCD BCD BC BC BC B A 404 BCO BCD BC0 BCD BC BC BC A A A 45A BCD BCD ABCD Be BC BC A A A A B00 BCD B D BCD BC BC A A A A A smA BCD BCO BC Be A A A A A A BOO BCD BC ABO AB A A A A A A G&O BCD BC BC A A A A A A A "A B,CO BC B� A A A A A A - 75.0 B.0 D B C A A A A A A - no BC B A A A A A - - no BC A A A A A A - - - N.0 BC A A A - - - - 030 B C A A A - - - - 1000 BC A A - - - - - IGIA B A A - - - - 1100 A A - - - - - i1BA A A - - - - - 12d0 A A I - - - - - 1300 A A - - - - - 13BA A A - - - - - - 140.0 A A - - - - - - 14BA A A Inn A AVISA A A Ino A A ' ? V"�S' `•1� j FLORIDA BUILDING CODE (Non HIOX Valnsilx HmUmms Zoe) •44167 ; D70I7 ACCD Nautilus °�° L E C OE%PERT sNs1/IsI mwl SHUTTER SERVICES INC. 1.M 1Ds0x0 a sxwxs[Am0 ..P.Y,4mma „o¢ ulww<'a�� sx. MUNKR[ma WCZ iL 34W* ..-_ _ . ._..., 17-244M17St. Down Iw IMi 0 nw SCHEDULEta SCHEDULE2a FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D. DESIGN PRESSURE RATING (D.B.f.),& A MAX. MULLION DESIGN PRESSURE RATING (P.S.F.) & A MAX. MULLION SPACING (FT)' SPACING (ft)' MAXIMUM MULLION SPAN(n) MAXIMUM MULLION SPAN DO QO 4W'XI14'MULUON O�i 4-x8-x114•MULLION G2 4'1T'1114•TRICK(31B'FIANGE) MUWON 04W'XV4"MULLION 01 4'x8'X114'MULUON G 4�F11O14'T DK �I MMAIG!" PIa I'I ILION v1A0DW ftAnxx G16A) (m . (11)' 0WDIAl10N I D AM91 ] C99NIAlgN 1 091EMAN011 91 MWANnI 1 2 091EnDWN 1 OWEMAMN 1 OMEMAl 1 OPoENIAGON 2 OWENa110N 2 DO ODTJLDI BID MW011 DO 00TNI011 DID 00080R END "WA INIEPKR DO BIIENIOB END ORDnOB DO 9110a09 EMO DYa100A END DUEROT W13 J00 20-D' )-10 9• 11. )-] 12•-0• 9'-4' 10-)' 8-0 12'-0' 0-80 )-6 11'-0• A.0 20'-0' 7-10' 9-8' )•-J 11'-0' 9M 10-)• 6-0' 11'-B• )-6 I2-8 000 20'-Y •K• 9•-0• B'-9• 1'-6' B'-0' 1010' 9-Y 1Y-5' a'-11• 6'-11' 1Y-6' J80 I.-,. T-4• 0'-3• 6'-0• 11'-0• a-8• IDb• Y-T 11'-r 6'-ll' r-8• 40 10'-0' S'-f0' B'-10' 8'-C 10'-II' 8'-I 9'-Y )'-0' 11'-8' 6'-5• 6'-6' 12-r 40 20'-0' 6'-10 5-10' 0'-t• 10'-11' 8'-1' 9'-0' 4.0 20-0• r-5• e•-6• l6•-0• 10'-0' Y-B' 9-J' B'-11' 11'-e' )'-11 0'-2' 12'-0' 40 20'-0' S-6' 6'-B' 6'-6' 10•-5' Y-e' 9'-]' 0'-11' 12'-0' B'-2' IY-6' 600 20'-0• Y-2' B'-]' 6'-0' 9'-11' T-{' 6'-11' B'-0' 1Y-6' T-e• S'-IV 1Y-5- S00 20'-0• 5-2• W-2- e•-0• 10'-2- Y-4• A. -II. 5'-]' 12'-0' Y-11' 19'-6' w 20•-0' 5-1 r-II, 3'-9' B'=F 6•-r 6-i' Y-]' 19•-4- 6'-9' S•-. 1Y-6' 4.0 20'-0• 5'-II' T-11' !'-9' 2'-10• T-0• B'-)' {'-10' 12'-e' S'-)• 12'-0' 410 10•-5• !•-9' T-9- 3•-6' S'-B' 8'-{' p'-r 6'-1' 12- 6•-4' S'-r I2'-6' e00 19•-B' 6•-9- 7-9• 5•-6• 9'-B' S'-0• 6'-6• 4•-6• 12'-D' S•-r 12'-p' 080 16'-1' S'-9 )'-0' S'-A' 8'-{' 0'-{' 6'M' 8'-x 11'-10' 6'-e' S-6 11'-6' 06A IB'-4' S'-B Y-9' S'-{' 0'-T' 8'-10' B'-5' t'-0' 11'-10' 3'-B 11'-0' )•-r S-0 B•-]' Y-J' B'-1' 6-2' It'-9' fi+r 5'-5 12'-e• )00 1T-4- Y-9' ]•-r 3•-4' 9'-B' 6'-10' B-1' ♦-B' 11'-D' 3'-8 lx•_p• )60 IY-r B•-9' 011. -6•-P 6'-J' 0-1. 6•-2• W-)' B'-r 3'-6 12'-r MO Ir-r 3-9• ]•-T Y-4' 9'-S' S'-10• B-r e'-p- W-]• Y-5 12--5' SOA 15'-B' S'-9' ]•-r S'-{• 0-)' Y-10' 0'-1' 11'-6' e'-]' 3'-6 1]'-4' a&C IS•-9' 3'-9' ]-T' 3'-e' B'M' S'-10• B'-r e•-0• 11'-1. S•-B 12-- l10 T-]' S'-e' 6'�l' r-0• 6'-3• It'-5• 6'-3• 5'-5 12'-3 a10 13'-0' S'-0' 7•-1' S'-4• 9'-]' 5.-10' B•-2• t'-8' 11'-5• 5•-0 W-3 C00 14'-2• S•-10• T-)' !'-5• • 6'-1• Y-9' 6'a' 11'-5' 0'- ' 6•-T i 'J 000 14'-2- 3110• )•-)' S•-5' 9•-r 8'-11' 6•-J' 4'-10' 1I'- ' S'-) 1]'-] OSA I]'-5• 5'-10' -i 5-0'6-3 )-9 p'-e' 11'-S' 6-5 3'-B 12'-3 0B0 IX-5- 6-10• ]-T 3-8' 9-] 6'-I1' B'-]' {'-11' 11'-3' B'-B 1Y-3 190A 11'-9• 5'-11• T'-]' 0•-Y 8•-Bt )'-0• 6•-P I •-5' S'-6• 5-6 1Y-0 1000 /2'-9• 5-11' Y-Y 5•-0' V-3 T'-0' 8•-2' S-0' 1'-5' Y-0 212•-2- 8'-0' )'-]' S'-)' B'-)' )-8' S'-p' 11'-!' 6'-Y b-9 12'�l 1050 x'-2• B'-D• )'-]'9•-J'11-5' 3-9 1'-J 110D I1'-0' B'-0' r-)' S-6' e'-,.)'-V 6'-Y fl'-Y a.-a.6'-10' 2'-] 110A 11'-T e'-0']'-)' Y-0'9'-]' T-2' 6'-]' 3'-J' 11'-5- S'-f0' 11'-J 11p-0 I1'-i' 0'-1' T-)''-9' IT-9--S! 6'-B' T-9' 8'-Y I1'-5' B'-9' S-I1' 1]'-J 11pA 11'- ' 8'- ' )'-)' 3'-0' p'-J' r-2' 6'-J' !'-{' 1'-5' 3'-f1' '-J I= 10•-6' 8•-I.)'-6• 5'-9' ' 6•-10' )'-9' 8'-)' 11'-r 6'-10• 6•-0' 12'-] I20A 10'-B' 6'-1' T-E' S'-0• 0•-3• T-r B'-2' 6'-5' 11'-5' 8'-0' Ir-J ' -0')' a n'-5' T-0•B-I' 12'-1 I= 10'-x' 6'-2• )'- S'-10' 0'-3• Y-4• 8•-J11'-!• e'-I' 12-J JOA 0•-10• 6'-r S'-10'' Y-0' i-9 -8' 11'-3'T0' 0'-1' IY-5 U0.0 B'-ID' B'-J' -0' b'-10'9'-0' Y-{' B-0' B'-9' 11'-0' 6'-1' 1Y-] IJ00 9'-!' B-r Y-T• Y-11'D' Y-2' ]'-10' 6'-10' 11'-3' )'-1' 6-2 1]-] IJ00 9'-5' e'-e' )•-]' '-11' 9'�l' r-5'140 9'-1' S-4' 6•'0• T•-3' T-10• 6-It• Il•-5• )•-J'6•-r 12•-] NAJI 0'-1' B-4 Y-T' 0-0' 9'-J' T-6' B•-J• 6'-Il' 11'-S• 6•-]• Ir-J 6'-10' r-5• ]'-6- 6''' r-4' )'-9• 6-I1• It'-B• T•4• 6'�1' 12'-] N!L0 p'-10' 6'5' T-r 6'-0' 9•-r T'-6' B'-2' 6'-11- 1 '-5' 6'J'11'-] Iw 5•-6' Y-6' r-Y e•-1• ' T-S• Y-9• Y-0' 11'-5' T•-r 6'-e' 12'-J 1500 B'-6' 61-6• ]•-]• 6'-1' 9•-]• r-T• e•-2- r-0' 1'-' Y-{' 1Ya 1550 B'-3' B'-8' )'-1' 8'-2' Y-9' )'-6' Y-0' r-1' 11'-S• )•-e' 6'-5' 12'-] 165q B•-r 6•-8• )•-Y B'-2' 9'-]' Y-B' 0'-Y Y-1' 11'-5' 8'-B' 1Y-] 1000 e'- Y-r 5'-2' )'-a' T-)• i-9 -R' 11'-5' )-)' B'-6' 1'- 1000 Y-' 6-)' )'-8' 6'-]' '-]' Y-9' 6'-1' )'-2' '-5' 6'-e' '.J • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. D MULLION p i IIf INTERIOR .. 13ERq; "`- , 1 MULLION 1111111I1�N..E 9 • . '�� �'ti •': ✓•; 9e41 ?• "42 FLOI9DA BU9DING CODE (Han High Vel«Ily Runicane Zone) ' ^b• •5 t : r t : C]81T mrzco ac Nautilus a9Ba w1 1� MULLION SPACING: "S" `III =� IL ECOJND. RoabySBnmr1y4V6m o anv n1uT nsiw9 a ai2l N9 c0N94c "u 41u E`.. i�'K+b EXPERT SHUTTER SERVICES INC. 1818 9 BINORE SIRED N �1Y�' 11e1 i PmPl�v. ,> Ivi . y ENC2/dl)111 °- MD�10 �"'ilE. r/l: na ml•aiio W1002 ��M P.E. SEAL/SIGNAIUFE/DATE AM 11L 4i5ei may, SxxLT 11 m1e SCHEOULEIB FLOOR TO CEILING aRAPPEDI MOUNTING MAX SPAN Mr —mil" ENDAND INTERIOR MULLIONS FORAGIVEN ASD DESIGN PRESSURE RATING Ie0.M fi A17A• ,MUWONSPACINGItH' QG 4-t6 114•MULLION I GI 4.8'x114•MUWON Io4'xTxI14' THICK IBB'RANGE) MULLIGNI SCHEDULE I9• (LIMBED LOAD MULLION SPACING a SPAN INSTALLATION( FLOORTOCEILINO RRAPPEDI MOUNTED MAX SPAN IRI FOR FI]061NTERIOft MULUONS FORA GIVEN A90 DESIGN PRESSUREf /(AND FOR t7-0'fCASE 11a woVINASESI all(MAX MULLION SPACING IRI' Ilq. IrA>oMx MAXIMUM MULLION SPAT F G 4YBhUPTHICK MULLION Gt 4YB'x1A'1HICK IAUW G3ON MULLION ?R7 VI 'THICMULLION�' lu II at I Ot II tot II W u9R IdmoTm Mt at Mt om BAFRdi DID BVIFRgP 911L20R DID IMOWR m Ix -0• +z-C- 1 •-a• T-e- IT-e• - 11•_D• la'-o' IT=e• IT -a• 1•-n• T-a• - n'-0• 40o 12-0• - 1T-e' 11'-e• 11•-4• 12•-e• - 1 •-p' m 12•-0• - 12'-e' ID•-11' 10•-IP 12'- • - it- -0• DIS L m 12'-0' Iz'-0' tN-1• I&-r 12•-0• m 17-0• 9•-10' 1 '-a' m a•-Ol I2•-a' tl'-a' Ix' -a' 21 m e'-W 12'-a 12'-a' 12'-G' 12'-a' /9A e'-0' 12'-a• 12'-G' 2'-V m e•-o' - u'-e• n-6' 1 •-e• IT-6' 12•_e• _ Il•_D• Gf24 . e•-0• 12•-e• 11' a 1I•-e• 12-e• - tL_D• m e•-0• - 12=2 ' 1T-]' 1+'-4' IT-x' faa .-0. _ 2.-0. 1.H. _ Lp• m 6- B-e' - B•-p• m W-O-D . 0'�D' 0'-0' B-0' 400 e'-0' - IeD - B'-0' 9'-0' 9'-0' T-9• - B'-0' a09 0-0 e'-0' 9'- • 9'-O' B•-O• B•-0• T-0' EDD a-0. _ 8._D. 9.-0. B•-0. 0-0' I 9'-wp• CIYO m 9'-0' B'-a• 9'-e• 9' T0.0 s-0• 9•-0• e'-0• 9'-0• B•-r - 9•-0- T6o e•-e• - 9•-0• 9•-a• B'-0' '-o' - 9'-0' eaB e'-0' - 9'-0' B'-0' a'- ' • B'-0' - B'-0' m B'- • •-0' e'-0• • a'-e' • 9'-0' - B'-0' e•-2'-• T-91 • 9'-0' - 9'-0' 'NOTE:USE B'-0• IF ANCHOR CONSISTS OF HILT(, INC HUSH SCREW OR POKER FASTENERS, WEOGE.SOLT ANCHOR SEE SCHEDULES I & 2ON SHEET' • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAY. ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OFJPROI"•._ >f P.E. SEAL/SIGNATURE/OATE � It+tanrJ mp MAXIMUM MULLION SPAN G 4`5Y7//'THICK MULLION GI 41Bk114•TWCK I.NLLION G3 7dx1M'THK'I( MULLION u�v2 d UO salrt2rcn P t)t OCpM@I I at ]9Ir010e N tot omnNa ll Pt zHrtum'1 Ot XLWpI P t umDoa IF fW0 INI m No IHRAIDR 0]ItI00A DO mmwA mk12 1T-e• 1'-a' 1]-a• 1]'-a' - n•_G• m 1T-a• tT-e• Il•-u• 1T-e• - lf_D• 40L - IT-e• Il'-a' 11'-4' 12•-a' m - t2'-e• IV-11' 1p•-IV Ix•-e' e ee r a00 12'-0' 10'-4• 10-F' 14•-e• m 1C-a• IT -a• tlL -_ 11'-4' 0'-a' sm m B-0' B•-0' 9-0' B'-0 B-0• - -0' m e'-0• - e'-o• e'-o• B•- 9• - B'-0• 10.0 e'-0' 9'-0' 0•-0• B•-w 0• 9'-w-0• - 0'-0• e0A a-0' 9'-0• 9•-0• 9•-0' 9•-0' - 9'-0' m a•-0• B•-o• e•-o' B•-o• 9'-0• - B'-p• =If 9•-w B'-0• 0•-0• 9'-w 9'-V 9'-0' 9'-B' B'-0' V-w eao B'-0' 9'-0• B•-0• C'-0• - B'-0' V-0• 9'-0' 9'-0' 0'-0' Iwo •-0• •_D• •-e' - - G 2017 mnw m n CODE D]M HIBN Velocity Hurrkma 7cm) autilus Agseu2lers"hm w/x4/n iR SERVICES INC. oDe LINOPL st9m 17-244 3e9414 e . ru no er1w249 DY991f bN¢T ]! u s SCHEDULEtc FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FORA GIVEN A.S.D. DESIGN PRESSURE RATING (D.s.LI & A 7'-0' MAX. MULLION SPACING (ft) - SCHEOULE2c WALL MOUNTING MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (P.S.F.). & AND 7'-0" MAX. MULLION SPACING (FT) MAXIMUM MULLION SPAN(M MAXIMUM MULLION SPAN (IT) QO 4kSk1/4'MULIlON G74k8k1/4'MUWOM 0/]71116'THICKryE'FlAN6kj MULLION ©dkBkl/4'MUWON 074k8ki14`MULLION G24MGE)MUU)( uaY Op'1 W>�1 0®N 0.1R3I lmAU(el ®ACING M1M �j ]OA -05U MI) 80.0 550 fAgM (N -0• Y-O' Y-e' 1'-0' Ila (W J W . > T-0' •- • )'- ' )'-D• 1 OgIEMAIIN ] OMEMAMN 1 M MAMN 2 ORIEM411GN 2 ORRMAMN 1 MWAIION 1 OREMAMN 1 OR MA110N /2 MEMAIMN I MENIAIMN /2 ommmN ENO '-B' 11•-' •-e' - '-5' l2'-B• INIERI012 2•-e• V-5' '-e' '- • I117' '-5' END 12•-a' 12'-e• '-B• T-5• IT-8' 1'-5• mmoR Ir-B' 1r-s' lV-5' IT-e' V-8• 11'-0' ENO 1'-B• lr-5' 12'-e' I2'-5' 12'-$' 11'-5' IMFRIOR 12'-8' 12'-0' 12•-a• 12'-5• 12'-5 IY-0' FNO 11•-B1 1r-5• IV-B' IV-e' IT-0• 11'-5' IMFNIOR 12-8 IY-5' 13'-a• T-a' 1 '-B' 13'-6 END 12-0 12'-0• I'-11' 1T-5' 12'-e' 11'-0' 91IDD]R 13-8 1T-0' 12lW 12'-0' 12'-B' ix'-B• ENO 11-5' 13'-0' 12'-W 11'-5' @'-8' WIERMR 13-0' 11'-e' 1r-5' 12'-0' 11'-]' W-8• FNO 13'-0' 12'-e• IT-B'' 12'-B'' 1R'-e' 1T-0• II9IERIOR ' IV' ' • ENO 3-0' Ole IT_w I1'-B' 13'-e' lT-e' 1NIERICR 13'-a' 11'-6' IV -a' R'-8' W-8' 1r-5• 'DID W-5' 1T-8' T_r IY-B' 12'-9' Ix'-0 INIERMR. 92-8 IV-0' 11'-s• 12'-5' 12•-s' IV-e' MD isle Ir-5' 11'-5' fY-e' lV-e' IY_5' ENO IX-8- IV-e' IV -a' 13'-e' IV-$' 12'-T WIEPoOR 12-8 13'-8' IX-e' 1 -5` 12'-5• 12'-e' OSA e8.0 ]OA eR0 860 -WL 7'-0' 7lO. 7'-0' T-0' -0' 7l(r 12'-8' 11•-6• W'-e' 2'-l' 11'-0' 11'-0' 10'-]' l0'-11• 10'-B' lo'-s• W-3' B'-11' 9'-B' 9'-]' IY-8' I '-1- It'-B -TO' IC-e' 10'-]' 9'-10•0' • ' • ' r24' • 1C•-s' 12'-8' IV-e" Ir-5• 1]'-0' 12'-0' 1r-Y 11'-11' 11•-0' Il'-0' 11'-0• f0'-10' ID'->• 10'-5• 2•-8' IT -a' 19-B' Il•-Il• 11'-5' 11'-0' 10'-0• IV-0' IV-e• Y-e' 1'-e' 11'-e' 11'-e' 1'-B' 1Y-5• 1 '-5' I3'-5' 1T-0' l2'-5' 12•_B• 11'-1• 12•-5' IV-5- IY-B t2'-a' 11'-It' 11'-1' IW-1O• 1T-a' 12•-e• 12•-8' 1T-e• 13'-5' 2'-0' Y-8' >' la. ]'- -0' T-0' '-0' '-0' Ix'-5' IV-8' U'-8' 12'-` 1'-e' •_ 10'-T l0'-11• 0•_e• 0•-S 10'-2• 9'-11' 9'-0' V- - I]•-e' I '-l' I1'-8' loll" 10'-e' 1 •_ 9-10' IT -a' lr-B' 12'-a' lr-' 13'-1' 1 '-1' t'-10' IV-8' IT-8' IY-. IV -a• 11'-B' 11'-E' 11'-5' 11'-Il' l'-7' 1'-V Ills- 10'-10' 10'-0' 1tl-5' 1T-e• IT-e' IY-A' 11111. 11'-s' 11'-0' '- ' IS'-e• r-s' 1'-B• 12•-a' 12 1' 12'-0' 11'-B' IT -a' YS'-B' 11'-8• l2'-e' 11'-11' It'M' Iw-10'IY Ix•-8' 121-8' lY-8' IY-0' lY-B' ' B'-10' •-5•9'-a' 9•-C' 9'-0' ' 11'-5' 11•-11' II'-5• 10'-2' 10•-0' 10'-{' 10'-1' IY-B' 1•-e' 11'-9' 11'-e• IV-s• 10'-1• 12•-e' IT-8' MD 185A - ' '-0• 10'-2' 9'-IO• '-S' •_ B'-a' B'-]• 11'- ' Ills- 11'-t]' 11'-8' 10'-0' e'-0' 0'M' 1D'- ' 1]'-e' 1Y-0' 10'-5' 10'-1' 11'-8' fY-8' IOOA I OU IOU 115U 13U0 ISSU I80U 1]OA 1{0.0 115.0 IML 7'-cr Y-o' Y-0' ]'-0' T-0' ]'-0' T-0' )'-0' >'-0' Y-0• •-0' 9'-B' 9'-0' B'-0' 8'-B' e'-5' 8'-{• B'-3' 8'-0' ]'-IO• -{• 9'-1' 8•-11' 8'-10' B'-e' B'-i' B•-s' S'-{' B'-]• 8'-2' 8•-0' )'-1 9'-1' 9'-IO• B'-0• B'-T B'-1' S•-0' ]'-B' Y-0' 7'-5• 7'-A• 7'-r '-d 11'-]' 11'-1' 10'-11• 10'-0' 10'-i' 10'-0' 10'-{' l0'-1' Ill,. B'-5' 9'-T a' -ID' 1'-2' 10•-10• ID'-7- 10'-0' tY-0' 9'-B' 0'-)' 9'-' r-2' OlW e'-lo. B'-5' B'-10' V-9' -0'-7• 9'-8' B'-{' B'-2' 9'-1' B'-0' B'-f0• B'-9' B'-B' a•-T B'-10' 0'-1. T-5' B'-1' B'-11' B'A' B'-]' B'-a' 8M' B'-]' e'-1' 13'-5' 12'-B' '- • 11'-0' 12-a' 1]'-5' 1R'-0' 1R'-5' 12'-5' 1]'-0' 12'-s' 1 '-2' 11'-1' tills. fills' IP-1' r-11' B'-B' 9'-0' B•-1• B-1' 6-11' 8'-B' B' Ills. B'-0• B-Y 9'- 0' a•-]• a'-8' 6'-3' 8'-0' 7'-IV J'-5' T-e' T-Y 1r-a' 13'-5' @'-5' @'-8' I2'-a' 11'-5" IY-0' I '_B' l2l 1r-0' ix'-4' '-e' 7' ' )'-0' '-' ]'-0• '-0' ]'-0' l'-0' •- • 1'-0' '-' 7'-0' - r-s• 9'-0' 9•-0• B'-B' B'-B' B'M' B'-0' B'-0' ]'-10' >'-8' 7'-0' B'-1' B'-li' 8'_10' 8'-B' a'-)' B'-a' e'-1' •-0' B'-2' '-1' B'-0• •_ 1' 9'-1' 8'-10' •- • a'-5' B'-3' B'-0' Y-9' Y-0' Y-B' '-a' '-T T- • 11'-D' 11'-1' - 0'-0' 10'-]' l0'-5• 10'-{' la'-J' 10'-1• 10' B'-10' 9-B' 11.-1' 10'-10' 10'-' IW-31 10'-0' 9'-1. 9'-]' 9'-{' B'-]' 9'-0' B'-M' B'-B' 9•-10' 9'-9' '-0• V-B• 9'- ' 9'-2 9'-1' 9'-0' IMW S'-9• 8'-5' D'd' 9•-1e• B'-]' B-S' 9'-1. 9'-l' B'-11' 8'-9' B'-T 8'-5' 8'-{' B•-0' S•l• - lY-e' 1Y-0' 1 '-5' 11'-6' 11'-8' IT -a' 11'-B' 1r-5• 12 -8' 13'-5' IT-5' - B'-0' 9'-5' B'-10' S'-Y S'-1. 8'-3' T-5- T-0' Ir-0' 11'-8' 12'-0' 11'-0' Ir-a' 13'-0' IT-6- Y-e' UWON MULLION SPACING: "S" • MAXIMUM MULLION SPACING SHALLBE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. P.E. G 2017 IUEM M. c G INC. CODE Mon 6MD VeleeltY Hwrlcono Eerie) autilus IngshuNersyelem eMx{p7 ER SERVICES INC, eu< IWME 51REET 17-244 ICE. R N98{ ��y 14 u.ru9lli n1-Mm . SMl[l Ye tl36