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HomeMy WebLinkAboutProduct Approval /7? i Ilf BCIS Home I Log In I,User Registration �! Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map j Links { Search Florida 100%aor .-1, ,;; Product Approval I (r' ��USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL12246-113 ' Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST Port St.Lucie,FL 34984 (772)871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie, FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilm.ore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. 67 Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R3 COI EXPERT SHUTTER SERVICES,INC. NAUTILUS ROLLING SHUTTER SYSTEM C.I. DRWG. 15-071.odf Referenced Standard and Year(of Standard) Standard Year SECTION 1609.1.2 ASTM E-1996,E-1886 2005 SECTION 1626 TAS 202 1994 SECTION 1715.5.3 ASTM E-330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/08/2015 Date Validated' 06/23/2015 Date Pending FBC Approval 06/28/2015 Date Approved 08/18/2015 Summary of Products 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 R3 II EXPERT SHUTTER SERVICES, Approved for use outside HVHZ:Yes INC. NAUTILUS ROLLING SHUTTER SYSTEM DRWG. 15- Impact Resistant:Yes 071.Ddf Design Pressure: +160/-160 Verified By: Walter A.Tillit PE-44167 Other:State Missile Level"D"wind zones 1,2,3 and 4 Created by Independent Third Party:Yes (basic protection only).Pressure rating: +30,-30 p.s.f.at Evaluation Reports 20'-0 span and+160;-160 p.s.f.at 8'-0"span with 1/2" FL12246 R3 AE EXPERT SHUTTER SERVICES, slip.See sheets 15, 16 and 20 for additional pressures and INC. NAUTILUS ROLLING SHUTTER SYSTEM P.E.R. DRWG. spans. 15-071.Ddf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.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 --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 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: FU Credit Card Safe �FNERAI NOTES: 8.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 9- ANCHORS REQUIRED FOR STORM 134RS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9- 1. NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT,EVALUATION DOCUMENT (P.E-D.) HAS-BEET: VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 201.4 (5th EDITION)OF THE FLORIDA BUILDING CODE. -3/8.0x1 1/4'CALK-INS MANUFACTURED BY.POWER FASTENERS, INC. NAUTILUS ROLLING SHUTTER SYSTEM SHALL N07 BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(M;AMI-BADE -1/4"0x3/4" SOLID-SET MANUFACTURED BY ALL POINT,INC. /SROWARO COUNTIES). -3/8'0 KWIK BOLT TZ MANUFACTURED BY HLP, INC. DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -5/16"0 TAPCON MANUFACTURED BY ITW BUILDEX, INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET, FOR A DI,RECTIONALIIY FACTOR Kd-0.85.USING ASCE.7-10 FOR INSTALLATIONS UNDER 2010 PBC EDGE. DISTANCE AND EMBEDMENIS ARE BEYOND ANY FINISH MATERIAL. - AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RAVINGS INDICATED ON SHEETS 15,THRU 18&20 THRU 26. - -EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR IOD; CONCRETE CONCRETE BLOCK SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY-MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR. SPACING 9 100% EDGE DISTANCE Es TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS IS THRU 18'& 20 THRU 26. 3/8'0x1 1/4•CALK-IN 3 3/4' 4 1/2• 1 1/4' (3000 psi) NOT ALLOWED 1/4'0x3/4' SOLID-SET 3' 3` 7/0' (3000 psi) NOT ALLOWED 2. IN.ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D,AS TESTED WERE NOT OVER STRESSED, 3/e*,' KWIK BOLT TZ 9-1 4• 2 1/2'(3000 psi) NOT ALLOWED A 339, INCREASE IN ALLOWABLE STRESS'FOR WINO LOADS WAS IM USED IN THEIR ANALYSIS. FASTENERS $/160 TAPCON XL 3 31c" 3 t%8' 2 1/4' (2899 Psi) - SPACINGS TO WOOD HAVE BEEN DETERMINED.IN ACCORDANCE WITH N.D.S. 2012. - NOT ALLOWED NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN 10. ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOYM ON SHEETS 10, ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE.AS AMERICAN TEST LAB OF SOUTH TGA. 11; IIA, 12, 12W 13 & 13A. FLORIDA.REPORT# 1030.01-08 AS PER ASTIR E 1996-05, E 1886-D5 AND E 330 STANDARDS.OUALtFYiNG - INSTALLATIONS FOR WIND ZONES 1, 2, 3 & 4, MISSILE TYPE 0 AND ONLY APPLICABLE TO BASIC PROTECTION -KWIK BOLT,TZ EXPANSION ANCHOR LIANUFACIURED BY HILA. INC. INSTALLATIONS, AS DEFINED BY SECTIONS 6.2.1.1, 6.2.1.2 AND 8.3 OF ASTM E 1996 SEC SHEETS 19 & 20 -HUS-H SCREW ANCHOR,MANUFACTURED BY HILTI, INC FOR ADDITIONAL LIMITATIONS. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. 3. ALL ALUMINUM EXTRUSIONS SHALL. BE GOG3-T6 ALLOY(UNLESS OTHERWISE NOTED).SEE St IEE? 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR.AT ABOVE MENTIONED SHEET. 4. ALL SCREWS (EXCEPT END RETENTION SCREW©1 70 BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi EDGE DISTANCE AND EIRBEDIAENTS ARE BEYOND ANY FINISH MATERIAE. YIELD STRENGTH AND 90 ksi TENSILE.STRENGTH R CORROSION RESISTANT COATED CARBON STEEL AS PER-DUI EMBEDMENT @! 1007. 50018.ALL S.D.S. ARE TEK SCREWS MANUFACTURED BY ITN!BUILDEX"& SHALL COMPLY W/FLORIDA BULLDINANCHOR SPACING O 1807. EDGE DISTANCE EL 1000 CONCRETE CONCRETE G GROUT E BBLOCCKK L CODE SECTION 2411.3.3,4. 3/4-0 KWIK BOLT TZ 27" 9' 4 3/4' (3000 pa;) NOT ALLOWED 5, BOLTS TO BE ASTM A-307, GALVANIZED OR ANSI 304.OR 316 SERIES STAINLESS STEEL WITH 36 Isi MINIMUM 1/2-0,KWIK BOLT TZ 22 1/2 7 1/2' 3 1/4" (3000 PSI) NOT,ALLOWED YIELD STRENGTH. '3/8'0 KWIK BOLT TZ 6" 4 3/8" 2" (3000 PSI) NOT ALLOWED 318"0 HUS-H SCREW 4- 5' 2" (3000 PSI) 140T ALLOWED 6. NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S. PATENTS (76,095,225 AND 97,409,960. 3/8"0 WEDGE-BOLT 4 112" 4 112` 2 1/2' (3000 PSI) NOT ALLOWED 7. ANCHORS TO`YlALI FOR D SIDE RAIL SHALL BE AS FOLLOWS: 1/2"0 MJ"'-II KFIEW OR 4TW A BLT b 6" 3"(3000 PSI) NOT ALLOWED (J 5/8`p INS-H STREB'OR%TACE OUT 7 1/2' 7 1/2" 2 1/2" (300.0 PSI) NOT_ALLOWED (A) 10 EXISTING POURED CONCRETE: MIN. 3000 p.s;. COMPRESSIVE STRENGTH. It.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16'0 TAPCON XL ANCHORS AS MANUFACTURED BYY-ITW BVILDEX, INC. TO.PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/a0 KWIK DOLT 3 ANCHORS AS MANUFACTURED BY HILTI, INC. 12 R SHALL BE THE RESPONSIBILITY OF THE CCNTRACTCR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT 15 TO BE ATTACHED TO AAMINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: INSURE PROPER ANCHORAGE. THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE, CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 21/4-FOR 5/160 TAPCON XL ANCHORS & 2 112`FOR 318-0 KWIK BOLT 3 ANCHORS. 13. THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERCO AS'PART OF THE REQUIRED EMBEDMENT. BY THE'JURISDICTION WHERE PERMIT IS APPLIED 70. A2) MINIMUM EDGE DISTANCE CLD.) INTO POURED CONCRETE SHALL BE: 14. LIFTING MECFiAN15M NOT PART OF THIS APPROVAL. 4"FOR 5/16"0 TAPCON XL ANCHORS& 5-FOR 3/8"0 KWIK BOLT 3 ANCHORS. EDGE DISTANCF 15 BEYOND ANY FINISH MATERIAL 15. (a) THIS P.E.U. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SHE SPECIFIC PROJECT. i.e. WHERE THE SITE A,3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE FROM THEP.E.D. THE-EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P-ED. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE (6) TO EXISTING GROUT FILLED CELT. CONCRETE BLOCK 'NAIL: ASTM C-9U CONTRACTOR'S RESPONSIBILITY -5/16"0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BUILD£X, RNC. (c) THIS P.C.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 8.1) MINIMUM EMBEDMENT OF 5/16"0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OF ARCHITECT WHICH WILL BECOME THE ENGINEER OF UNIT SHALL BE 2 1 4'. RECORD (E.O.R.) FOR THE PROJECT ANO WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THF REQUIRED EMBEDMENT. A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. -,8,2) MINIMUM EDGE DISTANCE (E.D.) OF 5/16'0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF BLOCK SHALL BE 4". ECGF. DISTANCE 15 BEYOND ANY FINISH MATERIAL. RECORD THAT PREPARED R. B.3) IN CASE THAT PRECAST SECTION 1710,8.3 OF STONEPRECAST CONCRETE OR BRICK PANELS. VENEER OR PAVERS BE FOUND ON, THE EXISTING WAL. OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 16. F'ROCUCT MANUFACTURE R'5 IABEt. S!IAIh BE LOCATED 0!N A READILY VISIBLE LOCATION AT PRODUCT.IN ACCORDANCE WITH SUCH PANELS, FLORIDA BUILDING CODE.t O/N�!E.,,L�ABEL SHALL BE PLACED FOR EVERY OPENING, LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE ONLY TO (C) TO EXISTING WOOD FRAME BUILDING: SPRUCE PINE-FIR-SOUTH (G-0.36), DQUCLAS641R-SOUTH (G=0.46)OR �,LL�lAiN �I�JFl N7Y/E StA�e OF FLOAtDA FLORIDA BUILDING CODE (Non high Velocity Hurricane Zone) SOUTHERN PINE A2 W1 0 = 0.55 AIN. x?- -5/16.0 TAPCON XL ANCHORS,AS MANUFACTURED 6 ITW BUILDEX, INC. :A L2a15 S4.TEC0 LNG {�� j - CRAJr NT �"� .SMC - 4 I V a u t i Iu s r.n.I. C.1) MINIMUM EMBEOMCNT OF TAPCON XL ANCHORS,INTO THE WOOD FRAME UN17 SHALL BE 2 1/4'PHYSICAL I ; No•A 5 - /�q�� Rolling Shutter System 0.po/15 THREADED PENETRATION. �. '^ -T: �L EC V It/C. ... DATE NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REOUIRED EMBEDMENT. . *` ;jR L7 - - EXPERT SHUTTER SERVICES INC. C.2) MINIMUM EDGE DISTANCE FE.D.) OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4' ECG£ DISTANCE i5 %-6L {7`-: ` T'LUT TI:sTINe Ns eNaYNwa.ca+rvANv AA Y" a. >mn sr sw. 1..aua.n unl t6T6 S.w.OLTMORE S7RECT 15-(171 BEYOND ANY FINISH MATE. IAL. Z . .fyY`� " ('I"S'Tt.,aT° PORI ST..vCIE.FL,34964 ;� •, F�R�Trt Q. •. {14` ttteca6aa;cam p,r t Text Ax I'm H7I=._ DR-Ra Na VV VV LD-Dn&719 C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANEL S,VENEER OR PAVERS BE FOUND ON tC•'••.:_�ys, wV.tLR A TILUI,.r P F "^ THC EXISTING WALL OR FLOOR, ANCHORS SHALL. BE LONG ENOUGH TO REACH THE MAN STRUCTURE DEHINO "'',-�',�- sZ Oglpa f 4•tg- .u,> p sHSFT + or is SUCH PANELS. ATE LK, .. . #� #Ei #9 #10 J 2 - — 2r.sr _oto. sb'2" -- roaa -.-t,ao .o• 45 #6 cer. _ °v. �f :s,Z , c sem. ow'1 )onwrlT wlR.of 8 T.i .6nJ r.J -.ebr j 1 '--IDL d —!'-Tt11111pt914141011114ANille*I �•roo• #2 #3 #� _-ustrttuuuitutiit �1�DE TAi cvo' __.._, 78dSu1EL:S SIEG A'asq --=4• I C', I 1 1 V 4 ,yi + ( «Qv7- - � SN&ta Tgoaa tosF nwEt,nctwtx-.v'. 912 J&161 HEX IAEA,-AS tnR�,QisaHT xlax` p19p)' I r�1 1 NsSe'J I R1`n)PI1!9tl0o',.-:I SI0.t 8)tl �,'nM1R1BW •i;•8 IP1jI`IF:3')6 I i �R2J40•'I i„iI,a2•Ptl' I �' Ii R1 G 1 ) -Ji�f3I T4 .t x.C"aIi �• g(M1`-!f j L_tiJgvI s OPTION t2(:nwrA4+ao 9 - J 4I0/TuTAhC955CE1 FGREVL ti COATEOYMTHAGSLLYER CHROMED-FREE ANITCOOS*4DE7Att.CCOATEM.ASWNIPAlAP 8ysv BELTc Fy 1Afe1CYEIOSTWWK, t +? �oEcs "+i•r ti'''p `� - a En=I9G,8W0M4lStMCTM cw \� SLATSSTARTER SLAT J1 GJ63 Ta A[UMINLM At'OT bT(1t6Ai(aANtnAULO't SCALE 1?•r 18)BASE SLAT rY•]1.5 Lv t—) DETAIL'B ¢uGYTb Al�IMINJ1n utov - Sr•.u' SCALE+Y.A'.r �"-.,_i.e:5' 2ac' ACETAL BUSHING"R -' - -- (WE III OPTtONS.l ANON) tis` XO' JL 21 __-,2M' _ c Wa' .- 1_ _ _ __ -n 000' •i 1 ....�__�..__.__. �7 177 I s R .' 7ELE R1ODLUG.317 i .€ NSTENSILESTRESSATYELD 3135Ap _ TMa) t i BUILDOUT TUBE~ j _ A 0.IZOD tEACT 6P51 TSA[.UMINUM AStOY -. 651,1ilY- SCALE 1R•I• C RETAINING SYSTEt+Et:SCREW+BUSHING E1 BUILD•OUT.TUSE uaLIr # (E; BUILD-OUT TUBE OSIDE RAIL sobs16uu vNUMuto 6WXT6uUM1N)tNtAUOY „• G I T6 P1 UMINUAI N LOY SCALE 1/l°1' o SC.1,:C-1 *MUST BE R"E"ED Hy SHUnEk 60PY•--.-__ MANUFActuR£R TO ALLON FOR A MI!AMUM t •c+t.'-T-- j --- -]0.'%1'-----� O.D5b•CLEARANCE KT%%EEN SCREW HEAD AND CAYny WALL Al NON HURRICANE POSRIO%S. I E3 BUILD-OUT TUBE I .. - 2Px- -_.1 •� - 6P6ST6 ALUMINUM ALI OY �I fSfAi t'it}*t 2x, 2.- a Ohl) 1!4'0x314•ITWIBUILDEX TEK SCREW CARBON STEEt _A. $GALE,/1 r• U '("f 1 ltla' o - h n L I 1 5118'0 RWBUILDEX TAPCON XL ANCHOR CARDOli 5TEEL SCALE Ia'=V t 318'0 HIL TV INC.KWiK BOLT 3 ANCHOR ^J STORMMR BABA tt061-T6?1 i1 f DY �� / t'G'?l 4X7 MULLION CARBON STEEL SCALE la T TRAPPED ANGLE L:J 461 6attuMa+utOu_uY (G 1� 4x8 Mw.otMloALtOY e.5n1'16uuwtN tO,aaaaELl(EIt IIII SCALE t" ��� SCALE l�'-ter f .l Tt�AI Ul.LNUf/AlIOY 3Y- P• �r ..FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone' s—,+T I' EIALE?A• cE SULE 3Po':I. - •••• • '' ti.,Q~; ��C,€NSF •'•.• c 10i5 TATECO 1111 N a j , t I I u s Dw,",N eY y I v u [R. j _�,•* 11LIE�r® I'M r Rolling Shutter System nvsoil5 `- • 2 WE tt Z TILLIT TESTING&ENGINEERING yoIFANY EXPERT SHUTTER SERVICES INC. COMPONENTS ,�: „ ,JI, 16N S'N UCIE.R£STREET j-Q71 •���'1{LT••�� ,•S � 'I AIo+. f,Taie n:tTi� :(acsle+�-r5!1 CURT SI LVCIE.FL Je3fi< �' A•• a Air'trtucoGaN tem 1—c.(.)1H-4PJ.g.— ("7).7,-G'>4T PR.*.G No pl�cj'` .{{��L:yy:��.►,'.RR,,�.E � wrA ., ;C j 1, v.E sHEE1 z pE zE Fy/172 Ol UAV r` to FifaP.a tk t 44 163 •nen. 6 a i 4 14 12 }' 3 16 f5 A 1 SIDE/END CAP +e 2 HOUSING(BACK&TOP):040 THICK 3 HOUSING(FRONT&BOTTOM).040 THICK 4 SPRING BRACKET ,5 aQ 4 ;� 5 SPRING ASSEMBLY 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) . !� 9 ALUMINUM STARTER SLAT •°r r +r / 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT , 12 TUBULAR MOTOR 13 MOTOR BRACKET � �� 14 SPRING,GEAR&MOTOR BRACKET BOLTS 4111:011' 15 HOUSING(BACK&TOP)FASTENERS > $ d 16 SIDE RAIL(MAIN SECTION),FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE ® 22 GEAR-PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT .Po' 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING 4d BOX.& END CAP ASSEMBLY COMPONENTS 1ltlpppi�� FLDRIUA BUIL* Noutilu OIINU CODE ((Non High,Velocity Hurricone Zone) .c 7015 1+loco"C :c-+� ac:wN or. F.a.E. 11 ?`?�P'•1)�''ENSae -,'''. * r�.s��'y�'� Rolling.Shutter System a =] o•tt _ ii6UT TEST No 5 ENGINEERING GO}IPAN>' EXPERT SHUTTER SERVICES INC. � 6n s.Sa.los'•�,."+ N5.n]fGc Ib�ti S'N FI.IMOaE Si REE"T per)-.U7 j PART ST.WOE.rl �sRC+ �:• m01'.l:hsG�41N cam paAlnttG No STATE OF ��� Ee=oown, a.c� te>7o):w-ossa..,�+.nn:ar,-casa b, ¢a4tb]+ `+NEt" 1 01:'C 60X (>Y/6 & Y/7 1 QOX V/9 (KIQY@EAR P V/9 l /��ttPEAR Y/6 & Y/7 1 v END CAP- 1 - END CAP 'END CAP- " 1`\ f _ END CAP >al I _ �1 SLATS SLATS —_ -- p2 SLATS 2 SLAT$ —_—_—_ -- ...SLATS �} ... .. �" -SLATS ... :. " 4 i SLATS u suis v F , 75 S z O�B -- SLATS �/8 0 0/8 ---- - snArs 0/8 _T / w /8 - o — - ----' 8 0 0'/a 07 SLATS �B -_-- AI$ o SATS o (lYP Fn [Nu) -- - — _— (TyP. Co. END) — --- N9 ' -SLATS ( — SLATS - --------- - a,o T` b D (T ) SLATS •'4 - - .. i. i. .. :.'. STORM BAR SPACING VY/6 & Y/7 (SEE SHEET ''-2) - `f -- (IV Y/6 & Y/7 Mcv.Su,spAN ;SF.F.GCMf CUI F:>'ON 5.1EIT', 15&201 Mo. SLAT LPA': TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS *, ** - sT.E S,IIEDULrS ON S,,cn 15)--- NOTE: SEE sT1eFTs z & _s roa ccr„NonErrTs NOMENCLATURE ::T.S TYPICAL SINGLE UWT ELEVATION W/ STORM BARS = NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMP-ICLATURF NTS PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: * CASE 1: SIIUTTLR IIEIGI^ rOUAL OR LESS ToWi 11'-0”APPLICABLE 10 INSIAL:AIION5 5Y,/O STORM. BARS• ,1,/ STORM BARS OR 1. ,TrIRM LIARS A, MULLIONS W/ HEIGt-1S UP TO I1'—O" (o) CURTAIN SHALL START 5V/ ki SLATS AT TOP, FOLLOWED B'F IT2. 143, THEREA'-TER• At THE WAY DOWN.£ACH"SLAr /1'.SPALL CpNS'ST OF MIN,FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DC'WMAR0 BELAw #1 SLAT SHALL BE CONTINUL0 UNItL.TOTA'_SI IUTIrR HE'W. I r,OMPLrTf . OUANTTTI OF FINAL SLAT NUMBER IN STALLEV BEFORE 007701.1 SLATON"A, r'ARY 1911H SHUTTER'S HD(:H1 .(h) BOTTOM SLAT@MUST BE ALwAyS INSTALLED. ** CASE 2: SHLITTL? HEIGH' LAPQC? THAN T1'—O"APPLICABLE TO INSTALLATIONS L•J/0 STOR,A Wit 11111141- FLURIOA BUILDING CODE (Non.fligh Velocity flurrico- Zone) BARS.LrrLT rr/OF win IAU.11O7+5 +:! 11EIGi1rS- Li.RGER '•IAr, t I p" A .. �`.`�A ((fir�i�� c•DIS-ECO IC DM 11 ES (a) CURTAIN SH L START .jr fi SLATS AT ICP, FOLLOWED BY p2. J3, "r ERE4FTER, ALL e�'-:•..•.•..."'•. * Ncu t i I:u s F.R.L. THE r1A'i DL.UH CAC„ SLA" ShALt CON.IST OF rnrJ FIVE ( ) SLAV] OF THA S.AT y� - CENS ....., Rou(1, Shutter System NLIMOFR PPOCE,URE FOR AODII+t: SLATS t''OWN'AARD BELCW #I SLAT SHALL. BE t---�'�����{�-��� IL �' 0 1�IC� 9 o4T[ onnNuen urJTt ,ED SLA Is INSTALLED .FrrR pT0 SLAT Is Ir,ALc D apDlnct:AL 810 ryp=�y,lp/, LLIt TESTING 6 CNGIN[ERING co�rAHY EXPERT SHUTTER SERVICES INC. SLATS MUST 9F 11SF.0 TO COMPLETE THF,: TOTAL SHO"TER HEwHT rr / ' L • x.4,�5•. ..] vr4lnn Cu+tcYrt,y']] *•, * 1i.:': 41se I�*.. So.je>I-1:i'o.ra. (?Y.Tnrr r]I 1626 5 W.8,LT40RE STREET I S-071 (D) E0I70M SLATgYUST BE AL'N;,,S lWTALLLO ' / e-mgr.4ltecoCuor.cvm PORT 51 LLICE FL 34984 DRA.1.0 No ''• STATE OF xes.rAx vTzl 6 1-oe�c w A un., .•^'.• ...o. o.n //]]•� }t� TJyF.[it,�\Y rE Ft�q T -DA K I, a-'C', io/,e T SNf.Ei 4 OE 2E `C- Ma,,.MULLION SPACING � rpW=1/10 OR W-2/11 OR i- - (SEE SCHEOiJLf. .._-I I q7 or �� or U,� j ©or � Or a ON SHIFTS 24,25&26) I ..._, W-3/12 OR W-4/13 1/10 OR W-2/11 OR Mal 31ORM FAR SPACING Max MULUON SPACING 0 REAR F GOOr 0 Or Gt2) W 3/12 OR W-4/13 30X (SEC sct IC oN"1",22) L (SCE SCIIEDULE � ! V/9 U(-fa) ;.I I -1 ON SHEETS 24 25 & 2f) E30X 1 LND CAP EFJD CAP j SLATS -' N1 SLATS — — --- -- —_; sW15 -- ---1 s2Ars ---- y3. _f-ki — f suis a 9 / P 8=P/8 _ SLATS aa: SLATS N ry a i i I t SLATS - I 51 _� SI O it tel'-'•— —_ -- •`I Al'S N m N _ $IISS .,til ' J v z `�v r. Q/8 0 8-- _ _ P6 R -- — .,_.r -' 1 SI N G w - SLATS 30 Gin , L 1 I — _ r so (TVP) --- R 8 -R 8 suiso aN (IyD) R 8 -R/8 SI,S — w w — ,i or 58 or TR B ' R/8 \ =tiu In I urs ) e._ Rr/8 R/8 sols — --- — —t I - - - or (Typ. Ea. EN( W/8 y+--_ 1 (TYP. Ea END) R/8 R/8 , s1Ar5 i R/8 R/81 SLATS or or or or R/8 i R'/8 i.I �i prD i _R/8 I -R/8 _ ylD 1S AT5 _ 1 — =1 SLATS W-1/10 OR W-2/11OR/ B VAR SPACING -! , :..iw M/•x STORM W-3 12 OR W_4 13 < 1) (SEE SHEET n) �(J> iW-1%10 OR W-2/110 / / (TVP) W-3/12 OR W--:4/13 V/9 (TvF,) Mox SL14 SPAN _ _ Max SChT S-AN _� '_`Laa. SLAT SPhFiMO., SLAT-SPAN - -Max. SLAT SPAN I Isar_ SLAT SF'.V; (SEE SCHEDULES ON (SEE SCHEDULES 014 '- ME SCHEDULES 0% -(SEE SCHEDULES 0:! (SEE SCHEDULES ONcf. SCi+LOULES ON SHEET 15) SHEETS 15 & T6) SHEET 15) SHEET 15) SHEETS 15 & 16) - S)IEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION •, # TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/0 STORM BARS W/ MULLION & W/ STORM BARS PJOIE. SEE SHEETS 2 & 3 FOR GOPJPONEN"S NG',4ENCD!L URL-. 1,01E SEE SHEETS 2 & 3 FOR CGMPONFFlTS NOMFNCLA-URf: A T S. N i .. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: * A 1: SHUTTEP. HEIGHT OQA; OR LESS TI4AN 11' 0", APFUCAELE Til INS7A-t AT,ONS V410 STORM BARS. W1 S10RM OARS OR W/ STORM BARS& MULLION$ N(/ HC,GHrS UP TO I I'_G' (o) CURTAIN SHA,L START 'r!/ JI SLATS AT TOP, FTXIOYIED BY #2. 43, THEREAFTER ALL itiLWA' OOivN EACH SLAT ,4 SHALT CONSIST OF FIVE (5) SLMI OF THAT 51.4M NUMBER PROCEDURE TOR ADDING Sw7S UU'ANWARD EELO'A 0'1 SLAT SHALL BE CONTINUE UNTIL TOTAL S4UTIER HEIG•1T 15 CC TAPLETED 0LANTIT( OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT�MAY VARY '1iITr1 SIItIrTER,S HE'G Ht \\\11111111111111 0 \\\ A'T� / FLORIDA BUILDING CODE (Novi Ifigh 4etocily Hurricane Zone) (b) BOirU4.l SLAT & MUST BE Ausar5 Irv57PLLED � � C //� •* CASE 2' SHUPER HEIGHT - �.,�3�Qr \GEN(� "// =21,15 TILIE.CO INC Nautilus LARGER THAN ,1 0 AORLICABLE TO IKSTA.w11UN ,tijC STGRM 64R AND W/ SF` ER.L. MULLIONS r ETGHTS LARGER THAN 1—O _ (o) CUF r_iF, SFIALL S Rt 'A/ 41 SLATS AT TO FCLLOWEr, Br 42, q.3 ;-+EREAFTEH ALL THE WAY ;--• °'- 11. E C O I... Rolling SHlifter System a IIATE ddb -__ t DOWN rACII SLAT r SHALL CONSIST OF FIVE (5) SLATS OF THAT 'SLAT Nl6'BI,R PRDCEOLRE I CR �*; 57 ' •/s *_c rtU.11 IESTING 6 LNGINEERING COUPANY EXPERT SHUTTER -SERVICES INC. - ADDING SLATS DOWLINARD BELOW #! SLAT SuALL BE CONTLVL'E UNTIL JIG SJ'.T IS INSTALLED AFTFR .p', N..:• � w:wL ._,"_ 1626 S'n' BiLWOK STREET 410 5':.AT IS INSTALLED, ADDITION' STAT OF I-,<.."`iw,;Ail-:,n'°F,. T_oe:arl-wl"' .d 410 SLATS MUS? BE USED i0 COIlPlE7_ THE. TUI/.',.SNUTT[ft 'r •(� e-n,c�T auero4eol eam PONT 51 501, ,l '11) HrIcF,T i 0 F �. v 0•.C.(B`,G)t�9-9C56 fAl •2 —.1. DRAWING No �� c'•. COR10 t1,-aM1.1 J i�x a PI.LR Jr 511 E 1 (c) PW'OV t.;Al UMIISI BE AL/IA S TNSLALLED _ y/ �L ryrLanlGA L< /-51 SNEE1 of 15 5/16'1 TAPCGNS xL t':/ Z,1/4' !di i"r 1`>1iv' OR 2'•?"x7 t$" 1 4"015/4.It1Y BUI_DEk ILK $CRE15'S a/16'0 T:.PCor,s rt i+/ C0.•tCRFt chi E4!3EDVEn'- N t'D P•D OGO' CAIv AI.Ut.!i!lUE' 7U5E. - W/ I" O.D,.O 060"CAI.VAmZEn STEEL 7 I/4" !dm Cn!C1CDb:Er+T REO'D STEEL WASHER v3 21' c.aSHER fF 2 W <`5 1 TAPrO';5 M. W/ A - oeo"CALV e reEL WAst,ER n' 7a.,o.c t :' <, .' ;'/ i :r,% z/Ij..M,,ME6!3EDSlENT \ -- S�' c-•Lrt _....—..._. _- .f 0 .14' c.c i 5 •'�'1' 1" POURED COnCRI'.'TE .r ?OURCO cl:INCRETC j OR GROUT r'ILEU /R GROUI EILLED 1r I 7 r CONCH, 17 6LOCN �t GOn::RETE BLUCK ` W'ALL RCCUIRrD c. 'Nati REOUIREU y77 I3 - 1\ lJ 1j EOGF OF . f.. nn\) K,GE UtOPFNINO i 1:i ( /.'� ('4 t \ OFCIJINC -- �: - �'•'J GI A`.,5 fa 1 GLASS L.ISI1NG ( -- GLASS. \ (IUEqulm -` ` �,) II (rryw)) (PF'Oun) SCE hnC"OR -- ;G SEE ANCFIUR \/ SCHCDULCS 0:4 S:t+CDULES Gr -c \.. (r I SEF ntiCNOA f�." �F/ - 'KEE75 16. 17 u� SHE18 16. 17 y SCH:CULF4 ON s `Ci,`i^ k'19 u G 1e Lf vG &+fBS 16. +7 ( SEPARATIon t.!n SEi%r.Rplim �"wa `Air. SEPARAIION r / s 2C CLASS TO 0En55 _. ! D(t'ERIOR �" D(TERIOR A W (st, SCHFrD.Es. f D(TMOR (SEE'scr,<:wtEs. C r (51E SChCDULES, _ '•;N 1 Gt1 SHe-E7 IS) —�.U - Oil S-EC! 16) ._. -. Os k@.,E1' t 0/8 __ 0/8 O/8 �, 0/8 0/8 —_= 0/8 4'OIFEP COMCRF+k. r'Du;?ED CONCREII ^*,RGtIT FIL!En ^- OR{;ROUT t+LLEO { CO'JCRCTE FILIEUL.00 - �+_ POu'R£G CONCRFIF - Cow,F"FTr 31.Di,v ON ;r.-lII I"LLI.D - - wa:., PLCUWED ; x:')"IP.E1L 5LOCK .TALI Rr4J'FD of z rprnlNc r`. - (,B; /B) hart F'.D --F;-1 ..<'.o ,rt ALUM t)`eYaf CCcr'I• POURED CO':r F.F'r /16 IAPCOt.S -L W1 I 1,q- �;6"c IA-'rOhS ai V'� la1 ' i , r+ E`1FiECMV•' -•t oc ti i t.. Ettis't+OS'r`!1 {f'+:=1 G:+ '1... >) FEr]t` _ ?/<-!.1, EC13E!'t+Et C ?4' FLOOR/CEILING 1 TRAPPED MOUNTING WALL MOUNTING BUILD-OUT MOUNTING SECTIONS Y-nl�""�+c[�'�-4,, FLORIUa BUILD114G/CyOIDE1 7}(Nnn HJghh V.106ty Ilur cane. Zone) 4��EN!�'�- �� c 2r+15.n'TCC INC l.7 U l I I U J rw.A1i er INSTALLATION DETAILS ON EXISTING POURED _ V " ' � 91L ��•v IMe. Rotting Shuster System e�+;I•,;Ic CONCRETE OR GROUT FILLED CELL CONCRETE _ - _ ' #• *' n1U1 rsswa b CMGINFCRIliG Coara,+r EXPERT SHUTTER SERVICES INC. BLOCK BUILDINGS uI._ �. KR UCiE,FL 3198- o r qn ••�ly1'` x:k?�-'.w OafH'i'i F4+i Si tUQE,4'L Sa9Ca. T F. .-�qt tl;et�43;,+crr �kE !bi•0i 1t3-9?Y.. a ta)1)e'/r-033: °F1nYNG kc a,J•[. O• ` p�OP �`�� rfL a[IaE/IF Sf ALE ., a i •'• s:-,C+ ..1� :�Itv tl it Y v.[ 5-cf, c of i j�1FiC.A:1L1{{Il�`,_t11�\U C YISTI\G WOOD-- - EXISTING AUDI) TAPco,C " W, 5i 16'e T--CO-:S XL W/ TRUSSFS OR RAFTER r TRUSSES OR RAI'TFR+T PEKETRATICN r 2 1/2-V•n Ffrin RAri011 f".t'.1 P-OR ITW ONILCirX / 1/A'R.S t•IIW 6U'.LDEX 1"00'0060,CALV . 2- CHFYISTSGVDOCrSTECL WASHER a a' MSTIUC WU0 0 - Y -L )SCR/E WS W/ TRUSSES OR R1RISSES OR RST EL WASHER C 24' AUM\UM TUPE OD 0,060CALVNZLL) 2Luv060C ALVANZED<SeCEL WASHER a ' 5•[;L wAsrrtR a 24'or 5/t 6"R 2 1/2' :APCON5 X, rv!2 r/2`MIn I - - - - '�,. PC,,; ..W,%f r/Z' - .'I- PENETRATION (22'.6" 2".4-GR Q 2 at'OR -b"CONI •a6'•CONr r�) 2.t 0 _ WroD EA:'+CR / AOOU HEADER Z.-� (2)2'.t'OR '- - P _ REOV-AED / `T� FEr:4RCD - �• \ 7,C,CONT ( !rT 2.6' HEADER �. I H r _ 1 RFCL.RLO i 1f 1 - RCOUIRED 4 ! EDGE Ct I I i—1- .+ 1 •.'r'. t �r� ' : � � 1� -+ ' CIE,`C .I,' i -CM, Ev:r CE (ry1 ��� FDIC Cs ECCE Or �' N tl -_ 0 EIJING "\I �. CPE':V1G ' JI - !1PCN M .xf�uw �- �Di W EXrTr:c - t ��- (D) �t DaEMOR (Rro':o) i' �' u 111sfNc I E awR fin`rl: ' �I DFIU= f ) a (: _ (R K n) 1 'i .•' (R OND) N v '[ ' l( " E2)ou(E3} r 7 4/ 2�oR7 1 (2)1'r -OR IT (E}l 123 Yah- I SEPAlWt a`+ I DXutm r2) •a�D. 2- '.n — (-) at O: CO•:T dOJO j 10 GIASS V IF - E CONt.' 1' SEFARA'pN " V j (gr S.fLVtr(x ) \: _ 6-CO\T 1' ;CFarFai+O'. sup a T - (A� WCnn sr.,_D i_ r0 CLASS oOD STUD a t 10 GWS 0 c VA< - �C `�rI nt _ e 1' N' S' i[ 0 I Is¢sc'enat rN o < 0 c (Jr S :x l rn RLC'J:RLO l M:.Y RrOJ RED - SNF!T:0) :, VPY 'Ol , LSEE 51'W , _ sIE ANL HDHS _ S" _ (SEE SHIFT 211J Rt IrcFC 2C•) SO.,rw, Harlot• ;SCC 5••C[1 i - -I. r0 clu: IF, � I CU Et.l 21 % I 0/8 0/8 .ca rt m 0/8 0/8 :.I urr / =Er alcrlor.5 f �' wa.. (2)2'.0' SCHEDULE 1 SEE A\C',O EUCE or q CCNi WODp -'N SMCEl 2r +� EDGE Cr P'NNc ' f I C I nN SHEET 2+ �V'_ (, S UD '6' OPEN I i II C) ` 1/2'0 i'.a.D6->- f E +•EET E n - I .a'.0 Uo2 0•:' i SCI-EOLLF L U.� .GO.Ir Al.l a AYf•lE 2rl) � PP � L AIV FN;IC l/�i ^t1 SHEEI ? . E•'It.". :0.R,D':`; r. 1 \I • W/ 2 1/2 la n 0/8 0/87 '/f .. -'/•� !✓..L 9 PE'.Ela'-.ITN 1 2-.4 OR Y.t r.Jsl `` 2 ra"0: ••6- -.t r, H z".a':R --I I nvf E 1:N a 24' I 0/8 l 0/8 CDIJt W JD FX15111r•IUCD a •f: FLnIE CONI WODU xl CCIJi HOOD _, GE.CK OP DCrT'J'!PL,'f ✓�I 1'J:.15.J•;Cr DJTTCN RWiE. CX IT ++^OU CJ V[ p 7 C'.OR PEOL.RE DEf, 'R R �' - I CO11C6_ie "tAri _ I' EOU f.EU DCC• F T10v I IE ISE, S'.-2D; RECU H111 .FE SIfCC iJ) I` r�� 'NN";L'L tiACf - CONCF,ETEFE0 R.p ._ :� FEC ECu r.�p (EL S•IECT 20) . [Ea'L, WALL.MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILDOUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS Tlrs `pplllllNlll FLORIDA BUILDING CODE (N- fli0h V•1.0y BurriCcne Zone) ,•``��R .:...../1�9,, ^.Oi5 NLTrCO INC Nautilus °H N' '�, Rolling Shutter System v,;I;,/•, N6 *�_ EXPERT SHUTTER SERVICES INC. — iLL1f rE STINf.L RING GCT.PANY *•• /,�[ A..+. ixCNGINaE 1626 SW pILTMORE STREET i a'• STATE OF T I II:«®BRIER VCRs sr a:IE.FL ,a<•tia •EtI `HOOC.C.%I �v)" ('•��)elt-rriti� DaAWtNC No ;' NL.,'J, P F , c /�1rrr1 0,N E ;:,Q FILL)CONCRItIll OP, CONC CONCRETE B OC TI. ORUCROUT FILLED -J) Oujav C0 0� iL �, RETC 0 (SEE SCHEDULE S ON (SEE SCHEDULES OV (SEE SCHEDULES O'N Mif' 'CONCRETE I'LLOUR) (K "", 6D Of -ci),- GCONCRETE OR Sivis 17& 18) SfIEE'S 17 L.. 5H.EETS 17 18) CO'NCRIJE RLOCK (SEE SCHEDULES(IN',! OUT SHEETS 17& 16) 1 BLOC4OA 7 750' H f -, 0 4'D.C. 1112-oar CA CE) (g 1) L ............ -------- CH) 0 4'o.c, 1/2:114- 1 SU 4;4' OD- OR • (D) SECTION W .-STORM BARS OR I/e,Sup CII/2 P 1/E-SLIP FLUSH MOUNT (WALL) On I- SECTION P7-P (PLAN) TRAPPED MOUNT BUILD—OUT MOUNT BUILp—OUT MOUNT $c"U.!/16' SECTIONS 0-0- (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS CG)OR C(]�J� ORCG� (H HC). CH) (H) \A 4*0, CA1,n h ) OR t�a-Sop 11-!V 4' 4'or ) 41 — C,�'), " . — SECTION Q'-Q' (PLAN) 1/2�.3/4- ORIENTATION #1 P, R ; SUP o 1;8 tr OR ,Is- WALL MOUNT END MULLION 1 SECTION-Q-Q (PLAN) SECTION Q-Q .(PLAN) SECTION R-RSECTION, R'-R' (PLAN) ORIENTATION #1 ORIENTATION #20 1"Or 6x"I ORIENTATIONS #1 #2 ORIENTATION #2 WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G, G1.G2 i/4- Su, ( C,,TQ GZ ISEE �11)) IL 31 (SE. zzt'f (SEE KHOLILE (PLAN) it w U BF ,F F�' SECTION Q' O Sl 21) %!A ORIENTATION #2 WALL MOUNT END & INTERIOR MULLION FLORIDA BUILDING CODE (Non Hic;h vel.c;ty Hurricane Zone) eR/ije=Str (A C 2015 MUM auus* Ntil naawn sr FLUSH MOUNT (WALL) No,44167 BUILD—OUT MOUNT Rolling Shutter System OO/15 /I MI E Idbn+/'O/isDAIE SECTIONS 0'-O' ..(PLAN) �"ILV 7"1114G b ENOINEEWIG CO-1 EXPERT SHUTTER SERVICES INC. 1626 5 M SIONIGPE SMC0 2.9e. INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS A 11 L" SML y. - 1- D"-F WIT 6 or l I -4 112"Min. E D-- { 3,— 112" M:n E D -» FOR 3/8"o CAt K-IN ANCHORS (4) 3/$"o CALK-IN ANCHORS OR !� S" Mit, E p. --3"\4n E D --•--FOR 1/4.3 SOLID-SET ANCHORS (4) 1/4b SOUD-SEF ANCHORS OR f; 4" M,n. E p ---4 Mon. ED --FOR.118'0 K{,IK SOLT F?EXPANSION ANCHORS (4) 5/8"t F,v7iY.8011 i7 EXPANSION ANCHORS OR {4) ANCHORS° PER i- 3 !/B• M,n 0 r--3 1/8"Mi" E 0 -FOR 5/16"0 TAPCON:XL ANCHORS. � (4} 5/,i6'c tAE'CON xt ANCIiORS_!1.1_3" "TORR BAR CONNECTION. , .. ON "- 13 ! 5/16"o IAPCONS XL W/ -;.-.. - (yp,TABLE & BOTTOM) LT EDGE OF SLAB t t"� EDGE OF SIFs 2 i/a"Min E':T�EOUENT .G IF AoPLICAEIL IF APP6 CAOkE & 1`O,D xC 060"GALV I r.J •- STEEL tYASINER 6 24'n<. � r , ,t•._ DMIOR r. i-, � 2­x2_xiJ8"x0•f,j{5063-if ALLOT} .POURED CONCRETE. !' � �. - - ALUMINUM'ANGLE EA SIDE W1 PCUR£p CONCRETE"i °• O O „ ( 3 - 2" O O - t 4"c+-rax3 4- ITW UILDER TER (I t=1 Ks+} 5 'n -- _-5/16-0 TAPCONS XL TRIC: REQUIRED 1(, �+ 1 SCREIVS i0 STORM BAR UK THICK REOURFO q t/�^' - �_-., _ -,� wJ 2 i/4 uln 5"- ''-I {]yp TOP & BOTTOM) _ 1 EMBENsENT& < 1; y - . J t! 1 0 0.O.DSD GAi L _ t U`--' L STEEL a:ASI+ER I SECTION S: S 24 0 c 20 � 1 BOX j EMEEGfiRU INIG ARCNGR BOX " Mil, TOR w iNG zaNE-- L t (: 1 ! DETAIL A 1 � i 1/4' 0-20 OR 3t 16 WACHINC SCRCWS USED IOINTLY W'/ _ t/ab . 3/4-.OLIO E' OR 3/8o 1 1/1"CALL--fN ANCHORS %" Mn FOR !. 5E"c STEP S ON SHEET !4 FOS SPECIAL. .n, __ ,__, _ f ,YIhp4CONE TREATMENT FOR vtltap ZONES I THI, 3 0 .• V,n TUR _ ' RESPECTWELY SMALL BE LL ) TOGL iER W/ANCHORS AT THE TIN! <� _ a i a;• ,tY!aD 'OtaE - STORu BARS AR( REMOVED (SU DC7' A) (: i —.3 t , l f y IXTETt10R a SEPAf?AHL) Tp ' t', 2 C (2) AMCHOR:i* PLR o a �a� {' STORM BAR CONNEf;TI{TN• r; GLASS `'�' {SEE SGHEDU-t5 ON 2' ttln FOR _ i 7' 5CC TABLE 3 ON SHEET 23 _9 N; A•IND ZONE k,. BEYOND I(Tyr, TOP 4 BOTTOM) o� SHF.os 15 & 761 4 4 .. I =�" 4 f_. .1 (33 Sj3'4 G1Li-!A tS:CHO.RS 04 C It! EXTERIOR `1^ I 'n �1: (?; t;a`0 50LID-SES ?NCI19R5 OR 1.'- 4,. z 4; i w 5[uARAT tON TO GLASS - I (SEE SC-iE-DULES 0:4 (A) (C7 ASNJC7fiO'6RSiAOR vp/ ANf HOKSHE,"5 15 167 BEYOND E:XjST,NG­-- Ctxis ' , tI �K) EXTERIOR rI- ( ;i V ,. L" p 2 LLA-NIUM AtNGtF Ar SiDi Ll..+! 't 1j LXI ING. ...__ } ^` L S72) /4 3 14x.!,1'4" 1'1 Ult Dc.X ILI SiS i S l r r r Tom- - CR.EW$ TO STGRM BAR(tj,- LiPfQOT'Ot1)I I(TIP iGAIEOTi(.V) 5 (Tp Ll:% & BOITC11A) I ® SECTION S1 -S1 S 3= S (NP rC/RCttov), A'It1r:' ILII/Bnnptil) , v1t a` ei�n._ I �._- ' ` M!1 - ED ECJ 'EULf.FD CONCRETE I ALU b! 9! / ANGLE Yr/oy 5/tE-+ TATvnNS XL W/ THICK ROI,LRED_ �JiF IFKUNS ._ ':. ' 1 1/4'N {MBE[1lAE:I'I' 21'oc 1/4- EDGE 4-ram Eht3EOMC.: r,ucED cv=,cNeTe' D e = SLAS WAIL.MO WING EDGE C?° S;,+H. t).="nLinnsTII t f AGPUCr`Rt.E dLLn fffq FLORIDA BWLpINC CODE (Yon Hlgh Vetocfty)lur-Icanc Zone) IF Arl tu('A?LE iN.tie Seo6 - .. ir? lm ED ..--� ! 112" 0.±,n E U�-- rFi)P 3/3 OAii� !N ANCIHOFi �`'� ••..•i/L1 i t 20t'.S Pl r£C5 PKC N a u t i I u s Ckbavr!AY. 3' r7 n E C -- FOP / c ?CtID S1`T APCdCK -r.a.t. z-ra=, E.T, --- FOR t 6 6Y,r{rsCt it XPAN +tS ra+C"ORS 4 _ �y Rolling Shutter System oe,'lo/ts -i !mn E f: - w e } lJ8" Mr ED _'� •, .•.,_ } I/$ IA,,: L11 -- roR 5/16`0 TAc'C!N x! AI.I;,ORS o.TE TIL(T TESTING&ENGINEERING LOMGANY EXPERT SHUTTER SERVICES INC. +62,1 SW R:LI MGRS STREET 15 071 a'•. S�F(ttOF ogRT, Luc1E.n s4sn+ FLOOR 70 GETTING 1 TRAPPED AND WAIT MOUNTING.:STORM BAR {K� °'°'s° w,,L F..):# -t I— (112)6T+-��,° GRAWtNG Ro p. `� C0-ODO6/lyr SECTIC �/ f n/111ii 11LE11. P t: z+10EY 4 Ui ONS V GYw` 'Elf f ��� :O°IPA Lk f 4e1y? 4ef,i - --"-- fffftlli#tnnLiLN� .� tdin ED. 9' Mla ED-._. _---FOR (1) 3/4"p K%VP( BOLT TZ EXPANSION •-7'-- t ill' 3"---j ^....i 1/:" i� ANCHORS 0 END AND INTERIOR MULLIONS (ORIENTATION #t)AND END MULLIONS�G}& 04 (ORIENTATION Ali 3" .. FOR (2) 3/4'W-KMK BOLT IZ EXPANSION ..1 L -9' Min. E D. 9- M+n. E.D 'ANCHORS & INTERIOR MULLION( 1 I t (ORIENTATION y7). �1 1 EXTERtDR f i EIfDfGAF 1PliCABLE-,I I+t ( ' EaMOR SLR4' OF DGE APPLICABLE (6061-T,6 ALLOY) m I AluANFA CLE . SIUL W/ -' (bUb , - '�. ..',. .:�'•, _ -ALLOY) Fhr.' Y m id U LU0M 7'C t< 1 Ifa. ' . t _ 1 i J ANGLE FA SIDE l'/ (P) _.-_� ii) 3/4'•0 KY4K POLIRFD CONCRETE I - / - - (t F 3 I S+ Min.) ' 3 {C3 I '(' .3/4"0 THRU BOLTS t4, 1 1/2" EXPANSION Aly�6MENi CHOR 1 1 if2" 8 Min. TMCK 4EO'D. MULLION(q,l& (i) 3/4.'11. O- I _tt - - 1. I KWfK ROLT 7Z EXPANSION I T/2" ib POURED CONCREi'E {- 3' -!^ 5` { Ed .-L-: Ail.- ANCHOR W/ 6' r.t n, _ -- (Typ, TOP & BOTTOM) 1 EMBEQMEP{T TO POURED I_ -- t ^ CONCRETE (TY!! TOP & <� B 011 OM) CXISTIN(, SECTION X1-X1 W/(G- * ALTERNATIVE SECTION X1-X1 W/(G}* - a' GLASS ENO & INTERIOR MULLION END & iNTERiQR-MULLION Min (. i, „7 t;' ORiENTAilCT! } 1 1 0RIENTAi10 4 1 i (g"x4"1 (4•X6") ,v -'z" 1/z' T^i/z!I - ?w EXTERIOR AJ- A CLE EA ;IDL W/ - (21 3/40 TI(U BOLT'S ( 3" 3" Al 3 e MULLION ic3,& - c ou'^i (1) 3/4"¢ KWIK BOLT TZ � ! G) C)PANSION ANCHOR a Vt o Min EMBEDMENT TC,' C Q/8 'or Q/8 or / EXTERIOR POURED Ctlt;CRt'«E (Fyp. 4..EXTERIOR •1" t4 Rf8 or R/8 or TOP & 80rTOM) i R'f8 R'f8 S, EXTERIOR V {'-� IL L 71 Xi xi 1 1/2' .. 3'.3`.;/'_,'.Q%5-- ( D6T Te A If JY) } S•r2 (7rn G}P/POD(,&)I (T!n TOP/F310TIVI Z4,J'+ 1 AW- -ANGLE EA SOL W 7) 14'a Al— Ati EE LA SIDE r/ (Z) 3p-o - Ivr1l BCET: TO MULL3UN 311& '(I) TF-_J BO..TS TO %IULLIol bt& (:) 3/4"+ KWir: HOI i TZ EXPANSION 3/a"' KWIN 1301 T TZ.EXPAINS!ON t` !Am fVHEDMENT 10 Atl,;ICK W/ 6" M." FMFiEDMENT 16 PQVR'd _:ONCRi TE (TyP SOPA Pc'kiRE9 CONCRETE oyp TO-, & SECTION XIAI W/ BOTTOM) ION ONLY INTERIQR MULLION ONLY} I.- t tNQ & INTERIOR MULLIONS �ENQ MULL } t HtC° RLf"D _rTRICN EiLT j ALTERNATIVES SECTION X1-X1 W/�G * LDGL -i S.Aa rDG (d£c= svk_ . ,F _,�,h„B,•E '/ NTA1I(;tJ- { �-Rk ) i�APPLtC'APIE %(7tK 9dt i TT EXPDNS701 - tdm f u - 1 •- 9' t,bi E:U -= ANC•+trRStNTERIOR Mt1tUON c 7 - u SIDE RAIL`P,'AND BOX NOT SHOWN FOR CLARITY, (ORI_ENTATION 42) 9" 'Ain E D '-d-' 9" Ao, E D.___._.-.., FOR (1) 3/4"c,+ KWIK BOLT TZ EXPANSION _ TT--rT t�y7� ANCHORS � END AND INTEP:r+? MULLIONS rLOR1DA BUILDING CODE (Non.ili)h Veloelfy Hurricane Zone) - C {f}P:E+`t1,:itOra Ai & Zf1} AN{: '•,' "• - �''i s EN 2u;5 Tlueca+,K N C1 U I U S END MULuoN(J(dRIeNIAnrJr; dz) =y��r `�G SF ..4..l, FLOOR TO CEILING/TRAPPEOMQUNTING:MULLiONS OR(G 1) M rCO INE Roping Shutaer System uvAIC 1 �. G - Ua7C SECTIONS W-1 _ - J—' z+utT TESTI.0 &tNG;-EEx G aavra r EXPERT SN�1TrER SERVICES (NC. w:r cvo+. — «.ws:—1 c.na+,S.1: 162G 5'a' dR70[ C cTRCE7 T'._J 7'• IXa:;Jei+1. e. f-tWMa-nzl" PORI SI LtI.E 11 3.i)sz + brcecn«kaoi<a+ nK.L taco !+i- T,-tNa; tY4aMINC Na END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION "A�`� ioa��° ,'' H�. EA a �''o a"`.`" T;,x". w.y;Cr,A ..ui, P t ET :4 of 26 $CALF /$'= i' FrMi� �'. z' F. ;��' tiS,*•'�^lK. a,«cT rear,+ SKE - Enmm� EDGE: If APPLICABLE-. 2",%1ULLION DEP,N.1/8"Cunt ALUlA. TUBE 114'c014"(TOP & BOTTOM) W114'c014"17W BUILDEX ,EF SCREWS 7 3/4' I 15/113"0 1APCONS XL W/ 2 1/4' K'/ I` O.L`rO OFO`GALVANIZED STEEL MIN E.D. 2 /E' :M�n EMBE010ENT C 24" c,c, WASHER C 2.4"c.c. Min, EJ) 1 i L. EDGE IF APPLICABLE ' 4 - EDGE IF APPLICABI E. ._ CONTINUOUS POURED 3i4' Min ED. __-- ---- ' 7 CCk:CR-E(f� =3 ksi N.n:) 10 - ,-_ _2-. 2 -T A (fin. THICK RLO'D. i � L -_ ,\ � i 3/4" I,1,n E.D I,IEND CAP FOURED CONCRETE --- { ± POURED CONCRETE. Q: Min. E D :E0. F.0 - d" Min. THICK KO D. EXTERIOR WC = 3 ksi M n) "EXTERIOR z;d 4' A' MIn. THICK REQ D. o� EXTERIOR 1 ?) (()UR Gil _ a 2 _ CG�OR�) - �0R,G i 0/8 r 0/®r 7 J/; . E :/4 M„ e D': a R/8 or R/8 or Alt—. ANGLE(.fi(A SIDE, 6061-16 ALLOT R/8 Rt/$ DGE IF ALI:'APIr Al-, ANGLE EA SIDE EDGE 1,-APFL:r_nBLE 0 o EXISTING : 6''n �C!'Aliy) y5 "�((7 IRO'frEDT AY BEFD SECTION X2-X2 W/(G)OR (G�* ALTERNATIVE SECTION X2-X2 W/n OR * y GLASS - - PE sEcr1C1T R'-_r' r,N sHELT ) LEND. &. INTERIOR. MULLION (END & INTERIOR__MULLION) (W/ u1RIE-4��Icu IL-2) t'w _ (6"x4'* - A J o or .;"X8") I Ij2•'rl 1,2'.O.Obt .CJ'11 Al 11M OI xC: fl"� ra"'F" 7 3,4,. u. J ! ATJ(; 't.;. I/4'm,'/•1' Vr 61JILDEF S' MIN ED. --- — iEK SCREWS uv %a" or. 10 TUPE ------- j O ,2 O • SIDE RAIL D, NOT SHOWN FOR CLARITY CO'•:7INVCUS PtjURE[i CGNC°t'i_If"- - 'ks'AY'." ' - `.. 'd:ri. T,Ch RFc G 1 i7O 701,513110Q) , ;'i- ---- - ® I ii2- (Trr T0I5/F0^OVI I ! t ,0'-., MCN C D EO --EO - EA SIDE. W/ (2) 3/4-0 THRU BOLTS TO MULL-GN ,,Ip111111NHlll//// :i !2j 3,4"4 KvnK 6O;1 T] frFn115104 ANCHOR A. FLORIDA BUILDING CODE (Non High Velocity 11--c- 'Lune) W/ S` h1�n, _VBf.DId(NT TO POURED I70NCRI.TF. , WALI Thu TDP & eo-17010)�t• • 'f- a 2W5 TECC :c\' sR"N o+ EDGC APPLICABLE � * Ncutilus o '. T.R.L. WALL MOUNTING:MULLIONS (G)OR LGU = `'NO- } Rollin Shutter System _ POURED CONCRETE WALL _* -= �`' E C® INC. 9 'G TEI -.- - �*= illl.R iE511NC b ENOIrIC ERIN�C COMPANY EXPERT SHUTTER SERVICES INC. -- SECTION W-2 ST tTtJ ! e: v »o"Pp I:o:'a;,'.'•s",I" (E-G ?9'• A .K 97E sn elTvner 5'Ht!-T �� ., a-•,-�L Inleea.00�co,- FOR"ST L'UCIE IL 3499+ DQ"WIHG No END&INTERIOR WALL MOUNTED MULLION INSTALLATION F' �ORIDP .• ,.�- "ER 000!,719 P 09` T4D LI JI a/I 4 -1111� srkT I' �VrY'I Lr•G�1 `�:.1E fit OHI^c Lia ,a,F> N,a?,,. ' SUT DI 11 111111 5" Mm E.D ... ._�_._ .._.q' R+,n. E U,.._ _.:.:F03 (1) 3/4'u K,WiK EOLt T' EXPAIJ$101C 1 .. 1 _ I ANCHORS '4' ENO PULLION �r 3'.3'r <U' 4" 2 ---' I (ORiCUTAJIONS #1 & F2) (6061-T6 ALLOY)Alum 1 1 ij$` ANGLE EA SIDE W/(2) --- [ FOR (2) 3/4"0 K41'IK BOLT - ^ EXPANSION 3/4-0 THRU BOLTS TO a —�AiCORS 3 INTEgMinED-- - -- aRIOR MULLtON — ! � t6UlUOtJ C'i.',k (1) 3/4'7 (ORIENTATION jF2) KYHK BOLT-TZ EXPt,M51pt! .. WCHOR W/ G" Min EDGE 0' STAB� -I�- I ,yi •'EDGE OF SLAB EMBEDMENT TO POURED 1 IF APPLICABLE ;�; , YIF n0LIlti BtE CONCRETE fTyp. TOP & i ani-TOM) 7" EXTERIOR 2 j , ` t.✓ - t- POURED CONCRE-,L i (T'c _-3 6A; 3.. Vin THICK Rc'O T I l�J I EXIS I ING GLASS SECTION X3-X3 W1 (G2) r e n. aNp MULL ON ONLY) I + 1/2" 1 1/2' 4J' ORlEPTJATl01'! k ! ,2 /2 c EXTERIOR ) 4 'ice I I T� i G G O'I8 _ _ -. . 'I$ ?} a EXTrRIo _ ii� EXTERIOR i 112- I I/[ 1/2_ '. 3 1/2' X3 X3 (Tm r.-,'6JNov1 s"<3.!/:".p'"^(6061 (60,61-r6 ALLOT) Num ANGLE LA SIDE 'Al (7J ±;a'o ^I"gun l.NCLE EA SIDE 1'./ (2) ..,• . - irRV BOLTS TO MUUICI GZ & It{KL EOti: Jf; !di+t LION f:t - L POuPLLr CnNGH11L. ill -','A"- '.c:n_. BOLT t7 EXPANSION t2) 3/41 IWI, EU V 'L 0PANSIO!. 3 L'i M"I} A:X,,'Cr R Yl/ !A1. LV6EO4*:fJT TC, A,f iOR 'N/ 6` t' EMBLEtMEN1 10 ' [Cu-:. RE:"C' POURED GONCRE-E (1- TOP ,i '('.UR[0 ::ONi RET'r(T/t 11 J BOTI CJv) FC-TOFa) 1 (ENQ MULLION ONY (INTERIOR MULLION ONLY ,t;(;; 61 s,Ac ALTERNATIVE SECTIONS X3-X3.WI G? Is 4PP-nsLL J �._ r Aa .Icr.<ic LWI QRi:*,1ITAf Q,*,t B 2} rUR (11 3/4'J KMI, RCLt fi E`{q�?.I.. 9, ti,rL F U IeF.C}i()R'; 0. INlf`IOQ VULI(IN 02 j (ORICNTAT;C!J pi) iti\RNLI FAuTitJJby�i �•..LARIRYIL .AND BOX NOT SHOWN FOR, 9' !:L„ E.p _._ ^LT Tr F<PANSIOI. '�� 1J �i _._..__.._.�__—.._. FO[2 (.1 SIA'= h;v8n D. P� � .••""••+. J' 4i, FLORIDA BUILDING CODE (Non High Velocity Eiurntgne 'Lunn) ANC!-IOPS N^ END MU:.I'ON l`) _ (ORII-N74TION5 Yt 3 #2). '.• C.Gt5 1ILIECC InC Dnxn'+gr NQUtifus T.k. FLOOR TO CEILING/TRAPPED MOUNTING:MULLION �G21 — No.44167 �`� Rolling Shutter System OA/10/i', ' (-. �IL EC C9 ING. DATE SECTION W-3 =-0 S A7E;(7E� cr` TJGn TE571MG 6 ENG1r+EEk"10 cors:. EXPERT SHUTTER SERVICES INC. ��� ••�, -/� (� ��'`+. $I KIY..�I`L STREET (Y Q]I, (]J, [V{ t- tCR7 57 tUL`)`TL.STREET END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ` a( `' ' °"`"""`"" °.»`"``� O� •(j� [°--°�ccr+? ° tocol+•-v±r.. .x (nn do_c c SCALE tIB' 1" t>.E .S��l/TP' rS�E D>LK s--,7 IlgI�iF1E�1 T U,GE'IK APFUGABL€ � 2"x MIALION DEPIf61/8" Cont --ALUM 1UHF. (70P & OOT-MV) ,v/ 1/4'"n.3/4"IM BUILDEX ICK SCREsvS 5116'0 1WCONS Xt 1v/ 2 I/< W/ I`0.[;..DOGO-GANAN12ED STEEL i/G" ,.Mi,� EMBEDMEW G 24" o c WASHLR a 24" EMi Ic APPLICABLE, fifiN- E D '� _ CONTINUOUS PC!UREG- I - _ t 2 CONCRETtr'v -Sts'1aa,) _ t - ( I P0jR.FD' CO"JCRE-c E" fain. THICK REQ'[) (t'c - S k;, min) B" mil THICK REO'E, 4� EXTERIOR - ENn cr.P 2" 7 S/ NOICII 1vE,f7 n M,n ED f4. -CQ s.. (1Ye iOP/GUi(f,fd) O o - 3/4' Nin. E,D Num. ANC3J` E(EAI S4i_�Ai i 6Y) ki 9 VdAl.t 'yt6UNF_:I 51fD4 Ti, adAY 3E. _!___ • <. EFIflPN(; ra>C_- AISO rNSiA_l Eft JRAPPED MOUNTED Ei,Ci If' AP'LICASIE GLASS I fEP SECTit3N Ci'-,,` (}at SN(ET 8} @2EXTERIOR SECTION X4-X4-W/ (G23#' s JEND Sc INTERIOR MULLION.) Z2) Q1/8 Q'/$ — _ _ 'e,n E D —i• i 1/2%1 i/% .O Ci[ °CUN' AL IIP! �+ SIDE RAIL D, NOT SHOWN FOR CLARITY 1114 C=.t_DLX CCIAINiJOJ4 f{,ll'it-u ICr` Ei 4:CRt'i, (I( - 3 ks Isa 1 13"-Yin ii-,,n REta E3 X4 ("' I!X'/F.!)i l(14) ' i I/? - ..� I/�.• (rrP TOP/60TTCU) . sf4 15 ALL 7r; Al,r.. „•:GyE TNRU BCL=s To Muulo; TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES (*) STEP 1:OBTAIN JOB SITE'S A.&D.DESIGN PRESSURE RATING(p.s,l.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT INIO STORM BARS SPAN"L"(1Q TO PROTECT IT(SEE GENERAL NOTE tt2,SHEET 1) ON SHEET 15 TO DETERMINE STEP 2:ENTER TO CHARTS (fa, Ib & Ib') TTiRU IL' ,BAS1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT WIO STORM BARS SHALL .ED ON AN tl2" BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p s.I.);THE OF SLATS TO GLASS. REQUIRED MAX SLAT S_PAN"L"h. 2.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,-25&26 WI A S D.DESIGN LOAD;MAXIMUM MULLION TNE.FOLLOWING INFORMATION IS PROVIDE[)AT CHARTS I THRU'TC TO PROCEED WITH SPACING,(MAX..12',8'OR 7'), AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT)W1 ALLOWABLE PRODUCT INSTALLATION VERIFICATION INTERPOL.ATION.IN BETWEEN SPACINGS FOR A GIVEN(;G;.�Gt,.G2 8,G3).MULLION TYPE& MULLION ORIENTATION. - • ENTER A.S.D.DESIGN PRESSURE RATING;SEE STEP(1)ABOVE. 3.SEE SHEETS 10,10A.11;11A,12,12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE.THE TOP&BOTTOM FOR FLOOR TO CEILING(TRAPPED)OR WALL MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED.`. CONCRETE FOR A GIVEN MULLION TYPE(�G;I G},G2 Lrnni(:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1/2"SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS-&MULLIONS ARE USED USED,FOR A GIVEN A S.D.DESIGN PRESSURE RATING. 1:MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM:BARS AND MULLIONS ARE USED - • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ic-PROVIDES SEPARATION SHALL.BE BASED ON CHART Ila,ON SHEET 15,IT SHALL,BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR W/STORM BARS(SEE STEP 4). GLASS. - STEP 3:06TAIN INFORMATION ON PRODUCT'S SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2 ENTER TABLE 1 ON SHEET 22 WI A.S.D DESIGN'LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT) THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING TYPE,A:S:D.DESIGN PRESSURE RATING 8 SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF,PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS.THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE 6F"2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR PROCEDURE 4SPACING a:IF STORM BARS ARE USED , 4.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&26 W A,S,D DESIGN PRESSURE RATING: 1. MINIMUM SEPARATION 1'0 GLASS FOR.SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX,12',8'OR 7'),AND DETERMINE MAXIMUM MULLION SPAN CHART Ic.ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN('G.,Gl.IG2 & 63), MULLION TYPE&MULLION ORIENTATION- - 2.ENTER TABLE 1 ON SHEET 22 W/A.S U DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM 5 SEE SHEETS 10,10A.11,11A.12,12A.13&13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING(TRAPPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE 3 ENTER TABLES 2 OR 3 ON SHEF.T 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORMBAR FOR A GIVEN MULLION TYPE(G'.Gt.G2 & 63) SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUSPROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) STRUCTURES.SEE SHEETS 20 8 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING WOOD FRAME STRUCTURES. �a r► •� ��' r ..FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) • FAL r,��:,r,,�{S(� C 1011 110111 CS_ Nautilus � N'4 nr � _ ECO Rolling Shutter System TILLIT TESTING h ENCMEERING COMPANY EXPERT SHUTTER SERVICES INC. - lfn(V •i:fi:w a-'T CRC syr'u7 s, ,.'liusieir l>x 15--071 . F(OAIOP •'��``.� o-n,9B.ORnc,ouW'eam oeRl s1 welt. L J.Gei oRAw1Nc N, �i� /C •``t'� E5-COC6719 Frf:!IL IEMi t1]-9056 rAr,(t iy)Nl1-IryPO A� r- W4lC?a tILL1r,Ir n F �.E r5 ;flF �GRipA L,. q.a+rp SHF,❑ •a or ib SLAT PERFORMANCE CHARTS Ia. .-Ib, Ib' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.0,PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS.W/OR W/O -F CHART Ia CHART Ib CHART Ib' CHART IC USE MAXIMUM VALUE BETWEEN-PUSITNE AND NEGATIVE ASU.LOAD USE MAXIMUM POWFIVE AS.D.LOAD VALUE 3/8"0 KWIK BOLT 3 ANCHOR 5116"a TAPCON XL ANCHOR 5/16"o TAPCON XL ANCHOR MURED CONCRETE TO POURED CONCRETE TO GROU FILLED CELL CONCRETE BLOCK MAX, MAX. SLAT SPAN MAX. SLAT SPAN - - MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS A.S.D. 'LAux,' (FT) 'LMAX,• DEM (FT) _ 'LMAX•- (FT) MEASURED TOBACK OF SLAT 0-) ' �RESSLIRE WALL TRAPPED BUILD-OUT g'UTLt-our WALL TRIPPED- BUILD-our BUILD-OUT ..WAIL TRAPPED BUan-OU7- Bu1Ln-our W/O STORM BARS.. W/STORM BARS RATING MOUNT MOUNT Ul�_( MOUNT W/( MOUNT MOUNT N UNT Wl MOUNT W/(E� MOUNT MOUNT 4 NT MOUNT W/��` h,c2) N' ' 1 6 ND-ZON WItiD ZONE ND ZONE WIND ZONE (Ps{) SQ NOTES*: SCE NOTES* t SEE Nous+ SEE NOfEs+ SQ"its+ t $FI NOTES+ s¢NOTES* SEF ROTES.+ SEI NOTES+ .. .. SEF NOTES* .. .. SEE NOTES+ _ SI.NOTFS# 1.=J 4 1-3 4 30.0 20'-0" 15'-4' 20'-0' 20'-0": '20'=0': 15'-4' 20'-0 16'-0__ 20'-0" 15-4` ib'-0' 15'-6' �-1 � '14 1/2" b' 7' - 35.0_ 20_0 _:_ 15 3'_ 20'-0' 1b'-0' 20'-0" 15'-0' 69'-0'. 1G_-S' _20'-0" 15'-0' i6'-3' 14'-0' �1' � 14_i/2' 6' -7- 20'-D-' . . . 15'-2 16'=6" 2C'-0 14'-5' 17'-4' 14'-10' Ig-t1' 14'-5" 14 1/2" 450 20'-0 ' ` -2� 12'-D' t' 14 t/2'0 18-0 -3 -0 5 G" T 50:0 20'-0' 14'-10" 16'-g' � � 14'-2- 19'-t 13'--1" 14'-10' 12'-10" i6'-2' 13'-1" 12'-9' _I1'-0' _ 1" 14 1/2"_ 6' T _,__ _-1-77..2-. -12'- _ _ _ -1-122__-_- _. 55.0 20'-0" 14'-8" 15-8� 13'-4" 1T-9" 12'-a' 13'-11" 12'-1" 15'-0' 17'-<' ----12r-a'-- - 10'-6' I' � to 1/2" fi' -1-12-1-_ _: __ ..-2-1-1-1_. ___222-1. 60.0 Ig-5 :...1J.-9 2222 14-9' 12'-T �I6'-•9' t1'-B' 16'-2' 11'-5' 14.-2" IL-g•• 11'_4' 1D•-0• I• 74 1/2" 6" T . -1-122_ :-. -1-1-1-1 -_ -_ _ __ 65.0 IB'-4' 12'-11' 13'-11" II'-11' IS'=9' 11'-U" 12'-5" 10'-II" 13'-4" 11'-p' 10'-10' 9'-6" 1" 14• 6" 7' -. __..-._ - - •" ._15-0. - .- .. - -. - 70.0 1)'-a' f2'-1" 13'-3" II`-4" 1�-0' 10'-6" il'-1U` 10'-4" 12'-9 10'-6' 10'-a' 9'-0" 1" 13 12' 6` 7' - - _- -__-- . - -_ .. .. - 75.0 16'-6" I1'-7" 12'-7" l0'-10' I4'-3" 10'-0' :11'-a' 9'-11' 12'--0`�- 10'-0" 9'-10" 8'-10'' t" 13 1/Z' 6" 7" - _- _. -1-1-12._.. _ 80.0- 15'-9' 17'-0' 12'-0' 10'-5 t3'-7 9`-5". 10' 10' 9'-T '.11'=7 9'-5" 9--3" - 8'-6" 1' __73__: 2_ -127' -.. _.. -- _ _ 622_-1 _..-2-122 _ -1-1-1-1 - 22-1-1__ ___ _- __ _. - 85.0 15-'-D7 .70'-6" 11'-7" 10'-0' 13'-C' 9'-3" 10'-5' 9'-3' 11'-2" 9`-3- 9'-0' S'-3" i" 13` 6" 7" . " _- _. .Il'-2- _ - ._ -- -1-122_ - _._ _._ _ ___ _. _-1-1-12__ 90.0 14' 2" 10'-I' 11'-2" 9'-8' -12'-E' 0-10" 10'-1' d'-TI 1C'-9' 8'-10' 8'-10' 8'-0" 1' 12 1/2" 6' 7" -'-- _ -_ -. - __. - 2222- __.-.- _. _22-12 _ _ ..__ -1-1-12__. 95.0 1}'-5' � 9'-8" 70'-9' 9'-4" 12'.-0' 8'-5" 9'-9" A'-7" IC__a" 6'-5" &'-6' T-9" I' 12 1/2• 6' T _ -1Iwo _._ - _ _ _ 100.0 12'-:9' 9'-4" 70'-5" 9'-I" lt'_g" d' a" 9'-5" 8'-4" .10•_0 8'-4" 8'-3` T-6"• 1' 12" 102-1. _ __- __-_ ____.__._2-1-1-1 _. -_ 1_OS.O 72'-2' 9'-0' t0`-1' b'-9" t I'-3" 8'-O° 9'_2• 8'-2" q•-..8' 8'-O" 8'-0' 7'-4.• 1' 11 1/2 110.0 II'-7" _8'-8" 9-9" 8'-6" 1U'-11' 7'-10' 8'-10" T-11' ' 7'-10' 22-12T-9' 7'-1' - 1' 11 1%2' .6• 7" .-2-1-1-1.. -_,-2-1-12 -1-12-1 --1-1-12; _. _ _ ..9'-,3- - __-._. -- _ 115.0 t i'-1" 8'-5" ---4_-6'. B--4' 10'-7" T-8" 8'-8" T-8' 9'-0" T-b 7'-d 7.-0" 1" 11 1/Y 5' 7' _ - _ ___ -._-- 120.0 T-3" 8'-2' lo'3Y - 7'-5- W-5" 7'-6" B'-it- 7'-5" 7`-S` 6'-10` I' 11' 6' 7- _ -.___. .. - _2T-5-_..-... To ,_ ___ - _ -_-__-..- __- 125.0 1D'-2" T-5" 9'-0" T-11` 7O'-o' 7'-2` 8'-2'. T-a' 8'-6' T-2" T-3' 6'-8" �1' ii" 6" T _ _.__ -7 --6� -7-'-0' ___ _ _ _ ___- _ _- - 130.0 9'-l0" T-6' 8'-9' T-q' 9'-9" T_p^ g•_p• 7•_2 g'_g• 7-0' T-2' 6'-6' I' f0 I/2" .. ' 29'-6 _ .. _ _ 135.0 9'-5 T-7' 8'-L` 'i'-7" 9'-6" 6'-tD" T- 10' T-1" 8'-2` 6'-10" T-U" 6'-.`i t" 10 I/2' -�6" T 140.0 9'-1" 6•_77' B'-<" T-5" 9'-7` .. 7'-8" -G'-ll' 8'-0` - 6'-1U' 6'-4' 1' 10 1/2' 6' T _.-. - .. -1-12-1 - .... __ ._. _ 15.0 8'-10" �- B'--2" T-3" 8'-iD' - T-6" - 7'-10" - - - 1' 10' G' 7" 0.0 _ _.- _ ._. ._ 9" 150.0 8'-6' - 8'-D" 7'-2` 0'-G - Y'4" ._ 7.-g. - - - 7" 10' 6" 7" _-._-- _._ _ .-. ._ -1-122. .-_ 755.0 B'-3' -- T-10" 7''0' 8-'3•. - 7'__2 .. -1222.',_7. - 1" 10' 6' T _- _ _ - _. _ - ... ... 160.0 8'-0" - I'-8" 6'-7U" 8'-0" - T-t' - ,7'-5" - i' 10" NOTES• .. ABOVE INDICATED MAX SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 1E INDICATE THAT SPANNCHOR AND A-SD.CING IS DESIGN AVAILABLE PRESSUREFOR RAIN,. CORRESPONDING SLAT \``lt��1ii171111C/j Y4 A.71 �� FLORIDA 9UILDINC CODE (Nen II;gN Vel-Ay Hurricane Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING.,STRUCFURE WNH aNyi;•''��CENSF'•• :2015 rLTECC�N; - uw:xa B• 3/8'0 KWIK BOLT 3 ANCHOR OR 5/16'D TAPCON XL ANCHOR, TNTC a ''�, N a u t i I'u s E.R.L. POURED CONCRETE OR GROUT FILLED C Lt CONCRETE BLOCK. OR No.44167 - - Rolling Shutter System oenW�s WITH 1/4"o TFK SCREWS AT N,l1LLIONS CONVECTION. VALID FOR :---�-_ c �E �� y® IPdC. ogrE WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. = T- - - = nu.Ii TESTING d ENGINLENING COMPANY EXPERT SHUTTER SERVICES INC.MAT --- �� .. 6±;:b .o�"'005,`lJµ1A'1, Ie?u sx Da.rvpa[5ra[[T lU-p71 _ 3. MAXIMUM SLAT SPAN`i FOR INTEP,.NEDIAfE LOADS ILAY Bc: :�'•., ��� VURT 5t LUCIE.CL 345ea DETERMINED BY LINEAR NTERPOIATION BETWEEN END VALUES. �'��.�c'•,,Fi O ISP'•'�� s>e[O-CCO6OaoA mm P"G t.(6:bi T -056 . Qtt)KTI-P..cu DRAWING No n 1Li"t LV'J. f -- P, ,�j�M1lii111�'� ncRlw� �a.,c� `i., STEW •5 or zc MAX.ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYP.E,.W/3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL,A.S.D. DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALLMOUNT MAX. SLAT SPAN RANGE DESIGN DESIGN , PRESSURE RATING O'-4't > 4'-5't > 5'-6't > 6'=7't > 7'-9't > 9'-12't > 12'-16't > 16'-20'1 ;tANGE(p.9.11, 50.0 9" 9" 9" 9 >31-40 9" 9... 9" 9" ..9" 9_ : 9`-- 8' >41-60 9" 9' . 9" >67-60 _9".._� 9" 9" 9" 9" 8. :5 5/8_ 5 5/8. St.?1 ---- tNOTE' _.. .. - _.- - -- -- - ). ..-SPAN MAX. SLAT SPAN FOR A — - ' g" g•' g` 6 1/2... 5 5/8" - >ta6-12o GIVEN A.S.D. DESIGN PRESSURE RATING SHALL >1z1-1ao 9" 9" 9" e_ _ 7" _ 6' - - b�g.EXCEED,AAAX. SLAT 7 z' - - SLAT SPAN DEFINITION SPAN INDICATED ON SLAT PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. DESIGN 6'D SLAT SPAN RANGE PRESSURE ... - . .RATING 0'-4't > 4'-5 t > 5-6't > 6'-7't > 7-9,t > 9'-12't > 12'-16't > 16'-20'1 t 30.0 . 9- 9. 9" 9" 0., 9.. 9.. - >31-40 9. 9" 9" 9" 9" g• 9. - >41-60 9. _.._ 9" 9" 9" 9" 9" 7 1/2" - 9. - >106-120. 9" 9" B" 8 -1/2" >121-140 9" g" g" 7• 94 11, BUILD-OUT MOUNT MAX. GN DESIGN .. _ SLAT-SPAN.RANGE - - PRESSURE 0'-4't > 4'-5't > S'-6't > 6'-T t > T-9'1 > 9'-12't > 12'-f5't > 16'-20't RATING / - GE(P.--f" (Ej . !E? . �E (E� CES E� (Ej (E (E (E1 7 E3 lE� (E� lE3 \) (E� (0 CE3 (E) ej Ez C) 30.0 4.. 9" 9..-- g.. 3.. 7 3/4 ._. .__. .---..._...._. ._._.. 7.. 7" 5 5/8- >31-40 g" a" g. y. y.. 9.. 9" .9" 9„ B" 7" -�", 6„ r 5/8,. 5 5/8" 5�5ja: >41-r;0 9 q•. y.. 9" �., ,�. 9. 9.. 9.. g" g_ 9.. 9` o" 9'` 7 1/2" 7 1/2" 5" 5 5/8" 5 5/8" 5 5/8' 5 5/8" 5 /6" - g" 9" 9" g" g• 9" g" g" g" g" 9' 9" .7` 5 5/8" 5 5/8" 5 5/8' 5 5/8" 5 5/8" >8t-105 9" _ o" 9' 9" 9" o. _ _._ __.._ . _ _ _ _ _ _ _ .. .. _ -.. _ 9" 9" 9' _ d" 8" E i/2"6 3/4` 6 .3/4"_ 5 5/8 5 5/8" 5 S/d" 5 5j8 - >t06-120 9" 9" y. 9_ o.. 9" 9" 9" 8- 8" 8" 6 1 2" -___ _._.. _.. _ ._ ._ _ _. .. / 6" 6' S 5/8' 5 5/B'' 5 5,/8" >121-140 9" 9" 9' 9" 9" 7 1/2_'_ 8" 8" 6 1/2., e" 8" 6" 5 5/8. 5 5/8- 5 5/8 >-tat-t6o 91' 9" 9- 8'• 8" g• 7•• 7" ,5.5/8' 6 3/4_ 6 3/.4'5 5/8": 5 5/8' \\\\N\\NA11 TJ nr4p�4 FLORIDA BUILDING CODE (Non High Velocity.Hurricane 'hone) Q� ENSF'.✓�% G.:.,z tlLrrca INS Nautilus pR4WN N, Rolling Shutter System ' �lrTRL11 76511-0 h ENGIN[ERING CO51 MPgNY EXPERT SHUTTER- SERVICES INC. %�S'• STATE6f— fC; h^^%"i.%eie;;_', '��:NPc czie;�:'.so1"' )h,a sw eiuucPE srREL7 15-U/1 i.ft•, •`f4t; PORI ST LOCIt.rL 34984 /n.`. �•/f11]1`f'• v�� EB-LR�u Ali Vy:w:t.(EC4Y Ir,1-90>5 �/.Y 1112)BI'•-C'J90 OR4WIN0 Na 1� C -,�.it{iLiR�yi+ w4 IFk 4 11.:11 J. V F . tic }4\fhl sN(I1 IE O!i6 /IIINIIIIIiN\\N .. .. MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE W/5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE t WALL MOUNT —sD`. SLAT SPAN RANGE DESM RRvNTM mgm0'-4't > 4'-5't > 5'-6't > 6':-7' t > 7'-9'1 > 9'-12't > 12'-16't > 16'-20't p RavcE(cnri _ 7 1/2" 5 1/2" >31-4D- g. g. g. g" g, g. 6" 4. -- -- - _ ------ --- - -- ------ >41-60 g g.. g. g.. g: 6" 4" 3 3/4.. 261-80 g^ g.. g.' b" _ 7' 4 1/2" 3 3%a..- ----_ t MAX..QIE:S ----' SP F • A :e1-1es g^ g" g" 6 1/2" 5^ 3 */a" 3 3/4' - Sf,A GIVEN A.S.D. DESIGN LOAD - — - - - -- >tD6-1.20_ g" g" g" _ 5 1/2" » t/2" 3 3/»" _ _ �_____� SHALL �Q EXCEED MAX. ' - - "j C - SLAT SPAN INDICATED ON >121-1<0 g" 7 1/2" 6" 4 1/2" 4" 3 S/4" - ---- . --- -.. -- - -�- _._ SLAT PERFORMANCE CHART atal.-tEe 8" 6" 5" 4" y" _ ON SHEET 15. SLAT SPAN DEFINITION .TRAPPED MOUNT ASA SLAT SPAN RANGE Dinar PFJMSLPZ PATM0'-4't > 4'-5't > 5'-6'1 > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20' t BwNGE(pnt) - 70.0 6" 6" - F" E" 6` 6" 6" 5 1/2" >s1-a0 6" 6" 6" 6" 6" 6" 5 1/2" 4 1/2" >41-60 6" 6" 5" 6" 5 1/2" 4^ 4". >61-80 6.. 6" 6" 5" 6" 4" 4" '81-105. 6" 6" 6" 6 4 3/4" 3 3/4" 3 3/4" >106=120 1. 6 5" 4" 3 3/4" _ >121-140 5" 6" 5 3/4" 4" 3 3/4" .5 3/4- >141-160 /4">141-160 6' 6" 5" .5.3/4" .3 BUILD-OUT MOUNT uNawu SLAT SPAN RANGE DE9a1 0'-4'1 > 4'-5't > 5'-6't > 6'-7't > 7'-9't TM > 9'-12't > 12'-I6't > 16'-20't PRESSUM wwcE(vnr, (Ej (E2 CO (EI ;E2 �E3 iE� (E2 1,E) E2 �� 7Ej {E7/ �E� (E) (E2 (- �E) {E2 iE3 70n �^ 6" 6" f>" 6" 6' F•" 6" 6' 6" 6" 5" 6" 6' •6' 6" �• ,r" !/2" 5 t/2" 4 •1/2" >31-40 .. E.. 6" 6" R. 6• 6. c.. 6" P" J" �.. f.. � 6. '6.. 6.. 6.. 5.. 4;: ��. 3 3/4.. � 3/4.. 3 � 3�a^ >at-den 6" 6" 6" 6" E" r" B" - 6^ 6" 6" 6" -a" J 3/4` T 3j4" 3 3,».. 3 - - >6t--80 6" G" G" 6^ 6" 6" 6" E" 5 1/2' 6" 6" 5" 5" 5" 4" 33/4" 3 3/4" 3 3%4" 3 3%4' >81-t05 6" 6" 5" 6` 5 3l4' 4 1/2" 4 1/2" 3 3/4"3 3/4" 3 3/,"," 3 3/4" 3 3j 4" 3....%4 >106-120 6" 6" r^ 6^ 6- __5 1/2-153/4 5 3/4" 4 1/2' L 1/2" 4 1/2" 3 3/4' 3 3/4" 3 3/4" 3 3/4" - _- -. >12:-140 6" 6" 6" 5" 5" 4" 4 3/4� 4 3/4" 3 .3/4"4 1/2" 4 1/2" 3 3/4" :5 3/4" 3 3/4" >141-160. 6': 1 6" 1S" 4 1/2" 4 1/2'. 3 3/4' 4" 4" 4" 4" 13 3/4-' 3 3/4TI," \\\111111111111111/l/lll . FLORIDA BUILDING CODE (Nen 11;gh Vei-;ty Hum—e Z.,,) Q J.Q� Nautilus h\� ' I I 'c Q�\•' �v EN1��.` C a 1i31>14�ECG L.c 1 Y a L..1 t I I u�.J ::.an ��� r e.L ```�'`j Rolling Shutter System 1."W" No�A�s7=_;�= 1!L EC® la..� V<tE :..� Tg LIT TFSiu,G 8 EtlGINCr RING C-1.11, EXPERT SHUTTER SERVICES INC. -- * 1,?6 S n a LTw0ar rTREF 1`,-0? '�• P rew :+ni¢ tew -sc. 7e1 p'n oRawu,c N. .����•. ENGGCeny I x. r I -a-qc —_ N:..: \Tr �..0+;v+: •:�< sNry n Gr. aIIIIlllllllllll Nll\\\ . MAX.ANCHOR'S SPACING SCHEDULE VU FOR A GIVEN PRODUCT MOUNTING TYPE W/5/16"O TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT 'D' DESIGN SLAT SPAN RANGE PRESSURE . RATING 0'-4'1 > 4'-5't > 5'-6't > 6'-7'1 > 7'-9't > 9'-12',t > 12'-16't > 16'-20'1 RANGE(p.s.f.) _ 8" B" 8" 8„ 6" 1/2" _ _ ..- -4- >31740 g^ 6" 6" g., E„ 7„ 4 1/2.. _ >at fio 8" g" 8" B" 8" 4 1/2" >61-eo 8" g" 7 1/2" 7" - 5. 1J2s- -- -- - - - - _ t NOTE•.. >81-105 g --- g^ 7 tit- _ _ _ - SLAT MAX. SLAT SPAN FOR A 5" 4' 7 GIVEN A.S.D. DESIGN >1o6-1zo g" 7 t/2" 6" q" - - ---- SPAU PRESSURE RATING SHALL >121-149 e" _ 6" 5" - - - - �`— NEVER EXCEED MAX. SLAT .. _ _._. _ _ SPAN INDICATED ON SLAT >141-160 7" 5" 4' - - - PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET-15. TRAPPED MOUNT MAX. SLAT SPAN RANGE DESIGNIGN PRESSURE - - RATING 0•-4'1 > 4•-5't > 5•-6•t > 6'-7'1 > 7•-9't > 9'-12't '> 12'-16'T > 16'-20' 1 RANGE(P.n.f:) r: So.p 6" 6" 6" 6" 6' 6" 6" - >31-a0 6" 6" 6" 6" 6" 6" 4 1/2" - >41-60 6" f" 6" 6'' 6" 4.1/2" - _. >61-80 6.. - -- S. 6" 6" 5" 4 1/2`.- - '-- >81-105 6d 6" 4 1/2" 4-1/2" >106-120 6" 6. 5 112. 4" A 1 >121-140... 6" 5' 4 1/2" 3 3/a," - - - �141-160 6" 4" - - - - BUILD-OUT MOUNT DESIGN SLATISPAN RANGE - GN . PRESSURE 0'-4.1 > 4'-5'7 > 5'=6't > 6'-7't _ > 7'-9'1 > 9'-12't > 12'-16'.t > 16'-20'i RANGE(pCe.f.) Ej �E7 '([ (Ej `E2 `E3 (Ej L.2 �E3 (E� `E2 (E3 � �2 (E3 `Ej (E3 QE) (Ej E Ej (E) 3c.o 6.• 6. 6" 6" 6" 6" 6" 6„ 6" 6" 6" 6" 6" •6- 6- 6" G., 5.1/2•• 4^ a 112" - - - _ 6" 6" 6" 6' n" 6" - 6" 6" 6" 6" 6,. ' 6" 5" 6" 6' S 1/2" 5- � 4" 4'. ->a1-4o - - - - >41-60 6:, 6" 6" 6" 5" 6.. 5 1 -- - -- -_ � 5 1/2" 6.. 6" 6.. 6.. �.. 5 t/2" 4 1/2" ... - - - 3 3/4" - -- >61-80 6' 6" 6" 6" 6" 5 1j2' S Ij2" 5 1/2" 4 1/2. 5" 5•' 4" q" 4" - - - •- - 3 3j4" - >81-1a5 6" 6" 6" 5 1/2" 5 1/2" 5 1/2" a 1/2 3 3/4" 3 3/4" - >106--120 6" 6" 6" 5 1/2" 5 1/2 4 1/2 4 1/2" 4 1/2" 3 3/4' >1z1-1ao g" 6" 5 1/2' 4. 4" - 3 3/4" 3 3/4 - >141-i60 1 5- 1 5" 4" - - „11p111111Q1 iyi FLORIDA BUILDING CODE (Non.fOgh V•,-lly 11.,6 - Zone) �\,ENSe c 2U1•_ V0110NC GR WN a, Nautilus R.L. Rolling Shutter System S ENGI CORING CO—A.r EXPERT SHUTTER SERVICES INC. <t6F :cc,.._ ,.�yv.n lrr. Ic26 S.N. 3CfVCRL 51RLFI L-O •f C; ^;xoosa-�-�e>i -w� 15 071 A `V a-nic 1�le�nCaol cpm -RT ST 011,E.FL '4994 •,&tER n nLLlt J; 1'L rtiC•S1/oiTMCER`` RU'il.'':l.:.c I c +G�� SRFCI .� 01:(. SCHEDULE Ve: 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 BUILDWGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUMSLAT SPAN RANGE A.S.D.SD. DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20- RATING (PSr) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy :5 30.0- 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1.390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 0 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582_ >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2541 596 >81 - 105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 - >106- 120 313 240 728 300 881 360 1.3.15 420 1587 540 2112 640 - - >121-140 552 280 960 350 1003 42.0 1612 490 1869 630 2039 635 - - - 11141-160 78i 320 1i86 400 1322 480 1873 1 560 1 1740 1 640 - - - - *NOTE SLAT SPAN DEFINITION F$HAL!SE THE RFSPUiJSIBILIiY Of THE CONTRACTOR UR PERL4T HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SL=POR+V,AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHVTTEP HEIGHT AT BOTH JAMBS. SEE THIS SHEE T FOR Vx L Vy VALUE: Vy SIDE RAIL _f —T—T-- Vx l FLORIDA BUILDING CODE. (Non High Velocity Hurr,ca-L 'Lone) :�Q`.•',,\GEN Se '. Nautilus `Rf:Y Lc'r Rolling Shutter System yry IL E C® rN�.. L.,( #. ) .�(✓/Ot r:'�= NLIN ,(S,ING•h lNLN((RINC ca�Pa NY EXPERT LSHUTTER J SERVICES INC. SIA O r VOmi SI UXE.,L )J?9+ �'r�/9`n^•'•• FLOR\0 •'V��.` (e-o_Lr.n• (111) ns ux. .. c:n;r -..0 Lew.lhc j2e crrt Inc`% a.i(F ',O ,UIV I'1 l SHCCI , SLAT PERFORMANCE CHART Ib�. SC IC I:(ONLY VALID FOR 112"SLIP) SLAT PERFORMANCE CHART IIb I & IIC i s (ONLY VALID FOR 1/4"SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE.A.S.D.DESIGN LOAD(ps.Q $LAT SLiP 1/8"AND FOR A GNEN MAXIMUM R S.D DESIGN PRESSURE RATING IF s F,AND SHUTTER MOUNT CONDITION FOR FORA GtV£NMAXIM01AA S.D-D(ESIGN PRESSURE RAI ING(Ds l)AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE.FOR WOOD FRAtdES WACLS Wt 2"%4"STUDS INSTALLATIONS VV'O STORM BARS PER DETAIL 2 BELOW INSTALLATIONS W7o STORM BARS PER DETAIL 2 DELOW AS PER LIMITATIONS ON DETAIL 1 ME WIMN 7738�j CHART IIbI Use j CHART IICI � 'L° LIA)WE Asa CHART Ib I Spy CHART IC 1 w SLAT REWIRED LAK SEPJLRAM :SSE t XLW WLW ffDtEO(POS K Ivq FFSA w ASL.L00 .. - tJSE LWTS6N YALE SEIWEEN P=1 AID E[TATVE ASD.IDA y,�Uy idA)L SLAT SPAN gAN 1D EI.lSS'L(ER6tF7)To A.S.D. tmu x'(R) LUL'(Fr EVLf K OF sur m 5176"41)TAPCON XL ANCHOR USE�� A.S.D.UM POSITIVE USE � WOOD GRADE DES" MIN.SLAT t0A4 VALUE 5176"9 TAPCON XC ANCHOR MIN. SLAT LOAD VALUE Rmm WALL MMD-an .L>_r SPAN .. .: SPAN RATING MOM twu)0 w A sleD•M :D Z STORM BMS KW.SLAT SPAN 'LEON.• .. .REQUIRED MAX.SLAT SPAN "ISDN.' vrolD ZONES wITD ZONE RF.QttRED MEL SFPAPATiON W tiL.A4 MA%IAN REWIRED H?L SEPARATION TO CLASS (vst) sr.rata tffi r n ""* 1-3 4 'Lwvt• ((t) (It) LDSURED TO BACK OF SLAT(,n) Ate• •LMAX' (11) (It) UESURFD 70 BKX OF SLAT(in) uApu DESAGN SOUTHERN PINE¢2(G=0,55) 60. a 5 4 ' p WAIL- 6'JAD-(Wr WLD-oUT wu>_sraPcm w 0 STORM FW25 PRESSURE WAty stnuk-wt: MALL-an w3.TxMF� :wJo STORM BARS RAR uouln mokm w/ "r w/ •anP-(rn IUTWC tgtP+i uOtJf((w/ w/ ta!•T DOUGLAS FlP-_SOUTH(G=0,46) -60 s 4--5- o'-D- t' 5 1/2- "I 'xEsr g WIND zomm WIND. Is (PJr) ()2 _ a MNO ZONES WIND4ZONE PRUDE P6if-FIR-SttN{G=0.36 60 a a"5- (Su NIm!l I tsu NORD;b)Via NI=AS t 1-3 4 (SU Natt2 A)(EEL,mm A) {aEt N,m A) _ 30.0• 10•_0• "10'-D' 10' 0" E' 1` t' B li 2" 30.0;•- -b'-'' B'-3' S'-J" 7'-7"' B I/e' 10'-0` 35A^ 7'-9' 7'-9" 7'-9' '1'-S" i' A 1/g` 40.0•• 1U'-0' 10'-O" 10'-0" Y-6` I' a I/2- 40.0". 7'-7- 7:1- T-7" 7'-0-- 1'- 6 1/8,- 45.0"" t0'-0' t0'-0' t0' G- T '" 1'- --_ g thy- 4_5.0«• 7•..a" ?'-4' 7'-a- y--)` t• b ij6" Y17 10' IU O'. ] b' I• g-Ij2" 50.0= _ 7-3• /. 3-._ 7 3:'_ 6..5. .i. g 1/66 . 55.6"' 10.-0' i0.-0' t0.-0.. _._9" t. __. - _-&.tj2- 55.0'.+ 7.-3. 7' 3' 7-3. E.-a. - 8 1/x- -....._.__..._. .. _. ._. . �. .. _ _ .._ .- 60.0^� t0'<p•' 10'-0" ..10-0" 6'=9' t- 5 112 60.0 J" T-J" 6'-Z' I' 8 7/B- .. ._.... ... f SLAT PERFORMANCE CHART IIII: ONLY VALID FOR 118-SLIP) t ( SLAT PERFORMANCE CHART (LESS THAN 1B"SLIP) FORA GIVEN MAXIMI)M A S O DESIGNPRESSURE RATING OTs 0 AND SHUT TER MOUNT CONDITION FOR FOR A GIVE14 A S D DESIGN LOAD ID S 0,SHUTTER MOUNT CONDITION INCLUDING INSTALLATIONS WJO STORM D!RS PCR DETAIL 2 BELOW ANCHOR TYPE ANO FOR INSTALLATIONS WO STORM BARS PER DETAIL 2 BELOW L� CHART IIIb I USB'F/ CHART IIIC I SLAT SPAN DEFINITION IIlby 5176"0 TAPCON XL ANCHOR :.4)/i ru x USE 1(A)0A1)I VAUE C(104ET1 F`06OkE ND,I✓EGA7wE ASL.Ib10 . .. USE NAIGNiIM POSITIVE A.S.D. ',ult WhT f . USE NA?GMUit VALUE BEEV(EFJd�POSrPNE USE tUtGWM 'o AND NEGATIVE AS.D.LOAD ASA.LW VALUE .s 5176"07APGON Xl ANGHOR MIN. SLAT LOAD VALUE SPAN MAX SLAT MN.SLAT "sJr eai s(rvivrai -�-W 'MAX. SLAT SPAN •LMIN.• SPAN SPAN TO Q=MIASU10D 10 x-r _ REQUIRED YII.SEPARATION TO CLASS BAG%ar SLAT;.,) MAXa1 -L.MAX• (FT) (It) i(CWRE31 M EYCK OF SLAT(in) DESIGN � '• (�) (Fr) w+ll_ -OtAD 'AatL D-OUT (IN?••i rIJDJ;?UDI - � ,XSSM Pg TLALL tnlab-out BuuD-our Wr++•sow w/0 STo(tM BARS L� a wub-aR er otnlo-iwr w/0 STORM EWiS YR E;r.I 9JY_.L":rirdl RATING YOIPII YtXR(F w/ 11T W/ •6Rno-'M (Pst) H r Ef/ -DIMr t1/ (PAA) (F� 'f)_ TwNo ZONES wTND ZONE }y a Q,_r A'_q a T3 D Z WIND 2DNE isa W)mA) (sJs w66A) (su w A) A t-3 4 s¢kola a SIX wra e t-3 a DETAIL 1 (ELEVATION) 304 7'.6" Y 6" t'-B' K-r" I" I t/5- 30.0 5' b' T-?" ]. 7" ./._,, 6'-<" I- e I/b` 35.0"� 6'-J" _. ---- 40.0„ 6--g- -v- c'-s- E._,.• I• B 7!e- 4aQ«_ 6'-� e y4ZF�i 45.0�.: - - --6:_y - f._y" -I I'_ I- a i)e, 45.0. `.i0' o*-rI SG ' • SQA•• b' ? ti " �.^' f 1j=. 504�' 1. A$U'h I�711:t;A7[LT \7::-, SL41 SFANE lit., -4',- USED F';. 100(, A': 55.0^� G'-3" G'-3" _ 6,-J` ,-, 1. a 1,'t3 55.0• 5'_i•- !•IXTIOR SP-CHID SC1+E0:JLE5 I:,N 5.1- IT L•JILT.,(E :E+A. a sl A--I;6 60.0•" e'-,. E' '- 6'-" -�..-- s IjB" 60.0"• s c- IS V.(A!LlPLE FGF THE rORR;:SI°OtaD1^iG ';.:.( ;Pk`: AIJ) A S G DESIGT: LOA3. Y77 MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE; t W(:(.I: FRA,:r W'A(.1 10 ATE 2:(ILT 3TRICTLY 17 ACf,)R}tNl:i MPI SI'E.t:S '';IVr;J ON DETAIL AND PR9 &,:)NS FROM UtHAF^IFR 2'' OF --- 4 VN2D FOR WAA5-4IR,-=AH(G-0.46) Ti*[ FLORIDA 0,31 CIN(: COD-. I)!IWI%4W/- 4_ENC*t{ 0V St+p.LL Al FIThER SOLIDON PINE M2(G=0.55) SIDE Of GUFNINIC: 1HAt1 B: 94ZLIC£ETN£-nR-57TH(G-0,36) VAUD FOR 00.OLAS-FlR-SOLRH(Gs0.46) .SQAEEAt PINE#2(G-,D-'L) VAUD FCR S7U(fRN FIFE#2(G-0.55) 3 > SLAT SPAN DEFINITION \01 & ThJh FLORIDA BUILDING CODE (Non il(gn Velocity Hurrican. Zone) lopwu,will;a _ unx t><'Errr«;wrc1„ - Qom,.• EN '•,'/9'� :came rtx(cINCo ° N(�U I I U S �,.R.I. INSTALLATION INTO WOOD FRAME STRUCTURES :`� \G S�c�•.+ /J��'' _ E�.., EJMC. Rolling.Shutter System No 44 &T _ f U�IE iI. =;'l .--;* -'CL,i :CSTiNC h CNGIxECRINL COJ+PwNv EXPERT SHUTTER SERVICES INC. I � !-1 wsf.. ,, tm�•. s.n aarN I41E so e,t IAioRL'sirai r'L)t�.JP'A1LI ..�/ F �' IIf.iO /..:(ai7e r,.,,a• PDfli SI. LUiiE.ft 3A'i�a ) Ytl . . ` '•r2i 2',G NCCA)S'JXS -a STATE 0 ."�, '-..w .aeccsam mom. r•.c ti teas)r r-lass,ru.(n1)n:,- okAmxG No (i^ Faf.••CIN+',PEY Y+7)T r'"•'9� Figp 1�P..'av"� wn:ICP I'LL" 71 DETAIL 2(ELEVATION) IF.'ta). rY`g`` :Ourc.u< t,a.r,• SxEEi ao or: ...._.. V�JNHtJNitN\4lN\\ MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE, WOOD GRADE,A.S.D., DESIGN LOAD(psf)AND SLAT SPAN RANGE WALL MOUNT&BUILD-OUT MOUNT TO 2"A"WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) SLAT SPAN RANGE SLAT SPM RANGE AS.Q.Dcsc WOOD GRADE 'p'K'sw'w - . WOOD GRADE to V >4'toS* >5totir%5to7' >71 9'%Yt.ID" 0'-0'to A'-5' SOUTHERN PINE #2 .0 SOUTHERN PINE #2 4G 6 • G" 4 3/4 - 4 1 (G=055) 56 (G-0.55) 50 tl/4" 3 3/4' DOUGLAS-FIR-SOUTH 5 300 6- DOUG 0�0 6" 5'* C' 6" 6"� LAS FIR--SOUTH SOUTH �::: /' 4c 6" (G---0,46 pr 4 ) - . 40 13" SPRUCE PINE-PIP,-SOUTH PINE -S0IJTH Y)n 6" (G=O.36) 0 BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) YUY SLAT SPAN RANGE ks�,DCS WOOD GRADE PRCSSIJRE a-v >4!-6 >5--v >V-7' > > ,6 m1 pm_C 30 0 61. 6G" 13" #2 40 6" '1" o 9-111THFRN PINE 6" t-1- 5 (G=055)- 1/4 1/4" 4 4" 4" 4" 3 60 c, DOUGLAS--FIR-SOUpi 13" b* 6 4 1/2 S"PLJCE Pill-IL-FIR-SOUTH ,nnC, 6 c" it NOTE. MAX. SPAN 'OR SLAP FOR A i-LORIDA 6,J;L.C1r:S COY- (Non Ifigh Ve.10c;ty H,-,one Z—) GIVEN A.5.1), DESIGN LOAD SHALL NEVER EXCEED MAX. E N Sj NcLjt*i I u8 FRA ,I-AT SPAN INDICATED ON Rolling Shutter System SLAT PERFORMANCE CHARTS IL ECOINc ON 20 SHEET. T,Llll TrSTOIG ENG..rcn, ,z,,;;Y' EXPERT SHUTTER SERVICES INC. ('77)V_", PNAriwG tic MILL r"'!,'Jr P# TABLE 1 MAX ALLOWABLE STORM BAR SPAN (ft)FOR A GIVEN A.S.D. DESIGN LOAD,(p.s.f.) &A GIVEN STORM-BAR SPACING(ft)" " "asoM STORM BAR SPACING (FT) DESIGN PRESSURE RATING 2` 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 1 1'-0" 1 1 1'=C" 1 t'-0" 11'-0" 11'-0" 11'-0" THIS REGION IS ONLY VALID FOR INSTALLATIONS -- _------ - .. 35.0 11'-0" 11, o" 1i`-0" i1'-0" 17'-Q" 11•_0•• 11•._0 1I'-0" 11'-0' 11STORM WJ 2 OR MORE S BARS PER SHUTTER'-C" I ._ - 40.0 11,-0" 11'-O" t 1'-0" 11'-Q" 11'-0" 11'-0" 11'-0" 11'-0" 11'--0" W-0,, 45.0 ll'-o" 11'-0" 1 i'-Q" 1 1'-0" 11'-0' r *THIS REGION IS ONLY VALID FOR INSIALLATIONS 50.0 11'-0" 11-0" 11 0" 11'-U' 11'-0" 11'-U' 11'-0" 110 11 0" 11'-0" W/ 2 OR MORE STORM BARS PER SHUTTER. 55.0 W-0- 1 t'-0' ?1'-0" 1 1'-0" 1'-0' 1 1__d' 11'-0' l t'-0' 11'-0' 11'-0" 60.0 W-0- 11'-0" 11'-0'` 11' 0" 11'-0"- i i'-0" 11'-0» 65.0 11'-0" 11'-0" 11'-0" W-0" 11'-C" {1'-0" 1 1'-0" W-0" 11'-0" 70.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-Q" 11'-0" 11'-0" 11'-0" " 11'-0" • - 75.0 ll'-O" 11,-0', t 1'-0" t t`-C" 1 V-0" 1 t'-0" 1 1'-0" 11'-0" 80.0 1 1,-0" 11'-0" 1 1' C" t 1'-0" 11'-0" 11'-0" 11'-0" 10'-10" ` - - 85.0 11'-0" i V-0,, W-0" W-0', ll'-O" 1 1'-0" 11'--0" my - - 90.0 11--0" 11'-0" 11`-0" 11'-O" 95.0 1 1'-0"- - i 1'-0" W-0" 11'-0" 1 t'-0" 11,-o' - - 100.0 11'-0'. 11'-C" 11'-0" 11'-0" 105.0 11,-0,, 110.0 11'-0.' 11'-0" 11 _0" 115.0 11'--0" 11'-0" tt' ..0.0 - 121 1'--0" i t'-0" 11'-Cl" 125.0 11'-0" 11'-0" 11'-0" 1(,,' i0" - - - -- - 130.0 11'-0" 11'" 0" 11'--0 135.0 11'-0" 11'-C)" 1 - 140.0 11'-U V-0" 145.0 11'--0" 150.0 11'-0" 11'-0" 155.0 1 1' 0.. t 1,-0', 160.0 . .. 1.1,-0.. - - -- _ - - ** MEASURED IN BETWEEN CENILR LINES OF STORM BARS IN t\t1tt111It14tttgtt FLOkIpA BUILDING CODE (Nan Hugh Velocity Hu.ricenc 2or;e) FEET OR FROM TIP OF SIDE RAIL TO CENIER OF STORM BAR. .+ `F ,..'..•...,. /94 s nitECG iN a u I u S w RLo `•�`` �EN_$F �J Rolling Shutter System C./Ici+'. Jt nun USnNO a ENGINEERINGCom"ANY EXPERT SHUTTER SERVICES INC. --- ' /: C ts:: }sn.s neo..�,:..c.n<•s<� x}�rt �C,e SW OU-JORE S rr I_,-c?I •fE'. / :y-= .+�s1ni-nso <. (senn-^t' poP:St LVCC.ft )as&'a S1ASE F L(J t-m•.ti}!C Baa[.:T F..WC (e?i i•D-DC.0.fAf (Tt}}Rt+-Jie GA3w NG N �/•^3 C(/�: Eli=OJGo)19. Nxtmw w.r +s�Y4R Ga f.cLLlt R<.E:f• n[Er ]:Or It f _._, '-'"- y , JtlltitJtfttltti1t11A11\\ TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S-S(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p s.f,) &STORM BAR SPACING (ft) SECTION S1-S1 (SPIFFY 9)'FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.),&STORM BAR SPACING (ft) WXLW STORM BAR SPACING"e"(ET) STORM BAR SPACING"a"(FT) Ix M ei nags ROva 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' wsow 2' 2;667' 3' 3.5' 4' 4:5' S' S.5' 6' 6.667 fin 10.0 - _ _", ._,_A,B.QD A,fB,C.D A.B,C,D A,&C.0 A. &Dkk C.D_. ".C,D A,B,C.0 30_6 A,@.0.D A,B,C_,D A.B.0.1) .A,B,C,D A,B,C,D A,@.C,D A.6.GD _AB,C ... A=6,C At3,C 35.0 A,B,C,D A.B.C: Ae,C D-. A,B,C,1) A,B_C;[7 hD:C,D AB,C.D A.B,.C_D A,@1C,D A,B,C,D 55.0 A_D,C,D AB.C,D A_B,C,D_ A`a,C�D_ A.9,C.0 F,D,C A.B,C A,B,C 0.B ._ ? _ A,B,cA A,@,C,D A,9,G.Q A,B,CD Aa.C.D.___ROCU-_ A,B.C,D A,B.CA ArBC,U 40A_ „RB.GD A,B,CuD MB,C.D A.B.C_U_ A,B,C A,D.0 __hD,CA .A - R _ A.B.(,D_ A;@.C,D A,B,C,D A B_C,D A.B.C,D A,B•C,D__ AB.0 ,.4510 AAC,D _AB,CCU_ A_B.C,D__ A.B.0 A,B,C AB.0 A -A 50.0 _ D. A8,C D A_B,C,D__A@,C.D__ _.!L�:C:D_ n,B.C.D h,B.C,D A.@._C 50-0 A.B.C,D A,B,C,D AB.0 D _A;B,C A.@.0 __.A A 55.0 A,©.C,D A_B.0 P _ A.B,(,b_ A,B,C.D A,P.0 D. A.B,C,U A_B,C,D A_B•C;D_ A,@,C _ A@.C_. 55.0 A,B,C D A,B.C,D A.@,C A.B.0 A. A_ t -_ 60,0 n,$,C.D .A,B;C D Aa,C,D ABC U A,B,C^D A.@.C.D A.B,C.D A.B.0 A_B.0 A,B.0 60.0 A,@.C,U A.B.0 �A.$.0 A.B F A A A-_.__ A A 65.0 A,B,C,D AB,C,D A.B,C.D A.B,C,D A,B.E D_ h @ C,b _..A,©,C_ A.B,C _ h,@,C A,B 650 A.D.C,D A;B,C A_E,,C _ _A _ A A A A A ,A 70,0 A,B,C.D AB,C.b A,B4O,D .,A.B,CA k:B•C,D AB.0 A,B,C .B.0 _ A:B A _„ 70.0 A.9,C_D_ A.D.0 A.@ A A A _ A A ,A __ _ 75.0 _A,B,C,D A.B,C,D A.B,C D A B,C D A. D _,.AD,C A,B,C A.@ A A 750 A.B,C,D A.B,C A, A A A A A _ _ 80.0 A:&C.D A_B.C,D AB.C.D A,B,C,D A.B.0 A_@,C hD.0 A___ A_ A 60.0 A.@.0 A,@ A � A A A A.. ... ".'85.0 AIB.Cl A.B.C,D A,B,C.D AB,CA _ ARC A,B,C A,B A A - A. 85_0 ABC_. A .. A A _-- A .A __ A_._ , 90.0 A8,C,U AB,C,U A,B.C.0 A.B.0 A,B.0 A,@,C _ _A _ _A_. _ !, A 90.0 A.B,C A 85.0 h,B.C,U A,B.C,p 'A.B_C.D F,B,C A,@,C A.B A A _A _ t 95.0 A.B.0 A A A _ A A 104.0_ A;B.0 A.B.0 A h _ A A :, 100.0 h.B.0 h A A t. - - - 10,5 A,B,C.D A,B,C,D A,B_C h_@,C A.B A ., - h, A -_.___A_ P 105.0 A,B A_ A A A - - - - - ... - ._-A.. - .9-9 _., .. _110.0 A;R.CO, AB,C,D h,BC A,B.0 A A A A A A._ 11_0.0_ A A A A 115.0 .A;B,C,D AB.C,p AB,C AR,C ..A A .. A A A A 115.0 A h A .. _A. - ____ - - A,@ A A A A .. __A - _A__ 120.4 A A A A _ _. 120.0 _A,@,C.D :.,B,C _ A.BF .__. ._ ,. 125.0 A.B.C,D AB,C AB,C A A A A A A A 12550 _ A .. A _ _ _ _ _ 7 - - i34,0 A,B,C,D A,@.0 A,B,C A t. A A A - A A 130.0 A .A A - r. - _,w 135.0 A,B,GD A,B,C A,B,C A A A A A A - _ 135.0 A A ,. _, _ _A.B A _A A A _A A _ __ 140.0 Ae,C,D _ A�B.0 - " _ - 140.4 A A _- 145.0 AB,C,D A,B.0 AB A A A A A A 145.0 A A A - 1S0.0 A,B.C,O kp..0 A A A A a ., - - 150.0 A A _ 155.0 l.,B,C A,B _ A A A __ n h A - 155.0 A A - 160.0 ABC AB A --A. - 1 -,.A A - 160.0 A A - ANCHORS TYPE LEGEND A 3/E"c CAt80114 STEEL KWIK BOLT TZ ExPANSION ANCHOR W/ 2 1/7" Mm EttEEDMENT*& 5' D.i+, THICK POURfD CONCRETE (I', _ 3000 os;) B 3/8"ox! 1/4• POWERS CALK.-IN ANCHORS W/ 1 1/4« Mi, EMBEG`dENT*TO POURED CCNCKif: (f•c - 3OUD osl) & 3/8"e-15 ,VACN}NE: SCRF',VS C i/4'ss..'.f<'ALL PouJS SO,I-ID-SE-T ANCHORS 15'! 7/6" Min. EMEEOAIENT*TO POURED CONCRETE (f'c = 3000 psi) 8 ,`„� A liNiljlllli /4"L-20, 1E-8 STAINLESS STEEL MACHINE FL.CR,DA EUILVING CODE: (Non_Hiigh Velocity I1urrkane Zone) SCR'}YS Q7 •" "••. " t 2Ci5 naFCO me GRAM1H 6- � ENS`*:'��- Nautilus cR.t. D -116-o ITN/BEILDES TAPCON ANCHORS 'elf 2 1/4" 16n EMBEDI.IENT*TO POUREDZ�f. = Roping Shutter System <7iG;r. CONCRETE (re = 2699 psi) - -_. --: = EXPERT SHUTTER SERVICES INC. • n"n T(S-4C h CNGMCLRYHG.COVPAHY ✓...�/�_ #S .ees,.. se•• s,..s,.sus,•roc.+'r rM+smrls.•+an.. 6:6$W 6n TMORC STPC CT 1(-0,71 S,3. �';-�$7ATE7 QF _ r;.,,.s a .. 1.,se .ss' coil s1 WC F.cL 34S8- * EMBEDMENT IS BEYOND ANY FLOOR j WILING FINISH •4 "+01 '.iCcoda""�" u•.u,.c +•uxse.ru U,.1 sr+•o.aa pRtnlnC a --O,r ,np ,•14:�` Er+-GGn5T,a tp� _lt_Yw.-� v.tllii l:In � Pt. >rjAl�i1`/ tSsGyAi' L.lY 1,;,u;;ss it I a:1e* s«I:o �,or,c SCHEDULE 1a SCHEDULE 2a FLOOR TO CEILING.(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN ft FOR END AND INTERIOR.MULLIONS FOR A GIVEN MAX SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. ASD DESIGN PRESSURE RATING(p.s.f.).& A MAX.MULLION DESIGN PRESSURE RATING(P.S.F.) & A MAX.MULLION SPACING(FT)" SPACING(ft)" MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(FT) Mo. " QEM� tJd"x6"xitd"MULLION A"x8"zi16'NULLION 4'zNxt:4'THICK A. MAXIMUM 4"x6'x114"MULLION 4x8XlI4MULLION xx7 ; HIKJ ) DESIGN LIO N DESIGN MULLION PRESSURE MULLION FLANGE)MUL VESSURE SPACING RamPALING . ... . RATING (ft)': ORIENTATION 1 ( 8 '(' br" OHIENTAl10t7' (' of •t ORIENTAT10N 0( )t ORIENIAIION-01 �,t ORIENTATION 2 0) ORIENTATION 1 (oX ORIENTATION L+2.(Q) (P• ) (R)" ORIENTATION)71 t ORIENTATION 2(Q) ORIENTAIION 01 �) Y2(0) ORIEtITAT10N 2 END INTERIOR' END INTERIOR END". INTERIOR END INTERIOR - .END END INTERIOR END INTERIOR END ,NiFRIOR END I INTERIOR I END I INTERIOR END INtERIOR 7'-10` 9'-8" 7'_3" 12--0' 9'-4" t0'-7 8'-0' 12'-6" 9-8' 1'-fi' tY_6' 3D.0 20'-0' T'-10T 9'-8' '/'-J' 12'-0: 9'-4: 10'-7' B'-O" 12'-6'' 7'-6' 12'-6' _33,0 70-0• T-4' 9 3" _6 9 ..-1t'�` t0'-0' 7__7._ I2'-6 B'-I1` 6 I1_ 12•,-G'- -SS_0 20'-0' T-a' 9'-J' 6 9' 71 8`-8' t0'�O' 7`-T ft7-6' 6'-1} 12-6' 12'-6' 8'-,Y 6-6 12*-6' 400 2C' 0 6;_10 8270» _6 c' 10-it• e'-i' 9'-7" _. - 45,0. 20'-0` 6.-b* B'-6" -6-6'_ .f0'-6_ _ 7�-8` 9'-3 6-11" 12-6` 7'-11' 6'-:2" 12'-.6 20'-0" 6-E' 8_'6' 6'-6 10'-E' 7'-8'... 9_'3' T-a' 8'-ii' 6•-J' 12_-6' T-a: 5-it' 12'_6'_ .,50.0 _20'-0" 6'-2" 8-?�„ 6=0' 10_ 2� 7-i" B_-tt' S'-S• 12'-6 S'-•71' t2'-6'__ 53.0 20'-0' S-t i" 7--11' 5'-9' 9.-O` 6.-b' B,-7" 6'-3' 12'-a' 6'-B' 5'-T t2'-6' 57.0. ..20-0. 5'-n T-�7' 5=9" 7.-01_ 8'-T' _ 4•-t0^ 12.-4 .�•-7. 12.-6. -60.0 t9'-5' -9' T.-9• 5•_6• 8• G' 6.-a__ w-66•-2, i2_0•. 6•_i 5_-fi- t2'-6, 6CL0_ _195` S'-9' 7'-4' 5'-6' 9 8' -6 }2-6'_ ._ _ �. 1.-f O' ¢'-a _.. 5' 6 12'-b' 83.0 18'_-" 5'-9 7'-9' 5'-4: 9-T, 61-10, S.-5- 4'.78' 11'-9- 5'-6 12_6' 70D 17'-4` 5'_9_ a 5'-_ 8_-2' 6'-3'. .8-2'. 6-?'.._ 1}'-9' .. _¢_-3' ..._.._.S_-6 721-fi` 70.0 tT-a' S,4• T`e' 5-a• 8 6" 6'-7O" i-4; -a'_e" tt'-9" 5_6 12'_6•.. 4--8' 11'-7' S'-9' ''-Y :+-a' 8'-0' 6--3' 9'-0` G_2" 17'-7' - 6'-3' - 5-6 12'„5' 75.0 _16'-G' _ 5'-9' 7'-7' _-- _ _ 6'-3' T70. -.6'-2", }1'-6' 6'-3' 5`_6 _ 12'-4'. -.80.0 15'-9_:. g�-g� Y-7• 5'-a' 9'-a' b'-t0" 85.0 55'-0" $'-9• )'-7` 5_4', T 4' 6'-3" T-9` 6'-2' ii' 85.0 + 90.0 14-2' S'-10` 7'-7" S'-5" 7'-9" 6'-4' 7'-9' 6'-J' 11'-5'._., __., 6,-4_. $-T _l2:`S .. 904 t4'-2', 5'-10'- TAT' 5_5 4-3• G_}}- B•_,3• a 10 1_5` 5'd 12'-3 -"- - 7 9` 6'-9' 7'-9' 6'-4' i i'-5' G'-5' S'-8 12'-3 83.8 13'-5" i 70' 7' 4 11' i t'-5' }-8 12'-3 95.0 i3'-5' r-10" 7•-7- 5-E" -._ - - - _ .. 5 4 100.0 12'-g" 5'-Ii" 7--7" 5'-J' 7 7 6'-6" 7-9' 6'-a' 11'-5' 6-6' 5'-9 12-3 100.0 -12'-9" `-11 J'-7', 5'-7' `-J' ,,OV 8:-2' S-0" 11"-$" 5`-9 12'73 . _. __. - .. - ... 0_-5' it'-5' 6'-T _9 12'-3 105.0 i2_2' 6',0' 7`7_ 5'-7' 9'-3' T-}' 8'_2' S'-1' XY-5'. _ 5'-4 72'-3 ..� 110.0 5'-0" 7'-7' S'-B` 7'-9' '6'-8' 7'-9' 6'-6' .7'-5' 6`-8" 12'-3 1100 it'-7 G:-O 7'-7' S'-8" 9'-3' 66^9 T-4: 6-T iT'_5" b'-9' 5'-n" 17-3 _ _1t50 _ S'-it 72'-3_ S g' T-9' 6'-ID" T-9' 6-7' 11'-5" 6'-10` 6'-0' 12'-3 1200 10'-e' 6'-1' 7'-6" 5'-9` 8'-3' T J' 8-T S-5' tI'-S' 6'_0 12'-3 _._. .. ...._.- __ -.. ._..._ _ _ "-' iZ4.0 f0'-2" G-2" 7'-7' S'-}0" ?'-7b' 7'-D" T'-t0" 6'-9` it-5' 7'-0' S'-1' 12'-3 1250 10'-2 6'-2' ?''7' S'-t0' 9'-3' T'-a' B'-3' 6-9' 1i'-5= 6'-t' ...__ .__._ _. _. v. .. t3_D.0 9'-10' 6'-3` 7'-7` 5'-f0' 7'-9" rv7�U^_ 7'-9' 6'-9' 11 5' 7'-O' 6'-1` 12'-3 130.0 g'-10" 6'-J' 7-7• 9'-70" 9'-3" 7'-4' a-2_- 6 9' 11:-5' 6'-1" 12'-3 --1c .._. _ -._�_ - 535.06'-4" 7'-J` S'-11` 7 10 7'-2` '7'-,0' 6'2-10` 11'-5' 7'-2' 6,2' 12-3 414.0 9' S 6`-4' 7_v 8-3' fi-t0' 11'-5' 6' 17_J 1404 g•-i' G'-a' '1'-7" 6'-0' 7'_10" 7:-3' 7'-i0' 6'-il' it'-5' -T-3" 6'-3" 11.'-3 1404 g'-t' b'._�- - 7'-7'..,. 6�-0- -g'-3'. -6' R'-3' 6'-it- ii'.5: 6'-J" t2'-J 14$.0 8'-10" 6'-5' 7.-6 6'-0" 7'-g` .7'-4' T-9' 6'-t•" 11'-� 7`-4' 6`-J' t2'_7 143.0 9'-10" G'-5 7'-6' G'-0' 4'-J' 7'-6' B'-2' _ 6'2-1-1" It'-5 6'-3' 72'-3 .. _ __ ... -. -- ._ T 1504 e'-6' 6'-6" 7'_T 6_1" 7''9" 7'-5: 7'-9` 7--0` it'-5' 1'-5' 61-4 72*3 160.0 8'-6• b'-5' 7'-7' 6'-1- 9'-3' T'-T _8'-2' 7'-0' t1'-5' 6'-i' 12•..3 1550 •R.-3' 6'-E" 7.-7' G_2• Y_g` )'_6• 7'_q• 7'_i• -i1'-r 7'•6`_ _.. G-5' tY-3 155.0 S'-3 6'-6' 7' 7' 6'-2_ 9_3• 7'-8- _ 12-3 6'-1'_. 7'-G".. fi'-7' 7'-.g' T'-7' 7'-9' 7'-2` i1'-5 7'_T'. G.-6' tp'.-3 160.0 8•_0 6.-7_ 7•_6' .6'-2' .. 9'-3` 7'-9' 8.-2-.. 1-Y i:'-$' 6'-6 tZ'-1 MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX ALLOWABLE SLAT SPAN FOR THAT A-5.0 DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED t MULLION ORIENTATION.ISAS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT - END MULLION I INTERIOR I MULLION t A�tVtumull4t"f,"''' I _ -=I `\P�4`��F•F1 ' T,1�� Ft ORIDA BUILDING CODE (Non High Velocity Flu"ico- Zone) C 20i3 'JfCO Il- N a u t i I u s ^RAnn a, •;•- F.R.L. _Q¢) Rotting Shutter System 0+;1011', MULLION SPACING:"S" * -_ 2 pL E C.C$ 1pG. O.TE ILLI, Its"NG 8 E 011NEERiNG GOWAIFY EXPERT SHUTTER-SERVICES INC. ••. •'•S,�AI[ �.'/l`. Ri>x si •u s.-W s.1-11 1620 5•s BILWORE Si HEEL 1J-077 Z/�'•, j(' Q` ,..,.v.'f..a�lnei_ I o. 7`ale•- ,'`ORT 57 1UCtF.Ft 34484 tORiDI` Q� moL c:cOflcl 0 40>7 l44-i:S6..N.7)1:1 Ut 4?G ORAMittG Nn �"C�(��•. EFi-60,1,719 "/st3 W4 iCR n'f�LL It Jt Pr. SvSEi>s or'to 0", fft.` C iX3`j •.i[)ASI rI 1 SCHEDULE16 SCHEDULE2b FLOOR TO CEILING(TRAPPED)MOUNTING MAX-SPAN th)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.O.DESIGN PRESSURE RATING(p S OL A 12'-0"MAX.MULLION SPACING 00' DESIGN PRESSURE RATING(P S.F)�&A 12••0"MAX MULLION SPACING(FTI' MAXIMUM MULLION SPAN(FT) :. - MAXIMUM-MULLION SPAN MAIL MA)L A.SD, 4-x6'x1/4'MULLION 4'x8"x114"MULLION 4"x 7*x 114'THICK(31'FLANGE)MULLION DSM MMUM 4"x6"XI144 MULLION 4'X8"xI/4"MULLION nG2 4'.7-.1/4'THICK "D. WAXIMUNI ULILUON DES" VULLION PRESSURE J*F(ANGE)MULLION PRESSUM SPACING RATING SPACING RATING (ft) ORIENTATION 01 �#t]EKW:­A­T,:0�Nj2 ORIENTATION#I ozl�t MINIATI #2 ORIENTATION#1 #:*tl ORIENTATION 02(0)t ORIENTATION jll.#-)tl ORIENTATION 12(0)t ORIENTATION 02(B)t ORIENTATION IT t=�t OR L', END INTERIOR INTERIOR=�IN.�R� END INTERIOR END .1 INTERIOR NrtR,, .. L D INTERIOR END I INTE END I INTERIOR END INTERIOR END INTERIOR 1 V-D7 _12'-0* 9,-g", )1,-6^ 9*-0, 12*-67 12'-6' ?V:77 11-6- g'-9- 12'-6' 12'-G' -_17'_0',,,, 10'-7' 12-6 30.0 - ­ -,-.w --i---- -,-6_ -- _3i._0 -1 _ti 7W-0, 12*-6- 36.0 12'-0' 10'-7� 4 • _OL 4' IV 40A 10,-5 8'-9' 2L II'-8 1_1'-4' 9,4, .12'-C' 9.-7- 12'-6" 4" 12,-D*- 9*-3* 10,-ti, IO,__II* 9,_t, -0. 1;,76' 490- 12'-0! T2'-5, 14'_1i' I I 7�_ 'fT6w 2-6- 10'-7* wo 9�_5 IV-8 ic: ?:::a 55.0 12'-0'_ 7'-10' a*-0- -2• 1­1� 9'-5` 9,-11, E1,72 12,:.6* 60.0 W-o", 7'-�' -4' a'-3- 12'-6' 7'79* 12'-6' 7�C' -4� 172* 1' 11' 650 12 7'-2- 1 l'-w 9'-1* 8.-0; -12;--6; T-5, 1 9,-a, '-0-' _7* 4". 7'-2: 1 - i'_10- ii-v 8'-i i` T-i. 1,2- 9�-S* _10-0. _!2 5*-9' 9�_S, 70.0 12'-()' T79' a'-I 1' 10 7'-!O_ 1276• ?:n?* IK,-C 6.-S. 8,-6, 6,-8, lo'-6, 6'-5 9'-3- V-6- 12'-6' 6,-1 a. 15i-ili- f.:, 64.0 t2•_0• 9-0 2 12-6- _0 --w 1�_w ,.-,o- 71-2, 10*-3, $'-2' 6�_S. *� �,,�9�* 80.0 55.0., 2 7---Tr -To- :2 8'-G' 8'-8, V-4, _.o -a:. 7--0 12-_5 a • 0. 12'-1 6,-2, 7'-10' `u'-it'' 7- IT 7'- 12 C-7, 12,-6, !V --Y-4;- 5'-g"__ 9*-7- 7 -0. i�4 _70_ 12 -0" 6'-2' -8, too W-C" 12, 12'-(,* 5'-fl! 7*-7* 8*_8, 9'-4- 7'-1' W-37 V-3 1 5'-IW 12'-4' 10510 __ 6*-8' 7' -a, 12'-0' 6� 6. SCHEDULE 2b' {LIMITED LOAD MULLION SPACING&SPAN INSTALLATION) SCHEDULE TV fLIMITEOLOAD MULLION SPACING SPAN INSTAL ON) WALL MOUNTED MAX,SPAN M)FOR END&INTERIOR MULLIONS FORA GIVEN FLOOR TO CEILING(TRAPPFD)MOUNTED MAX SPAN(ft)FOR END&INTERIOR MULLIONS FORA A s b DESIGN PRESSURE RATING(p s 0,AND FOR 12'-G*(CASE 11&V-0"(CASE 11)MAX, GIVEN ASD DESIGN PRESSURE ITT 5 1)AND FOR 12••0"(CASE 1)&8*-W(OASES la&11)MAX MULLION MULLION SPACING(M' SPACINgiftl MAXIMUM MULLION SPAN (0) MAXIMUM MULLION SPAN In) MAX 4*x6*x114`THICK 01 4-NJ!'LL11104 THICK 2'x7'xI/4'THJCK HICK 2'x7" I/4'TWCK A.S.0, A=� "Xna T v6vltRilKDES" W.W. & MULLION 4 FLANGE)MULLION UAX OG 4'x6*x1/4'THICK4'18'x1/4' lw�,XGUV"Um U UUUJON MULLION L RANGE)MULLION CA= PRESSURE SpACpa um •1,1U1 IIII '1 11 16VILATMN DESIGN ULnijoN RATING (W)TtID4 WU70IMN J�)RIENTAIM 11 Mr'rAT*q 1: Ift) vor,".44 V j; t=� "Nol"T M at CASES IRESSURE "no 1; Trs#I I #I o,:RT,,T*4 12 END (P-0 (it) t 6) (-P i=lt t ro-1- �=i t (0)t END INTERIOR END INTERIOR INTERIOR END INTERIOR rl,D IN!= E140 INTERIOR INTERIOR END INTERIOR ,_ 1.1ULLIDN [2 30.0 12*-S' 12'-c 0 7_O: 12'-6' 12'ZO 3510 • • tv-0- 12'-E' it'-c• 1:-4- 12'-6- 4ap )2--o- D CASE r 45.0 12,_0' I-0, 45.0 W-0. CASE I Iv 504 12'-G" t7�-G' kv t!-0" 12*-0' 1O'-4_ 12'-6 &j7 'jj;' .0 -0, W-8, 3' 12'-6' • MU,LION 12-0, :2-4- ii--o, 12*-&' 30.0 9. G" 12'-0' W-3, 1 9,-, 9' 12' • IfIL 41-o" _-D, 2­0 g 3q.!) _#�:7:D7 12'-V 12,_ 12. 11_O" 8,_o* 0,_O, 2 12,-C, 12,_6, 40-0 8' 0, 9,-0- 9.-0' 9.-1"- 40.0 81-0, !?'-6- 12'-6- 12.6` 12-6" W-0, MULLION SPACING:"S" 45.0 8._0' 5 1-1 q,-O, 4&0 8_O, 12,-6, 12. a- 9 CASE IA ___. 12'-G- 12'--'1;- 12'4_� I I'-o* 50,0. -0. 9,-0, 9' 0, 9,-0, SOA d'-ti 2%6' 33.R� .. -0 9-0, S-0. 9,_Q, 9*-0- 9:�` q,-D* 55.0 iv-o, 'MAXIMUM MULLION SPACING SMALL BE SUCH GSD, 60.0 8. * 9,-:). j*-o­ 9:-0- 9-o- 9'-Ir 12':;' 65.0 a-, THAT MAX. ALLOWABLE SLAT SPAN FOR THAT i s:-O- 9'-9, q*:9' 2' 07 80A V-0, 17'-11' t7-O• .1'-4' 2,-0- W-0, 70�O a'-o` 9'-O' 9.-o* 9,-07 q'_o. . 9*-Q' DESIGN LOAD SHALL NOT BE EXCEEDED �:0. - 8-0- 9,-q, 8-,-.o 9*-o' 9'-.ja7 9,-D* 9-0' me -0 _q, _p' 2.-9. t MULLION ORIENTATION IS AS SEEN FROM THE -- -0: 9,_Y, -0. SI-0. _O: 4'Z-0 a'79' V� . 2: OUTSIDE(EXTERIOR)OF PRODUCT 8'q _§_ s* 45.0 8-0- W-0. ).-0. 9,_O, Mo a.-o- .0- �:-O- 50.0 8­0- • 95.0 8,-0, 9 -Q %41111110111", .9,-0, 9,-Q* A T14 SlE a !!CM) 9,_0_ ...... FLORIDA BUILDING CODE (Non high Vcloc;ty Ifurt;vone Zone) 9'.0- 9' -0, a_p, 70A - 0- _­i­- 9*_C�� 9*-o' 9,_O, Il.-bi \kj 2olz 71M 7&0 a- -0- autflus 9 -0 9- Rotting Shutter System 9u,C. MO 8-0, -0- 9.-0. GdE 93.0 6,-0, 7'-4" R- _,3 z }tttiINC EXPERTSHUTTER SERVICES INC. 100.0 R•-O' • 7'-0- •9' -p--. �F �t $I.,. B11,1k :15- -D' IFZ -UP[S?PtfT PIZ, v ;JJC'E.FL 3-964 ANCHOR CONSISTS OF HILTI,INC HUSH SCREW OR POWER FASTENERS. A:,�01�, 0 T ANCHOR.SEE SCHEDULES 182 ON SHEET.IDA % . .. ...... J, I .t 01 26 1,11t, SCHEDULE 1c SCHEDULE 2c FLOOR TO.CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR.END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D,DESIGN PRESSURE RATING(p.s.f.) & A 7'-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F) & AND 7'-0"MAX MULLION SPACING SPACING(ft)' (FT) MAXIMUM MULLION SPAN(Fr) MAXIMUM MULLION SPAN(F7) . MAX. MAX A.DESIGN LLA)OWY G 4"x6"x1/4"MULLION G1 4"x8"x114'MULLION G2 4'x7'x U4'THICk 3r8'FLANGE MULLION �D' ukvwm DESIGN pRESSum uufuoN Q { ) DF90N, ©4"x6"x114•MULLION G1 4"x8"x1/4"MULLION G2 4'k7Sc1!a'THIGk RATING SPACING - PRESSURE MULLION RATING SPACING 'FLANGE)MULLION (P•4L) 00ORIENTATION 11 'p).'r ORIENTATION 12(Q)t ORIENTATION 11 (0)1' ORIENTATION 12(Q)t ORIENTATION 11 CIMENTATION 12()])t (pi.L) 00, ORIENTATICN 11 �.,t OPoE7TEATION 12(Q).t ORIENTATx)N 11 p',t ORIENTATION 12(Q)t ORIENTATION p,2(Q)t ENO INFERIOR END INTERIOR END INTERIOR END INTERIOR _. END END INTERIM END INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR .30.0 7'-0' 12--6- 12'-6'' 12'-E' 12'-6• 12'=G' 1Z'-6' 17'-6' 12'-6' -- 12'-6' 1Z'-6' 1?'-6' --- -- ---. -_-_ _____ - 30.0 7'-0: 12:-6' 12'-6" 12--G' _ 12'-_6'` _12'-6' 12'-6' 12'-6- :12'-6' 12'-6• 12'-6' 33.0 7'-0• 12'-6• 12'-6- 12'-G 12'-6' 12'-5' 12,-6' 12'-6' _ 12'-6' 12'_6- 12'-6• 12'--6 3$.0 7'-.0 12_6_ 12'-6' 72'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' _12'-6• 17•_6=_ 10,0 7--0- 12'-6' 12-E 12:-6' 12'-6' 12'-6'- 12_6• 12'-6' 12'-6' 12'-6' 12-6• 12 6' 40.0- i'-0' 17'-6' 12'-6• 12'-G' 12'-6' 12'-6' 12'-6' 12'-6" 12'-6" iZ'-6' 45.0 12' 6' 12--0- 12'-6' 12' 6• 12'-6' 12 G 12'_0_< 1'e'-E' 12-C 12' G' t2'-E' 45,0 7'-0 I2-6' 12'-Q' 12'-6" 17-G' 12_-8' _12 6• _12' 6' 11' 7' 12'-6• 12'-5' 12' 6' 12 6' 12-G" 12'-F' 12-6'_ 12'-6' 12' B' 30,0 7'-0 1Y 11' %' 12_-_6' 17'-6' 12'-6' f2' 6• 12'-6' 12'-6' 12'-6- 12'_fi' 55.0 7-0' f7'-6' 11-3,` 12'-6' 12'-6 12'-6' 12'-J• 12'=fi" IZ'-6' 12'-6' 12'-6' 12'-6• -- - -- --- - _�_. - ._ .. _. S5.0 7'-0' 17' L' II'-J• 12_-67 12'-6' 12'-6' 12'-J' 12'-6• I2'-6" t2'-6' _ 12'-6' 80.0 7'-0' 12'-fi' ,fU 17 12'-6' 12',6' 12' d' I'1>11' 12'-6' 12'=6' 12'-E' 17 G 77'-6• 50.0 _7'-0' 12'-6' 10'-11' $2--6- 12'-8- 12'-6' 10 _ 12' t' t2'-6_ 12-.fi' 1 i'-7' 12'-6' 12--6• 12'-6' 12-5' 12'76 __65,0 7'-0 12'-6:" 10'=8• 12-1' 72'-6" 12'=6' I1'-7'- 12'-6• 12"6'` 12'-6" 12'-6' 70.0-_ J'-0'- 12 E __10_-5' 11'-G' 12'-6' 17:-G- 11'-J' 12-6' - 12'-6' 12"6' 12' 6'.. 12'-6' - 7__0 _ 12'=6' 10_-5• 17 6_ 12'-6•' 12.-6' I_ 3' IZ'-6' 12'-G 12-G• 12'_6' - _._ _ _ _.. Z0.0 _ _... 75.0 7'-0' 12 1 10' 2• 10'-11' 1Y_6' 12'-E` 11 0' 11'-11' 17'-0' 12'-6' _ 12'-6' 12'-fi _ -_7S,Q`_ _7'-0 12'-I' 10'-2- 10-II- 12'-fi t2'-6' 11'-D• II'-1'•_ 12'_6' _ I2'-6" - 17'-6' 80.0 7'-0' _-11'_6• 9'-11• 10'---6 _ _12'-4' 12'-6- 10 10• tl' S• 72' 6- 11.'-6" II' 1.1' 12'-6' 80.0 2'-0' 11'-6' 9'-II• 10�-G'� 1_x-4' 12-G' 10'-10' tl'-5" 17'-6' 11'-11- 12'=6' - 9'-9' 10' t2�-1' 12' LL' 1D-7' tt'-0' 11'-E' 1Z'-6' 11'-4' 12'-6' - - -'- - - --- - 85.0 7'-0' 11_0' _ 12'-6' f0'-7' W-0- - 1' 0' 11'-4- .IT-6• 9D.0 7-0' 70'-T 9'-T 9'-10 1I'-10- 7Z'-5' 10'-5• 10', tU'_10' IY--6' 00.0.- ?-0' 16TY 9'_-T_ 9'-10' I1'-10" 12'-5-_ f0'-5• IC'-B• 12'-6' 10'-10' 12'-6' -__- .. - - 95-0 7'-U' 10'-2- 9--5- 9'-6' 11'-7' 71'-It" 10'-2" 10' 4' 12'<G :I'-9� 10'-5* 71'-G' -F5.0 7'-0' 10:-2. 9'-5• 0'-6' II'-7' 11' 11 10=2' t0_-a• 12'-6• IO'-5'- - 100.0 T-0' 9'-t0• -- 100.0 7'-0- 9 10 Y'-3• 9'-3" tt'-� ti'-E' 10'-0" 10'-1' 12'-6' � 11'-� 1G' t' 17'-6' - - - 12 6 --- - -- - - - 9',S" 9' J_ 11'--5' It'-6" f0'-0- f0'-t' II'-6' 10'-1' 12'-6" 103,0 7'-0' 9 F 9' 1' 9'-I` 11 J' 11' 2_ ?'-10' 9'-f0' 1 '-6" It'-.1' 9_fi' IZ'-6" _ _iQ50.-._ '70' 9'-6'_ 9_-1,- 9'-1" 11'-J' It'-Z- 5'-10' 9' 10• '2' 6• 9- 8' __12'-6' 110.D 7'-0' 9-J' B'-II' 8'-f0' I1'-7' 10'-10' 9' 9' 9'-7' 12'-6- t0'_9' -,._9' S• 12'_0' _ _ 11 Q_Q 9'-3' E'-11'. 8'-10' 11'-I" 10'-10" 9,-g* _9'-7' 12_'_-6• 9'-5" 12'-6' 113.0 _ 7'-0' 9-0• _ B•-10-_ 8_7' 10'-11_ 10'-7 T-7•_ 9'--5' _ 12'-6_ 10'-5' 9_1 12'-6' _115.0 7'-0' 9'-0- 8'-f0' d'-7• -1D' 11" 10'-7' 9'-7' 9'-5' -12'-6' 9'-t' 12'=6" 120.0 7'-0" 8'-9• 8_-8' 8'-5 10-0 10'-J' 9'-5' 9'-J' 12'-6' 10'-2' - g'-t0" 17'-6• 1200 7--0• 8'-9' B'-B' 9'-5- ,0•_y• 10'-J' 9'-5' 123.0 7'-0- e'-6' B'-7' 8'-2 10'-7 f0-0' 9'-4' 9'-t' 17'-F' 9'-1I- 8'-7' 12'-6' - _ - - -'- - - - --- - - _ .. _._ _ 125.0 T.0- d-6. E'-7 _ B'-2' .. 10'-7- 10''0' 9'--0' 9'-1' _12'-6' 8'-T 130.0 T-0' B'-4' b'-5' e'-U 10'-6' 9'-9' 9'-2' B'-11' 1Y-6' D'-0' tl'-5' 1T-6' 130.0 Y-0 d'-4' B'-5 tl'-0 10'-G• 9'-9' 9'-2• --11- 11'-6' 8'--5' 155.0 7-D d-2 d-4' 7'-7 10-4` y--7' 9'-I' 8'-9' 17.'-6' 9'-C P'-7' IZ''-6' 135.0 7'-0' B'-2' .,<• _ 7._y, - _ _ _ 2 _ 140.0 7'-O' B'-0' B'-J• ?'-7' 10'-f' 9'-<' 9'-0' 8'-1' 12'-L• 9'-<' .- .__._-_ ._ 9'-7' -i' 8'-9• 12-6' 8'-2• 12'-C B'-U' 11'-6' 140.D T-0' B'-0' E'-J` _ 7'-7• 10'-J- 9'-<' 0'-U' B'-T 12'-6• 6'-0' 17'-6' 143.D 7'-0 7'-10' b'-2' 7'-5" 9'-9' 9'-Z- B'-70• B'-6' 12---D' 9'-[ _ 7'-10- 17'-6' 1L5,0_ 7'-0' 7'-10'. B'-7• 7'-$' 10'-t' - -- _ __-'. 2'-6• 8'-71' 7'-8- 12'-6' 130.0 7'-0- ;'-d" 6'-t• /'-4' 9,-y" 9'-0-_ B Y' B-a' ..i_ ___ _..� 1300 7' 0' 7' 8• 8• I_ �. 9, 2: 8:_10 d__ _ 1 7_10 - - - .-4 10-0 9 D - B 9 8'-a' 12' 6' 7•_8-' _._ _ -. _ 12'-6 155.0_ 7' U' 7' G' B' 0- 7'_-2- 9'-2• B'-10• B'-8' d'-J' 17-5' B'-9' 7'-.6' 11_'-__6' 135-0 7'-0• 7'-6" __B'-0' 7'_7- 9'-10• 8-70- d' d d-.7• tY-S- 1'-6' 12'-G' 160.0 -7'-0`- 7'-a' 7'-II' 7=0- B'-10' 8'-8' B'-7' tl'-t'. 12'- ---- - - -- 2` B'-8" 7'--5' 11'-6' 180.0 7'-0' 7'-<' 7'-11' S'-1' 12'-2' 7'-5" 12'-6' 'MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX AL LOWABLE SLAT SPAN FOR THAT A S D DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED t MULLION ORIENTATION IS AS SEEN FROM III(-OUTSIDE(EXTERIOR)OF PRODUCT END MULLION I' - l MULLION - - a.TItti • l FLORIDA BUILDING CODE (Non High.Velocity Hurnconc Zone) cENSF~' C)O 6 Ilt 111.0N a u t i l u s 9�wN Dr ��S MULLION SPACING:"S" 44- �.*= 11L L. Rolling.Shutter System cv1o;-s E C® INC. WE 9•k: * Cr nwr TESTING h CNDINCERIIIC cawr•nv EXPERT SHUTTER SERVICES INC. x,v �pr¢us n 71�v. u7t S i P.IIIOJo RE STREET �u .. 1us>w»_,v, ' 15 071 nQRi Sl.LUCIE.R 34i84 O'er �Ft1�_• \ ��`� A TIL 'r: rN trri;e>,.9�a Dv.wwe ORr. C - ta a I,ce it "I n��i�s1�1�'��U�`��Z Ilne.oe I,, a.•,, .rzrt :e o1:, R DqA r� •NOTES ON HV LOCKS AND CENTERMATES: a`Lg"l%•"15' I.WVfDAIdt/COIAt110N/fe ONE.W LOCK(R or @ SH•t BE USED AT 1/2 OF SHUIIER SPAN FOR ANY SPAN OR 12'ABOVE OR BF�OW ]2OF SHURER SPAN FOR.SPANS UP TD 105',AND FOR INSTALLATIONS ANY ITEVATION.HV LOCK C2�or Q�MAY BELLIED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 OR CFMERYATFS W/(2)1/4'0-20 a 1/2'LONG MT HEAD SS.YS.LOCATION OF LOCK SHALL DE AS INDICATED ON ^ 1 TYPICAL SHUTTER ATION. 2, /.];.IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP'TO TAO HV LOCI(S R OR YAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES �,Ey OR Q2 GHN.L BE A$INOICATED ON NOTE(I).ABOVE LOG NOF LOCKS'SHALL BE AS NDICATW ON TYPICAL SHUTTER ELEVATM I 3.Or--N„_CO ---•/2 M Ip 0.SLr WNE] LANR•li RY CONO TION/1 OR L REO MAND+UORY CONDTRON 4 I L x,26 I15ED W/IWO N,V_l0f)6}LOCKING RODS Q$WE NOT REQUIRED AT HURRICANE POSITION.BUT MAY �{�ox ax 6�p+�Jop� �� .BE USED IF DESIRED TO ETAIAHCE SH(RhR PERFOTUTAtNCE:LOCKING RODS 0 OR W ALTERNATIVE DcvxE MAY ALSO BE USED AT STALKING POSITION(NON HURRICANE POSITION). y-- ONE HV LOCK SIWL BE t15ED AT CORNER CENTERMATES FOR ANY SPAN __ WD MSTAlURONS AT ANT ElF1ATI0N.HY LOCK( Q� SHALL BE USED AS AV OUTSIDE OR INADE LOCI(. ATTACHED TO Q3 CORNER CERTERYATE W/(2)1/4 0-20,a 1/2'LONG MT HEAD S.S.YS.7W0 LOCKING RODS Sblb I AT TOP k BO ON SHALL BE USED.LOCATION OF LOCK AWL BE AS MDIUIIED,ON TYPICAL SHUTTER EIEVARON. ® $ IANDMUM'SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. GAI III .'i8Y5�4 -..NE ALTERNATE ITV LOON O MAY BE USED M UEU pF HTV LOC3C or FOR ANY SPM.AND Q) OF — 3F aF,Y INSE NS AT ANY EIEVATgN.'AL NATE LOCK 2�WY BE USED AS AN' SIDE OR OVISIDE LOCK.AnAG14ENf l% - r b 87�9g I '��;' OF 1/4'0-20x3/4'SS.THUMBSCREW TO 0�OR QCENTEftLL4TE5 SHAM BE M40E W/1/4'0-ZOa3/{'.ALUM. p -' RNNUT.AS.SHOWN ON SECTION HVE.SHEET B.ONE-LOCK SHALL BE USED AT�1/2 OF SHUTTER SPAN'OR TWO C�i LOCKS AT 1/3 OF SHUTTER SPAN. ( / SgStEe i - 6.`—L-TDRf COXORION Jf FOR KEYSTONES ONE HV I=C4 It$SMALL BE USED AT 1/2 OF SHUTTER SPANFOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS.UP TO 1K6-,AND FOR INSTALLATIONS AT ANY ELEVATION,W LOCK ar.®or 10 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO 0 or 4 SYMMETRICAL CENTERWTES W/(2)1/4'-20 x t/2"LONG MT HEAD S.S. SEE 01D__ M.S.LOCATION OF LOCK SHALL BE AS INDICATEO.ON TYPICAL SHUTTER ELEVATION.USE OF'LOCI(ING RODS 03 W/'0 CONNECTION OR(D TOP AND BOTTOM 5 COMPLETELY MANDATORY. DETAILS ON SHEETS 10'h 18 TYP.FULL �P x . *NOTES ON HV "T" LOCKS AND CENTERMATES: �GKI• OF CORNER - _wAxxTTn1.SECOND ALTERNATE N uAKMTptlY mKdpON�1 VAIBT OHLr FOR H1y'Y LDLX B ATHp CENTERMATE Q,� .ONE ALTERMME HV T LOCK A1Q MAY BE INS'j/LLED IN UEU OF W-LOCKS��OR FOA.ANY SPAN MD 6 7 w 8 aT0• 'o' INSTALIATI N AT ANY ELEVATK IN.'N.TEHNATE LOCK(70'W1,Y'BE USW AS M'INSIDE'OR 0 IDE LOCK:ATTACHN[Hf O O O ` OF LOCK INCLUDES USkIG REINFORCING LOCKER-ClJ7,AD SIOWN ON SECTION M'G.sHEET It.WON MUST BE '0 CONNECTED T0;CENTERNAIEs 0 AND'.Q!W/1/4'0-20 x 1,1/2'LONG B.S.THREADED BCiLT W/7/8.0 x 3/32* /1 ��m©• �©•v WMGNUT OR W/1/4••-2011•SS.M.S.INTO A I/4bx 5/8•RNN17f.LOCK MAY BE INSTALLED AT MNSPM OR 12- (D- •©u©•0.�p MAXIMUM ABOVE AND BELOW MIDSPAN.USE Or TWO.LOCKLNG RODS 1,AND BOIOM IS MANDATORY. �•OaC�•��`mC)•67 m 1.. ! :ONE RLTFRIIATE HO LOCK 63 USED IN UW OF TYPICAL M HV BLADE SHUTTER ELEVATION N LOCKS Q OR rOR ANY SPAN AND INSTALLATIONS AT ANY M'AT ON.AL ERNATE a LACK 363 MAY BE USED AS AN MOE OR OUTS LOCK.ATTACHMENT.OF.Ho LOCK TO CIS 6.W/3 IS x 3/8'F.H.,SSU.S.,AND INCLUDES; N.T.S. RIONFORCEMM INSERT(�9 AS SHOWN ON SECTIONS,HOB- AND F[IC-MVC.VIM 10.LOCK MAY BE INSTALLED AT MIOSPAN OR 12'MWYUM BELOYI OR ABOVE MIDSPAN.USE Or LOCKING ROD;®Is COWLETELY OP(IMV_ LO OA BUMNG 0 on High= elocity Urricane Zonel JPA'�FF A.Tt(C/ p 0 20+5 EASTERN METAL SUPPLY..INC. Tp�' ~•••.1,;-�. BERTHA HVTM IL ECOiNc. A�S�S�A� HrA�E#1 W1OORW10Rtt��ystein DE American Shutter Systema • .: .TIWT TESTING g ENGINEERING COMPANY. •� STATE OF 'ct'8"we5 T.. M,.,..NoS.Y RN®s B�N.y,, Association, Inc. , an n-1sz L/13/15 art: 4/13/15 e4y+�� cn,..,:Ism)en-isw. F.:(3m)an-ivI 4268'Westroade Drive 2 ORAYiINC No .<•'• rlT� West Palm Beoch, FL 33407 5 1s ONAI E G� 15-085 A S/ t`�`,.a WALTER A 1R lAJ,.PE a SHEET P.E.SEACf31URkiURE/GATE k +oT e 5 OF 20 ONCRLTE N:CHORS �RETT MN E OR CONoR E POURED BLOCK (SEE SCHEDULE ON REa1CRED /1b--20x3/i'5,5. CONOREIE 7M- OSHEET,3) CONCRETE ANCHORS r—M SCREWS ftEOUWID. ' (SEE SCHEDULE ON t/1/4'-20 COxatETE ANC1gfS P-7 1©IB mora(�uTuw+a NAo',m D Sl1EET IS) NIRS o tz'o.a(SEE SCHEDULE ON SHEET 13), _ _I. I' 14n. _1/4'0-20.3/4'S.S. 14 Et EO W�OHESCREWS ___ EO -E USwG t/4'-20 NU15 � �. 19 I a 12'O.C. E D.• .250'Ym. _Q aR 5I :P _ w O .250"Yat. �OPfKAV/1 i I � � \�TIOI:AL i 10t 9AYWAN I A - L.1 �9M0 I -,� YUIM"ON TO.GUSS I w am la nn -QOR l"3 I' _ � E]n11�4G—'�(s¢.a,,SCHETVIE cN sun 11) E�t.UltiS� '4,mmn® 4 (SEE�SG=IFTW nox TSHFE7 11) --_.-- . E21ST;W :__.._.. -. U HV:WALL HEADER INSTALLATION V HV WALL HEADER INSTALLATION .HV WALL HEADER INSTALLATION + KEYSTONE _ YN.4➢ARAl10N f0 GIAS9 - Vit+-- -� /.TOR�.1� _ ___ O fJO3dNG_—(SEE SWEOIAE a1 AIECf 11) 1(,pWt`BI!I 1 �, Z'.l EE $EP4RA110N TO EET I aISS (SEE Stlimnr ON SHEiT 11) - n� j �OPIIOwLL I ansa � �(}D/�'� I • t I 1{ ,/4• \ f OPIIOtNL _r)/4.Ym E O E.D.• !1i "I I, Fy,../- I II i'1 Wiz' 14 __' � j ��1/s•a-zos/4•'ss. L.EO PH.LLIPS TRU52 NCM CONCRIE ANCHORS t 1/4'e-20/3/4'S.S.PHtLL1P5 J IUUCNC SCREWS YSO G IRU 1 HUD YfC nNE 1?-OC CRE1E ANCIWRS / 1 18 1/4"-30 NUR O)z"O.C. .. -(SFE SCHF.DUIE ON W/1/f-20 NUR O,2'OC. (SEE soma E ON SHEET 13) lF--uin. POURED CONCRETE 5"EEr 13) POURED CMN TE eH oTTCOCONCIE BLOCK OR CONCRETE BLOCK r IL9NCRElE INCIO RCOJK¢D WAL'RCWIRfO OD HV WA SILLINSTALLATION: (WE SCF m O" (F)HV WALL'SILL INSTALLATION TOURED COYTSRTE_ 58EEr 14) M CONCRETE MOaf ,ALL JEW.RED U HV.WALL SILL.INSTALLATION NOD'roN EouSRLuau+or 01ma55: INSTALLATION DETAILS W/ ,-SEE 5NEET 4'rOR IYPICAL SHURGR •E a=EDGE DISTANCE �J 1 A ASSEMBLY F SEE LIY 0.TION5 DE—r- I-IV B�.P"�DE 2-YOUNDNO SCORNS CAN BE COYNNED (SEE SRCUIURONS aN SNFET I]) BLADE 8 W SHEET Ib N ANY WAY 10 SUR ANY IN7!H TN1N.' FLOPoDA BUILDING CODE(Non High.Velocity flurriconc Zone: ®2015 EASTERN METAL SUPPLY,INC. BERTHA'HVTM Accordion Shutter System * IL EC.OIMc- A.S.S.A. Kv.anEelw/aIw/oKv.x+roavRADE American Shutter Systema DLSCbPDm o4a aYWN m� Y .a•, TIWT TESTING a ENGINEERING COMPANY. 9., TE.OF _ �,,,,.,,,�n•Y,,,p,• ,,,, �•na,a,,,„ Aaaoclationr Inc. 1 OLD 11-192 V1s/15 n,R: a 1s/I5 •4i/" 4268 Westroaos Drive apf7AWINC No Prore:(Sm)Bn-,s3o.rm:(Sos)an-1531 =,FS•..,, ,,,.•G\<p` .,.a:a wo,e.o Rest POIm Decch, FL 3]407 3 15-085 01VAO�,` m-aaaST,a "\\A` 4ML1ER A TLLR Jr.P.E. 4 //nn HOMY5 SHEET P.E.SEALNATURE/DATE nam4`�t M16T 6 OF 20 CONCRETE MCI IORS ♦ - �-... � r V CONCRETE (SEE.SCNEDUIE ON 9a f 13) i mOmiCS(OZ 1 OR C>oSTR✓G 1 ¢a' � [xa7wc i AEtEU4rz � EDSR� .. ': AJuroR _ 1°r°0N i I jtO+J/,.NIX WASNFR MAD 11 ml 3/e u IF%SCNEYIS O 2.O.C. i EDGE OF JR NN CONCRER:ANCHORS r ./ 6 / / �//A'PUCI. 7 (SFE SalEOulE ON SNFLT 13) &E� E 1 / / MCC 01, IXi _y _ Ir Ir / / //�' SLA8 IF aPPuflBtE r %. _ J / / —EE PWRmE -E 0.•—• CONCF,EIEFlAT fEID WNaiEE ANCHORS 1 OR • POV�J CONCRET_ REOt w (WE S Lil-E ON SNEET t.) ftEW:REO LRAE 11W CWCRETE ARCNm as maga ,I ® REW EiRED E D•— -E D.•—NCRE (SEE SCNEiJVIL ON SHEET t,) 11 TRENCH INSTALLATION 1 .. .. Q.ONLY FOR UP T0.+70.-75 PSF A.S.D. 0 HV FLOOR INSTALLATION t OI'HV WALK—OVER INSTALLATION SCSIGN PRESSURE SIfRATING k FOR SPANS PER 0 H CEILING INSTALLATION ET 11 CONCRETE ANCN'ORS 1—(SE£:FJtLOUIE' i+o[RS%/IRamarsoaN/ GI/55-rCa rami�w rn 1 �J uv rmr ]/,•Ima[1�'•m.�o V L/d• •,OSWANI W mW(rNOIf/a -�"•! 8 Dw.>(sa Nac"OR a I I' 0.• / -��►1D.3/o NEX E�.r / dft ralml j1N3/4" NIX ItFAD t rla'/ Ira 1/s+sY io ss'us. corvceETE Ayalaas :.E% ___ b•O[-? ..pl 8a/0a•Csns. / O N.� i -.I.,.1' / o u•,p�•-m mm (SRF.SCNEWLE Ox „ �,2/ f ( •'j.• •. C6lM NON STfn,CIUwAt I SHEET I. r 17 M 16 1/2"I.7 I_ rrL 17 16 . 2.00' OF f.N.SNIN:. TRL DIFCORIIM ..EDGE /\ / ED. .- D.S. MW. �V➢w f1T['' t]tl"--1 7/R' AMM1ICABLE Y___ CONCRETE mc-,m NO1F'fJ(b) \.0 d•O.C. t• • :' : :- �^ W— /f p POURED CRiCRETE-- (SEE SCI-tl E ON ON SNEE1,1' -SEE NOTE 13(b) i.✓/ ` D: OR CONCRETE BL= SHEET,4) POURED CONCRETE- ON SNltiT, OR CONCRETE BLOCK PWRm REWUEED NEWiaFo 'Mj KEYSTONE M0 I Go-INSTALLATION IONXem RETE HV WALL FLOOR INSTALLATION U'HV WALL WALK-OVER INSTALLATION aRrw vAx cb- PCWIRm HV RAINGUARD INSTALLATION t Has NafF TOR falBNATION OF RECrrOUS• t REL(NAMC WHEN PEiFC w 'E.D. CDGE DISTANCE ♦SEE lDl Al1pN5 OF USE FOR I-SEE SHEET.,FaR TIPICAE 91DnER <SEE svEal uRas°"9IEU 1s) RTE°""'E"�LE E°T IA ON SHEE T' INSTALLATION DETAILS W/ ( HV BLADE ASSEYWY u aYDwu"WApr".ro sm wr`MwsntlEUATIom. D FLORIDA BUIIDING:CODE(WDn High'Vclncil Hurricane Zone rug/lJ, ®2015 E�H BERTHA HV Wa. TM �y>?''vCENSF'•9 A S S A Accordion Shutter System . . . ■ HV.RADE 01 W/OR W/0 RV.WNXB!RADE *:• iy� //,(� *E AmerIEa1E Shutter Systefns ascRlnlaN wTE wuwN m: u.� -S TATE OF ;C� TIWT TESTING&ENGINEERING COMPANY. A�OEIaNOFI. Inc. I oln 11-T92 1/IJ/I5 aTEr ./t3/,5 W .. �••• so.Jm.artmu uRrors.mm�v, - Plrom:(ws)aTi=tsJo.fm:(Jaf)8T+-tsT, 4268 Westroads Or a DRAWING No West P.I,n Beach, FL 33407 J 15-085 'A ION �• WAVEA A 1N1a Jr.P.E A .A°y ONFL yp� Haim.' '+anT 3 SHEET P.E. S&'72IGNA'fURE/DATE 7 OF 20 SEE END WALL CON CTION WA LS 0 0 is sot Nuns ON toa&Iac ms®.N+Eoas.©°• IN T INSTALLATIONS W/ 1 HV OUT 6v �EnmNc awls BLADE W HV CENTERMATES e�GE,.a � Nre�NG o CENIENwIE9 IPPLKTi1Ul MIN RME ®�®w©�Q7«Oa10•®� OR �« FND WALL GONNEGTION .OPPOSING SYMMETRYCAL (6o6)-Te N1111T N.L. srwE w/(z)�,/ae uPcoN ,/T nla m,s TO.Ta . I- ',CENTERMATES I GATES-r NM SE'rua.TM (gyloa/z• u u,i ,+�pC.NLL LENG12'M J HV LOCK or s )Y/ HV LOCK IE7 0 (srt sc m E I AT Tn0 NaE(N)1 5 1 ®v i 35 TIN (i 3 GN sl iEv,u 5 2 I �' Q 3 LU-] HVBto• * HVC PouNEOcoNwnEORHVA ®- ExlmNccwss ©•7O•©�©.'Oj .�I T 10 ® -- _ _ - -aINCRErE mora wnu RE +_----------------- TT -j- - (— ©°"` SYMMETRICAL i IN �'�'©1elJ'0•®°' vw.sEPARnmN / `vss ,\,�S�E�%)•®at�9.0.1�•�5 '`Ewsn O.: CENTERMATES �.�©,®°'1�•�8"'O9•®« s�'srOaanE 5 j t- -C-_-----.---I GIn55i d W_/_FiV LOC a e•naenL I av sNEEr+,) NIN.SE�110N` m®•® (INIFRIOR) O'®41 O•®w�' // i TO GIlSS O1©• r � (SEE SCULE IN (INTERIOR) 1. - -----------. _. ..----- --------- J/ ' OUT _ — --- co/CRUE s --�---- --- - ®v®_ ■ NI 3 vM1Es OUT OUT (E%ERiGR> HVE HVF** :HVD FLONDA NUING CODE Non Hiqh Velocity Hurricane Zone, ,+,T,GNNnN++77 ®2015 EASNRN WAW S1 KY.INC. ``` 711(%TJ., BERTH HV.TM Q ' CEN -0,,7- \. A S S A Accordion Shutter System IL E C y kV.MADE#1 W/O(W/0 KV.NINXAY aAX American Shutter Systems TILLn TESTING&ENGINEERING COMPANY .v.s1. b. w+x,F nO mi Assoclatlon, Inc. a „ OLD -,s2 7/-13-/15 .0•. ._CTATE Of •� 426aWeslroads DrivO 2 'DRAWING No 0 FCDRIOP'•G�t`� ®61MiOi'�`�"' T'lest Palm Beach, FL 33407 ; 085 wK1CP A ThU7 I PE 15-- ss//AICCIOE� / tM u f 44167 s SHEET P.E.7S'P.AI,, , 11412E DATE 6 a OF 20 ALTERNATE INSTALLATION W/H�V--—"T LOCK�"i0. HV MALE/FEMALE "T" LOCKS CENTERMATES Q8) . 8 LOCKERS W_/n HV BLADE JFF END CONNECTION c INSTALLATION"Ct) VLAADE OUT IN �` a�m9,a.m�„. ,�n a=te, W/ HD CENTERMATES ift Ci3 6 7-8 1 uuwrtn ax nns srcLr,r+r m: lw cFT END WrL CONNECTION I ®-®•�©.®„ DMIIS oN sNEeTs to a le lI ..------.-------------- Y �`� r •T" rs mi INxi - -_ S 5 3 LOCK(INSIDE) IN P lO ----- -7-- — O — — - —_ Q \ � OUT 35� * rrolc s nn KO lacx y -1/4•' 0-20 x 1 1/2•• S.S.M.S. © _ W/ 7/8'0 x 3/32'WINGNUT. fmius MDR-HVB ()(JT asrcwu HDC-HVC r locx.aN sxm s. 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S1EJ.Yf S'I��ATURE/DATE 0 OF 20 POURED CONCRETE OR —POURED CONCRETE _PMIREO CONCRETE —POURED CONCRETE \ OF CONCRETE BL CONCRETE / OR CK WALL r_ \I CWICRETE BLOCK WALL I / / BLOCK WN REOUNED BLOCK WAIL RCOUIi+ED j -// MOCK WNL REOUttKD V / REOV:PEO -/=FASTING GLA55S / E%ISIINC GLASS /2_A avST.c cTmS CONCRETE ANCHO ...�--E%ISIMG cKI lea r IIW ,/� NN SPN," 1E11 SFPMAMN /Eo L Ea To (aE l5O®n EaroE®Aa t01iA�f� too (SEE SQEDLIE ON SIEEI 1/16'aJ'INK. W SKEi 19 rat / SOmLLE aH SQT 11 FOR RIDE IBIM (6063-t6)CONL. --X--(D 0 1 1 SICEOR 19 TER 1 mR M E0Nv W 61EET 19 fai NUM.0.aSER OI SLEET 10 FGR 1/z' OR 9ElT 19 TOR fIRIFRTEAT Sm, I aAusp&D ruts(LoaTE 1/r - l / 1AADEsm&p �! 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FL 33407pNAIW R0. 4LJr.PL`\\` ElnamAL I an6T SvFAPJt11VA(URE/DATE t0 OP 20 SCHEDULE 41 SCHEDULE§2 SCHEDULE 43 MAKIMUIJ SHATTER SPAN Y+'OR-L-• MAXIMUM smunE2'SPAN*-L+• lkVIMUM SHUTTER SPAN*'L+- (ft.).FOR INSTALLATIONS W/ OR-L (ft.)FOR R-L=-(ft.)INSTALLATIONS '"+�T^""=1CRETEIION r:rr.n CEWERMATES.@&®c (Tjl or.� INSTAUATIONS W/ W CONCRETE 8' WOODMNfIMUM ALLOWABLE SPAN FOR A GMN W/ONE H.V.LOCK 0 Or®Ori MANSORY POSITIVE A.S.D.DESIGN PRESSURE RATING. &�NCrJONCG SPAN FOR IiD LOCK®.W/NO LOCKING ROOS�oor ONE HV LOCK or�` or OWALL 'A B,C,D,E, M.N,0,P.O, ASpDFSIGNDWPfieESSVRE RAMJGAC3VEN NCCATNE CFNTF.RMAW/ONEHVWNOLOCKING RODS ODSMOUNTING F.K h L R.S,&V. LGCK®W/TWO LOCKING RODS'®TOP k (SFE NOTES t.f1) (vN o FOR MOUNOnG Q (2)PROCEDURE TO DE OFMLNE MAMMUM SPM FOR OOTTOM SEE NOTES SHEET 7) FLOOR/CEILING C.H.I.II,J T.U.W&% WNL MOUNPNGS.(TOP/BOTTOM)OR BOOR/WJt1NG: CONCFLR:&WOOD INSTN.LATIDNS 0 CONCRETE&W000 CONCRETE MOUNTING ;k M GIVEN A POSNIYE 0.50.CFSIGN PRESSURE RATING. .� S gip, WSTAl1ATIONS OEfERwNE MAIOWN$1'µ1F'fRUM SCHEDULE. WNL."TING iLDGUNNNG+c WALL YLtPtRNG A RO�i/CEIIWG YOUxfl!ic ChLN A E uvCc ASD. 'L'LI' PRESSURE RATING, (o-acl YOUMwG ) ROOK/CExINc NOMYnNG O�'1 DETERMINE MAAIMUM SPAN'L-'FROM SCHEDULE. _ (.aR-1 nnoa ALL ON ML-(.) L.W L-(N 1.(x) l-(N L. --1-IN _ L J(41 t-(91 MA%IMUM SHUTTER 5Pµ'Lr OR"L-'FOR JO ON LLS I6'-0' .16'-0' 16'-0' I6'-0'. 30 -_16'-O• 16'-O- JO 16'-0' 16'-0' INST'V IATIONS INTO WOOD SMALL BE LIMITED TO FOJAL'MAMMON ALLOWABLE 5Pµ6 EI.' TO THE 0.5 Pal.&S.D.DESIGN PRESSURE RADNG. N:N'wSIM OETERMN'Ep 5vµPF,iWEI]N liµD'I-', 35 14'-10' Id'-10" 15'-2' 16'-0' —35- 14'-10'_ Id'-10' ]5 15'-2' 16'_lo_ 40 13'-lo' 13'-10' Id'-7' IS'-2'. 40 73-10 I3'-1D' 40 14'-Y 15•-2' (3)PROCEDURE 10 DETOIMNE MNOMUM SPAN FOR 45 13'-1' 13'=1'. 13'-4- 14'-3- 45_- 13'-1- 13'-1' n 13_4 ___T-]• t HV CO(tNER CENIFAMATE/3 MAY OE USFO AT NL W/FLO TIONR/C IN BLIWE"MOUNT WALL YOUltI1NC5 50 12'-5' 125' 12_=8• 13'-7• 50 _-_12'-5� _-12'-5"_ 50 12=3'__13'_1• MWNII.YG INSTALLATIONS.LOCIUNG SPEGFlU710N5 W/iWOR/COLING MOUNTINGS: -55 11'-10' i1'-10' 1Y-1•' 12'-I1" 55 II'-10' It'-10' 55---_ - 11'11' SHALL BEµINpIUIED ON MANDATORY CONDITION/2 FOR A GIVEN P0511NE ASD.DESIGN PRESSURE 60 .11'-4' 1V-4' 11 7•. 12'-4' 60 _11'-<' _11'-4' 60 10.-2• 10•-11• NOTE/5.SHEET 5. DM. -- 65 10'-10' IU-10' It'-I' 11'-11" 65 � 10'-10' 10=10'-_ 65_ -__9'-S' 10'-I' DM.INE:_ _ _ I,I+�MAX.MN(.5PµFON WNL NOUNIINC.INSTALLATIONS. 70_ 10'-G' t0'-6" 10'-9• I1'-5• 70 _ 10'-6' _10'-6" 70 8'-9' 9-4" U2 MVf.SPAN FOR MOOR/CEIIJNG MOONNNG -75 10'-1 10'-1" 10'-4- 1t'-1' 75 10'-1" 10:71' 75 --- 6'-9' f tEIICEPT THAT JYJOrAJM SVU0fR SPAN'L:ON INSIALLADONS 9•-10• 10'-0' 10'-9' 817 9=f 0' 9'-10' 1AND D MACUUM AS SD.DNG PREAIRE RATING FOR TOR A GIVEN NEUWL TAS.D.DESIGN PRESSURF *-66_ 9'-9'- 10'-5' 85 9'-6'.__9'-6 - RSTAl1AiRNNS WIO CONCRETE OR CONCRETE BLOCK RATING,-- 90 _ 9=3' �W-3- 9'-5 I0'-1" 90 _9'-3' 9•_T- SHALL OE UNIT 0µFOl S: DETERMINE:-CONNCCTIONS 70 KEYSTONE MOUNTING L 95 9'-0" 8'-9' 9'-i 9'-10' 95 9'-0 8'-9• i--MA1,.SPµFOR WNL MOUNTING INST.VLATKINS. LIMITED TO+64.-72 p.ef.AND 8'-0'SPAN,SEE L^--MA,[.SPAN FOR MCOR/CEILING MWYDNO 9' _100_ _B;- B'-4' 9'-0 9'-7• 100 8'-9• 8'-4• MOUNTING MOON SHER-i: INSTALLATIONS. _105 B'-T Y-11•_ _6' —9'-4" 105 tf-7* ]'-11' 110 6'-d'- !-]' 8'-]' 9'-2' 110 _6'-f' Y-)'_ FINAL NAYIMUM ALLOWABLE 5PµR FOUAL TO TNF. —115 -z•_ Y-3' 6'-117 115 B=2" 7'=3' SEPARATION TO GLASS SCHEDULE "'MUM"EN 11E: :F:'Ll- AND 1: _R'-0' S-11' 8'-Y B'-9" 120 e'-0" 6•-11' (4)CA TO ANCHOR SCHMULE 104THRNAL MA%IMUM 125 7'-f0i 6'-8" 6'-O tl'-5' 125 Y-10' 8'-tl' AL 5Pµµ0 NEGATIVE ASD.DESIGN _7_30 Y-8" 8'-1" ISO 7•-6• 6•-5' WIND ZONE PRESSURE RATING TO DETERwNE MAICJAUM ANCHOR . 135 -7" 6'-2' 1'-9' 7'-9' 135 7'-7' 6=2• MINIMUM SPAGNG. uo 7' ASTM E-1996 SEPARATION 7'-5 5'-11' 7'-Y. .7'-6' 140 : 7-5• 5-11' 145 7'-3' S'-9' Y-5 Y-3" 145 7'-3' W-9• TO GLASS 150 7'1i' 5'-7' V-d" 7'-0' 150 7'-2" 5-7' --155- 7'-0• 1'-2• G'-9' 155 %'-O• I THRU 3 1" _160__ b'-11' 5--2' -7'-1. .6'-7• - 160 6'-11' S'-2• 165 W-101 5•-1- 7'=0' 6'-4' 165 V-IU• 170_ B'-9' 4'-Il" W-11- 6--2• 170 fl-' M 11'175 6=7' 9" 6'-9' 6'0• 175 -9'.180 6_ 4 6'e 6' 0_ 180 -0HV BLADE 185 6'-5' 4'-6 6'-Y 5-8 185 -6'190 6'-4 4'-5' 6•-6- 5•-6 ISO -5- 195 6'-3C._ 43' '6'-'i .`.'-5 195 -3'200. 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B 14 TAPCON WTH ADVANCED: mlwANr OR Axr onRw APPROVED IIaHSED oR AVIIHORIIID 5T1✓flOx RmsTETEO ATM n¢AMERIFJW SIBNTTrR sYSTEr25 ASS0aV110N,we 14 M IAT e e a 6 14 12 t0 9 e e 6 IT 1♦ 9 9 0 s a IINFI.DF'Els R4 TECHNOLOGY OR LES!14 a 10 e e a e 14.12 to 9 e e a. 9 1♦ v e e e s Au E s sau1- 1• z 10 e e e e > 14 1r Io a a' e'1♦ 9 e e a n -TACE TAP W/CAa NOTCH` 14 J. IAT 9 e ] u s5 I♦ Il to a e e a a . 9 e s TAPPET. 1)1AWWY p1BEDwiT INTO POURD CONCRETE OF TAPCON OR TAcccN WTTH AavANcM TlmuzfORY TFCHAHOLOGY ANCHORS AND TMEF2f ♦ I2 10 9 e e o e' a Iz m B e' a e'e 17 9 -!I.ee s'SAT ANOogs Is 1 3p'.ARO FOR muE TAP w/CAP ANCHORS Is 1 1/2', a-0 1. 12.Io B e 4. 14 11 Io 1 e..e fi 43 14 e a a •.3n AZ)YWWUYFMOmNDR OF t/4'o a s/♦•141 rolMs SouO-ter>AaORs-swL R T/a•wro n¢rougEn m4cnnF,No EYTa�]mr t♦ t1 10 e B a''9 4b M 12 10 9' a '11 6 40 1♦ 9 e B B't3' INT]STUCCO SINAL BE PET49TTD.1/4Y-20 S.S.MAOONE SCREW USED SHALL BE 1 1/27 LONG YOaWY S10LTD STUCCO naST.AHD 12 10 9 >3 y 1] - 14 12 10 9 e a 6 5 1♦ 1 e > 53 • UoIr fm t'YLYWY FOR WARS MM-NO SNRT). 5•-0• 14 12 10 9 e- a'O 0 1. 12 10 9 B' a 6 SS 14 -0 -a 9- b"13" 1♦ 12 10 B B T .♦ 14 12 10 B a e3 5 13 1♦ 9 0.5 3 'i 3- N)IN CASE.MA PRECAST STONE,PRECAST CONCRETE PANT S,PAVERS OR ANY VENEER RE FOUND ON THE IX TNG WALL OR ROOK, 14 11 10 B 3'♦3 14 12 10 II 0 6 . 9 B 5 4.5 ANCHORS SHALL BE LONG'D H TO REACN INE YAN STRICTURE BEHIND SAID WALL FINISHES AICIgR.1GE•SINAL BE AS INDICATED ON 1. 12 93 73 33 44 - 12 10 B ]S 53 • 14 1211. B NOTES AL1)&A2)ABOVE MIT-A11ATCA5 ON Mint SWHG OR Ors IYTH OR VYHoUT METAL STUBS CONSULT THIS ENGNRR.TOR 6•-0' 1♦ -B !'8 i♦ 12 l0 9 B e B 5 11 It 10 9 e 93!]? INSTALLATION INTO EDS WTM META.STUDS SEE SHEET 20. 14 a 10 D]3 5.3 J - 14 U 10 iV i 53 1 J t♦ Il IT a3 53 4 J. 3 4 11 10 B e 6 - - 1. 12 1.1 e 1 e m 5 >s 1• 12 To 1-1 e I 5 4 - (B) m EASING CONCRETE RLacN:(ASTM C-90) 1• 12 . -53 ] - - 11 12 1. 9 B e3 1-!4' 4 14 11 To e > 5 SAT 3 -1/4'1 TAImN:OR TAPCON W]M ADVANCED THREVDFORM TECHNOLOGY ANCHORS.AS MANUFACTURED'BY LEW.BUODEX. t• 12 L. a !' B - - 'i If .a e._ 11 Ii TO o ]3 SS 1 J -1/4'r 1-3/4'ALL POINTS SOUS-SET ARCUMM.AS DISTRIBUTED BY ALL PdNF.SCREW,BOLT a SRCYLTY COYPAVY. 14 12 ID a 65 4 - 7.13 V - a IS -11 10.5 ] 53 N J.S - - -1/4.0 BWE TAP,CONCRETE ANCHORS W/ICRP AS YANUrACTaim"BY aO, rASTDERS DWELT:INC. 1 12 10 0.S ] - 14.12 1 9 )3 asIl 9 T 74 I.] - -114.0 TAPER.ANCHORS AS LM ACTURED Bf POKERS FASTENERS.NG,AVD D6TT@LNmBY ALL PWt15 SCFXN,BOU a SPECALTY IS )3 53 1 13 9 ] •5 Col -OR MT'OTIER AP RCVFD LICENSED OR AITIOWED VTNOOR fSCSTnAm VWH ME AIERICAN SUTER SYSIEMS AiCOaATON.NC1412 10 9 B-13 - - 14.12014 I2 10 a 63 6 ]S NDiES1! tx W > a3 - - 1! 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