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Home My WebLink AboutProduct approvals, shutters L 0 D3Y O(D DCIS Home Log In User Registration Hot Topics Submit Surcharge Stats A Ricts publications Coot3ct Us DCIS Site Map Links Search Product Approval li ;k�a USER:Public User b P r Product Anoroval Menu>Product or Application Search>Application List>Application Detail FLFL12246-R4 Application Type Revision Code Version 2017 Application Status Approved I 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 caliexpert@aol.com I Authorized Signature Michael Heissenberg callexpert@aol.com i 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 Bilmore 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 Evaluation Report-Hardcopy.Received Florida Engineer or Architect Name who developed Walter A.Tilsit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received I Certificate of Independence FL12246»46 R4 COI EXPERT SHUTTER SERVICES DRWG 17- 244 CERTIFICATION OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Y...- ASTM earASTM E-1996,E-1886 2005 ASTM E-330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option D Date Submitted 0912712017 Date Validated 10,119/2017 r Date Pending FBC Approval 10/2512017 Date Approved 12/12/2017 Summary Of Products FL a 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 FL1224R4 i1 FXPERT SHt/TTFR SERVICE;1k:' DRWG 17- Approved for use outside HVHZ:Yes 244,PDE Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:+160/-160 Created by Independent Third Party;Yes Other:State Missile Level"D"grind zones 1,2,3 and 4 Evaluation Reports (basic protection only).Pressure rating: +30,-30 p.s.f,at FL12246 R4 AE EXPERT SHUTJER SERVICFS DRWG 17- 20'-0"span and+160,-160 p.s.f.at 8'-0"span with 1/2'Slip. 244 PRODLtCT EVALUATION REPORT-PDf See sheets 15,16 and 20 for additional pressures and spans. Created by Independent Third Party:Yes back illi! nnt.xt i s;;7C�Oi Plan 5tnnr Rare-Tai+artassrr fl T23nQ phone-65n-aR7-1A2a The State of Florida 5 an AAi EEG em;foycr.CoA<+dnt 2007.20:1 State of t'a-:da :;P,wacv 5tatgmrnt::Access-w,zy'trat"mPn•:;ReN,t'.S:diem nr' Under Fionda W v,CttV�i dddressCs ah:j'Y:}N.0 records.if rou da not want"O't a-md+!JCd'esa rCICpSCd nr rCsiv?ttse to u Pu{:Lt iCC.^ics rCQU+vi.do M1ot send e7Lctron,c na,t to Nis entity,in,t._aG.coma<t the ot!yr eY Pt+one ez yv trad:Gana!mail.U You ra+rc any quesimns,please tontati E}S0:i07,S34S.'#rr^%rant in Srt:�.t55;2:5i t}, Florida Statutes,er!ect,ve C–Dt*r i,2012.knees 4tecsec under Chapter 455,F.S.mast pnt nde the DePArinutnt-;r-an eman ddJtrsa if tfleY have GIC,The cma•ts wtiv4ed may be used(D:cnctal[t]nl5ttttl;x'?aL+dn rnth of 4'Cemee.tioh'ever em-aa wa rises are pu1YK remc,If YCu co not wisn to supptr a persoWl dd•'.."ttss,PieasC Pm—"de the Department WY:l an ernad adG ess r<nch cal De made ayaddve to file Puoz�c.To cetermine f yo,are a i<rr ee vnger Chapter a$g.Fs,.nrease ci;ck hi . Product Approval Accepts: Safe �,.rf Ti:t.,iflfrt Safe i GENERAL NOTES' 6 ANCHORS SHALL BE INSTALLED FOLLOWNG ALL OF THE R£COIAMEIDAMNS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. . • 1.NAUTILUS ROILING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.EQ. HAS BEEN 9.ANCHORS R£QUIRM FOR STORM BARS CONNECTIONS SHAUN BE AS SPECIFIED Of?APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR COMPLIANCE W ACCORDANCE WITH THE 2017 (6th EDITION)CF DIE FLORIDA BUILDING CODE -3/8'ost 1/4'CALK-WS MANUFACTURED BY POWER FASTENERS,INC. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICAh ZONES(wm-=E -1/4 ora/4'SOLID-SET MANUFACTURED BY ALL POW, INC. /BRGWARD COUNTIES). -3/8101 KW1K BOLT TZ MANUFACTURED BY HILTI,INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CCDE. -5/116'6 TAPCON MANUFACTURED BY ITW BUILDER,INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WKERE TH;si SIJUTTFRS WILL BE INSTALLED FOR A DIRECTIONAIJTY FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC UTA1VfU1A EDGE DISTANCE AND SPACING FOR ABOVE MIIVTICXVED ANCHORS SHALL 3E A5 INDICATED BELOW OR AT ABOVE MENTIONED SHEET. AND SHALL 1147 EXCEED THE MAXIMUM(AS.D.) DESIGN PRESSURE RATINGS LVaCATED ON SHEES IS THRU 18&20 Tim 26. EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL. EMBEOMW W ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY O.6 IN ORDER TO ANCHOR SPACING 0 iOOX EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 26. 3/8'c:1 1/4'CALK-IN 3 3/4' 4 112- 1 1/4'(3000 psi) NOT ALLOWED 2. IN ORDER TO VFR:r'Y THAT COMPONENTS AND ANCHORS ON THIS P.ED.AS TESTED WERE NOT OVER STRESSED, 1/40'0/4'SOUD-SET 3' 3 7/6'(3C00 p911 NOT ALLOWED A 339 INCREASE IN AL MEILE STRESS FOR WIND LOADS WAS HE USED IN THEIR ANALYSIS. FASTENERS 3/610 KW1K BOLT TZ 9' 4' 2 1/Y(3000 psi) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S.2015. 5/160 TAPCON XL 3 3/4' 3 1/8' 2 1/4'(2899 psi) NOT ALLOWED NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VE ROED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH 110.ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL.BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWII ON SHEETS TO. FLORIDA REPORT 1030.01-08 AS PER ASTM E 1996-05, E 1856-05 AND E 330 STANDARDS.QUALIFYING LOA 11, 110. 12, 17A 13 & 13A. INSTALLATIONS FOI MID ZONES 1, 2.3&4,MISSILE TYPE D AND ONLY APPLICABLE TO P.AS:C PROTECTION _KA9C BOLT 72 EXPANSION ANCHOR MANUFACTURED BY hTLTt,INC. INSTALLATIONS.AS DEFINED BY SECTIONS 6.2.1.1, 6.2.1.2 AND 8.3 OF ASME 1996 SEE SHEETS 19&20 -HUS-H SCREW ANCHOR MANUFACTURED BY HILTI,INC. FOR ADDITIONAL LIURATIONS, -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS,INC. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY(UNLESS OTHER'WSE NOTED),SEE SHEET 2. MINIVUM EDGE DISTANCE AND SPACING FOR ABOVE IVENTICNEO ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET, 4.ALL SCREVr-(EXCEPT DID RETENTION SCREW_©1 TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi EDGE DISTANCE AND EMBEOMEDITS ARE BEYOND ANY FINISH UATERIA!... EMBEOlAEJT O 100% WELD STRENGTH AND 90 ksi TENSILE STRENGRI CR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50018.ALL SOS,ARE TET:SCREWS MANUFACTURED BY ITW BUILDEX&SHALL COMPLY W/FLORIDA BUILDING GROUT FILLED CR CODE SECTION 2411,3,3.4. ANCHOR SPACING tS 100% EDGE DISTANCE G fOOX CONCRETE CONCRETE BLOCK 3/4'0 K"BOLT TZ 27' 9" 4 3/4'(300(1 psQ NOT W1D'AID S.BOLTS TO BE ASTM A:-307,GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS STEEL.WITH 36 W MIRMUM 1/2.0 MASK BOLT TZ 22 1/2' 7 1/2' 3 1/4'(3000 PSI) NOT ALLOWED YIELD STRENGTH. 3/8'10 KWtK BOLT TZ 6' 4 3/6' 2-(3000 PSI) NOT ALLOWED 3/8'0 HUS-H SCREW 4' 5' 2-(3C00 PSI) NOT ALLOWED 6,NAUTILUS ROLLING SHUTTER SYSTVA BEARS U.S.PATENTS 86,095,225 AND 07,409,980. 3/8.0 WEDGE-BOLT 4 1/2' 4 1/2' 2 1/2'(3000 PSI) NOT ALLOWED 7. A14CHORS TO WALL FOR SIDE RAIL SHALL BE AS FOLLOWS: 1/20 HA-11 MFEA!OR VZGE BOLT 6- 6' 3-(3000 PSI) NOT ALLOWED 5/8-0 HJS-H$DO OR V=SOLT 7 1/2' 7 11/2' 2 1/2'(3000 PSI) 140T ALLOWED (A)TO EXISTING POURED CONCRETE: LUN.3000 p.sO.COMPRESSIVE STRENGTH. 111,THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE 13URDING -5/16'0 TAPCON XL ANCHORS AS UANUFACTURED BY ITW BUILDEX. INC, TO PREVENT WINO/RAtN INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL ARCUND FULL LENGTH. -3/8'0 KWiK BOLT 3 ANCHORS 7S MANUFACTURED BY HILTI, INC. 12_IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO A1) MINIMUM EDABEOJEM INTO POURED CONCRETE SHALL BE' � INSURE PROPER ANCHORAGE THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE,CCNCRETE BLOCK OR WOOD FRAME BUILDINGS. EDIT 3 ANCHORS. NO EUSEDUM INTO STUCCO SHALL BE4 XL R CONSIDERED FOR 3 AS PAfFT6OF THE REQUIRED EMBEDUEVT. 13.THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A2) MINfMUM EDGE DISTANCE(ED.)INTO POURED CONCRETE SHALL HE• 14.LIFTING MECHANISM NOT PART OF THIS APPROVAL 4- FOR 5/16-d TAPCON XL ANCHORS&5-FOR 3/8-0 KWIK BOLT 3 ANCHORS.EDGE DISTANCE 1.5 BEYOND ANY FINISH IAATIP.tAL 15. (0)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVICE INFORMATION FOR A SITE SPECIFIC PROJECT,La WHERE THE SITE A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE POUND ON L0 DMONS OEVIATE FROM THE P.E.D. THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE VAGI STRUCTURE BEHfND SUCH PANELS, (h)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT.BASED ON THIS (B)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL:ASTM C-90 P.E.D. ETY D.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAAT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -5/16'0 TAPCON XL AfICHORS,AS MANUFACTURED BY ITW BUILDEX,INC. (e) THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. B.1) MINBAUM EMB£01MIT 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 ENoNEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF UNIT SHALL BE 2 1/4% RECORDEOR FOR THE PROJECT AND VMES O 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 THE REQUIRED EMBEDMDa, A DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT TO THS LATTER THE SITE SPECIFIC DRVMGS FOR REVIEW. 9.2)MINIMUM EDGE DISTANCE(ED.)OF 5/16.0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL.BE 4,EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL (e) EORDTHA SHALL ARED�E DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF &3)III CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VEN_ER OR PAVERS BE FOUND ON THE-EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE UNN STRUCTURE BEHIND 16. PRODUCT MANU -)GRIN:$ EAV'S170 „LABEL SHALL BE LOCATED ON A READILY IBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 9.9.3 Of SUCH PANELS. - FLORIDA bTJILDIQ�YA' 0 CAE:1 SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.92 OF THE-FLORIDA-BUILDOIG. (C)TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-FIR-SOUTH (G-0.36),DOUGLAS-FIR-SOUTH (G-0.46) OR 'eS. 9U411. ONLY BE USED TO SOUTHERN PINE#2 W/G - 045 FAIN. ,1i��►P,' J TN£STATE OF FLORIDA FLORIDA BUILDING CODE(Non high Velocity Hurricane Zone) -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY RW BUILDEX,INC. ; !• • OTTAWA er. Eto.44167 °�"""_°�` Nautslus CA)MINIMUM EMSEDMEIT OF TAPCON XL ANCHORS.INTO THE WOOD FRAME UNIT SHALL BE 2 1/4'PHYSICAL � _ ` It THREADED PEIEFRATION. ` * Rd1L&Ng S&nllerSpstem 08/24A17 NO EMBE i,(:HT IRO FINISH MATER(A.SHALL BE CONSIDERED AS PART OF THE REQUIRED DABEDMENT. .4, .� TL E C O tNe. •+NTE 9 �, �� EXPERT SHUTTER SERVICES INC. G2}UWW.UM EDGE OJSTANCE ED. OF TAPCON ANCHORS, INTO tV00D SHALL BE 2 11/4%EDGE DISTANCES TUIr TTsnnc a Ewcwl:ERwc C9uPANr �(� 0 '• esv n•.:t+s str sG uc ¢,r as a v+ea 1 6 S.W.MTUORE STREET BEYOND ANY FINNSH MATERIAL. � \� �._<miarl-Ism.r..,tc„�._,ss, 1 7-244 PORT Si.LUM TL 34984 ••'•••••• 6� (111 a-mni:uuweaa.com rNuar•fens)Tag-s o.TIM Ins)sn-sass OTUW916 w C,3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON SII)A1A••�(,� !E EB-0006719 z THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND -�7'-=i'n� 1!I WALTER A T4Lff x'PF SUCH PANELS. P.E. SF>alrl+RW96/DTE RORCIA Ua!"167 �n DIM I azs - -------- ------- #B #9 #lo - ]rrsrs—zs,r s --- #5 #ti #7 dvr f::m +'b .�� situ, crti J.o .s #3Rlk � � aw a,m lu.s s>a #1 #2 s7w ,.A2a• rws Lal mp.) : > ..+ DETAIL A s6eSTA{'LLS50RFLWA443 �pS H, � � Te'tl�s*WiJDTCI+.ACIOffTHN.:IU/10Fi(acfEw� ei2ry(4)kExlPJDl.Bil...q�ipRei5e.� ,m.asY a2AAr 9112S Fpas1 xe2s y - -- OPTION(MIIAN:OUTHIC1 OPTION#2 AVVIA54VO - Rt31]• 0.1.479' R'd1Y Rtd.E• L n , ,may. _ SCREW bPEfS: $$ LDET.c 4fOHrsrM`tEb.aS�Fr1 S(FcV! a8 a COATEDWDHAr4t%ER - DEran.•c ...I,. ,^=g ,k$ CHP=EEDrR:.E ANT ON L i COATP10SYSTMASUAIWACf= Qat. ,� BY"BELTCOATWG.LLC ^.° Fya 181A ATIOM MR WK. .Y.B• ,jot• diY - 1 \ OhTE a•A2]• � , '�• F+uo 1e88IO1BEt>AE8([L-'GSfq A9.] dJ4' L.ai'l � A SLATS 7m j22 jst i jail air ) ® STARTER SLAT TeALUTr 1MAuov ? 6Cf3T.A�OALLHLGa. t s:ALE:+/r•r ©BASESIAT Fy J161o!(afj DETAILI.B -- iaavTBAtw]�N(.uatvr SCAlfi:+?e1' 1 t d2S L20Y JAJING .0 t:eo—j ua 91st r" 'Z- ..cao NSEv cvs oN9 Hlum.x/s , ear• L .t:A• •124 5' +� .,M• H BUSHRmG SECS: � � � 8 o � i � l DE�Tr:ua�,• r a- t25� 5 TEnsaBSTREssArYE]asf�w OBUILD-OUT TUBE FLEXR7ALlfOQAl14690F .I23• '1.2613' 2A]C�A . TeALmAwAALLOY �WTa+IDs---Z^+• $ Q S^.AE trr•r n o tP'0 ©RETAINING SYSTEM:SCREW+BUSHING �+ J BUILD-OUTTUBE Et BUILD-OUTTUBE s�ueta.r OD SIDE RAIL * EOGMSALURIMMALLOY 6C8}TMAL1111911.I' 5^.J.tE:V!••t• .1741 PM}78 E:Ifr-NAACIAY SCSLE'+?=t• a 6CALE:tr•l' *NUsr eE ROAMED RY sHunER vmufAMAS TO ALLOW FOR A iMULIld +,mY �e• 1 0.030•CtVMCE BEMEEN SCREW HEAD AAD —1 i CAVITY WALL AT LION HUMAME POSIVOUS. T 2aa._ E3 BUILD•OUTTUBE IM3.10 ALNt,W W ALLOY SCALE t0•.r i 2w OH 114.0414•ITWIHUILOEXTEKSCREW jw CARSONSTEEL mUr.T' $ a .250• a OI 5116'0 RWIBUILDEX TAPCON XL ANCHORRB CAO!STEEL SCALE: !7 � - soca L_ lC{a•�J OK STORM BAR A,.........•.• - JO 318'0 HILTI,INC.KWIK BOLT 3 ANCHOR 608(•TBALUMMLIALLar-___ @4x7 MULLION,. CAracu ma sauE 11r."QF TRAPPED ANGLE © 46 MULLION G1 4x8 MULLION wst•TaAL(MmM¢ „••�(//� acA(E+r•+ GW,1-T6ALId "ALLOY 6MI-78ALLMIAMALLOY SCALE:rF� ✓'••. G08}T6 ALUWIIMNLOY �• FLORIDA BUILDING CODE(Ilion 8'igh Velocity Qarrimne Zone)sufe:.s•t• scue.sa.r •• ``2131'TLTE00 We. Nautilus ` Ere ' 44167 ? L`` RaWngS6uUerSys[amre/2+/T"E ; IL ECOane. EXPERT SHUTTER SERVICES INC. are TIW7 TCSTIHG k ENGINEERING COUPANT COMPONENTS ' �. �? .•.- AN R u,. 1626 S.W.BtTNORE STREET 17-244 ORl �` ''fJeslal,_+sz.r:IxSI]T,-t9, PORT Sr.LUCK,FL 74984 Q 6\ 171 a-tcat l2tewOea.eem Pxms(coo)749-tma.TAX(TW trt%- o f%IAa0a7 Ib _ •••••••• 1 ®-OOCfi7tS _ WALTM A. nrt i A7�p�i OA7[ FLOPMA Le,%f4r.47F ./ V- 2 or 2G i • f 14 14 1 i i 74 1s � • f I �. O 1 `• • 16 ,s • 1 SIDE/END CAP 10 2 HOUSING(BACK&TOP).040 THICK to ° 3 HOUSING(FRONT&BOTTOM).040 THICK 4 SPRING BRACKET sO .� 5 SPRINGASSEMBLY 6 60 MM OCTAGONAL AXLE + 4 ., 7 SIDE RAIL(MAIN SECTION) ..� 8 SIDE RAIL(COVER SECTION) M. { 17` 9 ALUMINUM STARTER SLAT .� 10 ALUMINUM SLATS 1-10 e 11 ALUMINUM BASE SLAT �0 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 HOUSING(BACK&TOP)FASTENERS 0a 4 16 SIDE RAIL(MAIN SECTION)FASTENERS �1 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE /0 22 GEAR-PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING - BOX& END CAP•&SSEMBLY COMPONENTS e�. f. Tr' ��,t•• NENIS(C•••.�. FLORIDA BUiLD'INO COBE(Non High Velccity Hurricane Zone) !!0.44167 ` %= O 3017 TILTECO INC. Nautilus L'�" RolUngShatterSystem re/z4/1 EXPERT SHUTTER SERVICES INC. �� TIWt TESTWO e;ENGINEERINe COUPnt 0 ?�� jp' .4,t•:'sap`�a1� css N..:.rv.�sr..7c5 lscva urru.n.sure 1676 S.W.80.TU0'nE ST2E7 17-244 ...•e )»1-Ivo. PORT ST.LUCK.r,..75984 •"..... 1 -m¢J;cit—ccalcom DPAWW6 N• w`` t7/ 1 1111 Ee-0006719 ' (500)Tag-9C0.rIX 22197 WALTER A 7411T Jr.P.E 1'•a 1' P.E. s�iRE/DATE RDR.TIA 4c.9 44187 . SNEEf 7 Or?e 80X 6Y/6 & Y/7 - -- BOX V/9 K F)AR �y V/9 K REARLy /6 & Y/7 -- - - — T END CAP END CAP END CAP END CAP y SLATS - SLATS z SLATS QTS d� SLLATS 04 SLATS SLATS C f 5C P SLATS tl/ rr,� � 7g SLATS 8 al 8 SLITS 0/6 0/8 0/8 0'/e 0'/8 0 7 SLATS SLATS w B S�7S D ; SLATS D (Typ. Ea. END) (Typ. Ea. END) SLITS SLITS A " A t0 (Typ.) 9tD (Typ.) SLATS I SLATS II I STORM BAR SPACIN / B Y/6 & Y/7 (SEE SHEET 22) V'9 / DY/6 & Y/7 `J w �j V 9 Mea.SLAT SPAR 1 T•'- '(SEE SCHEMES ON SNEErS 15 ^s0) MCL SLAT SPAN TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS saEwLEs c+SHEET 15) NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL SINGLE UNIT ELEVATION W,/ STORM BARS N.T.S, NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHLTT rER HEIGHT: * CASE /; 9107TER KIGH7 EOUAL OR LESS THAN 11'-0'APPLICABLE TO INSTALLATIONS W/0 STCRV IFS,W//STORM BARS OR W/STORM BARS&MULLIONS W/HEIGHTS UP TO 11'-0'• (aj CUP.TAUI SHALL START'W/at SLATS AT TOP, FOLLOWED BY 92, 93......THEREAFTER,ALL THE t'tAY D07RJ.EALH SLAT 9 SHALL CONSIST OF MIN.FVVE(5)SLATS OF THAT SLAT NUHBE-R.PROCEDURE FOR ADO=SLATS DOWNWARD BELOW 91 SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.OUANTTTY OF FINAL SLAT NUMBER -a ISTALLEO BEFORE BOTTOM-SLAT BOMAY VARY WITH SHUTTER'S HEIGHT. .'��a Trt�T-•. (b)BOTTO±A SLATdMUST DE ALWAYS INSTALLED. 11,��•.\CjENS ✓�L: E V �C ** CASE 2;SHUTTER HEIGHT LARGER.THAN 11'-O'APPLICABLE TO INSTALLATIONS W/O STORM \�, 1 ` •ti••• - FLORIDA BUILDING CODE(Non High Velocity Qurricane Zone) BARS AT[0.y/OR W/0 IAULUONS W/HEIGHTS LARGER THAN 11'-0". f No.44157 02017 T93Ec0 NC- 1 11¢r (a)CURTAIN SHALL START yl/it SLATS AT TOP,FOLLMED BY 92.93,.....THEREAFTER,ALL *: * �T Nautilus Le- Sy THE WAY OOWX EACH SLAT AT SHALL.CONSIST OF MIN. FIVE(5)SLATS OF THAT SLAT _ Ro1141g S5¢TTers[em re/24/17 NUM2SP..PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE �O:� \ '� G C CO..1tTWUEO FT UNTIL 910 SLAT IS INSTALLED.AER 910 SLAT IS INSTALLED,ACOM34AL 910 =9 �, L •A4�� TIWT TESTING&ENWNEE(NNa CaMPANY EXPERT SHUTTER SERVICES INC. ..(ATS!LUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. �Oj �V T'; \�L\ ens na xu.a.4..m vwcra we�NL n MI. 1826 S.W.IrLTDGRE STREET ...... TL we. c_)_.vo.ry:t>r mn-v PORr ST.LUCK,FL x98,4 17-244 (b)BOTTOM SLAT BOMUST BE ALWAYS VISTALLED. �' ''S�ONAIL IT" e-®-_�7 9_rom 1eoo1 T.9-,�,.rAc mn e11-o °NAA"Q1G w t WALTER A TLLUT h.P.E. °•a P.E. SEAL/ AZURE/DATE "RIGA L's.B 44167 n aR sxttt 4 OF26 - ----- ----- -- --- ---- - ----- Dex.LTUll1#1 SPACNG w-1/10 OR w-2/11 OR or`V��- --40 -- (111 SCHEDL E —_{ G or© or Q? ©W-3/12 OR W-4/13 Gar or -41 ON SHEETS 24,25&26) D W-1/10 OR W-2/1,OR Mex.STORM GAR�AaTLC U=MIAL�N SPACI G K ®REAR �G or or W-3/12 OR W-4/13 aox (S¢SC 1 LE oN SI,LLT 22) ( sa ARE ( v/9 (T�a DN SHEETS 24,25&26) BOX I END CAP iY. I I l 11 --- (T1 1 I I I1g1 1 I I I( SLATS I I I I I SLATS I II 11 #2 I 11 II I I 11 -SLATS I 11 I I SLATS I II 11 I II II I I I l l $3 m I 11 11 SL SLATS suns j 54 ,y N 1 8P/ I I P 8—'CP 8 I I ga a I l l SLATS Y N SLATS I II II za N17 I II 11 "j I I I 11 b5 t7 N I I I 1 1 is 11 1 1 SLATS N p N I I 1 I SLATS i I I I 5 in 0/8 I Q B + I I I SIFTS 5 y p o, Q/8 1 —0/8; I I SATS II II y0 1 II 11 5o Y I 11 11 07 1 I SLLATS g v A I I SLATS o (TYP•) 1 R 8 I I R 8 0 0 N (Typ.) 1 R B I I R 8 z 1 I I or 1 1 or=`� , �, I I I or I IZ or S N i t I I L 1 1 SB R'/8 I I R'/B�SL\� _N R'/8 I I '/8' sots y I 1 1 11 - D N � R/B , LI D j 1 i t (TYP• Eo. END) Of i 1 1 i i (TYP• Ea. END) R/g i i R/g ss°L9ATs I R'/8 R/g SLATS I I 11 ( or I I or 1 1 i or i i or I. 1 R'/8 1 1 1 n R'/18- 11 R'/g u n 1 1 I P 110 I I I I I I -6to 1 I n 1 I c+ II t I SLATS Y I I ++ SLATS ++ + i/,o oR yr-2ji,�R MAX STCR APAR SPACINlww-3/12-1/10 ORW-2/1I OR IWW- -3/12 OR W-4/13 (T ) (SEE SHEEP 22) OR W-4/13 I V/9 (TYP•) Max. SLAT SPAN I Max. SLAT SPAN Mox.SLAT SPAN Max. SLAT SPAN Mox. SLAT SPAN i Max. SLAT SPAN (5:E SCHEDULES 0;1 � (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (S«SCHEDULES ON I SHEET 15) SHEETS 15 & 16) SHEET 15) SHEET 15) SHEETS 15& 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION *, ** TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/O STORM BARS W/ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: CASE 1; SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0'.APPUCABLE TO INSTALLATIONS W/O STORM BAITS,W/STORM BARS OR Y!/STORM BARS&MUWONS W/HEIGHTS UP TO ll'-0'. (o) CURTAIN SHALL START W/B1 SLATS AT TOP.FOLLOWED BY Q2, @3......THEREAFTER ALL THE WAY MIN, EACH SLAT j SHALL CONSIST OF FIVE(5)SLATS OF THAT SLAT NUMBER.PROCEDURE MR Q...........'••"•_ ADD-q-,SLATS SH TS DOWNWARD BELOW§1 SLAT ALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS IGR A, COMPLETFA.OUANIRY OF FINAL SAT NUMBER INSTALLED BEFORE BOTTOM SAT QB t.IAY VARY WITH �,��•••. �2✓.. SHUTTER'S HEIGHT, 1\� �;''.l`'EN,.•'n (b) BOTTOM SAT&RUST BE ALWAYS U+STALLED. ; FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone) J1• 4167 4 02017 TILWM INC. LTIATIN Ir: *Z CASE 2:SHUTTER HEIGHT LARGER THAs I1'-0'APPLICABLE TO INSTALLATION W/O STORM BAR AND W/ � * * Nautilus Lc' MULLIONS W/HEI-GHTS URGER THAN 11'-0'. TKIRolftgrs Her5ystain Ce/2s/17 (o)CURTAIN SWILL START W/g1 SLATS AT TOP, FOLLOWED BY#2, 03, .—THEREAFTER ALL THE WAY •�� IL E C O nNe. EXPERT SHUTTER SERVICES INC. — DOYR4. EACH SAT®SHALL CONSIST OF FK(5)SATS OF THAT SLAT NUMBER.PROCEDURE FOR Oji•'•., O • \ TIILR TESTING R ENGINEE111NG COMPANY ADDING SLATS BOVO4WARD BE'LO'W Q, SAT SHALL BE CONTINUE UNTIL Q10 SAT IS INSTALLED.AFTER - T s+.a..xe, xvA cwto6 n avcs 1628 UCIE.FE STREET 17-2¢4 �({A �\.M T r.w:(xS y V..ruo. Lsexnr-.9+ PORT S.W..Wr. MTI1 R. TREE 4984 #10 SAT IS INSTALLED,ADDITIONAL¢10 SATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER y V� �A`1G T111\1 e-mo1�L�e�co0'BLrom "CIE.lao T�e_sA:a,rAx: 1721 eTr-020 mhvm N. HEIGHT. M ua WALTER A Tun Jr.P.E. (b) BOTTOM SAT&B MUST BE ALWAYS INSTALLED. P.E. 5 'GNATURE/DATE nowOA Lie.y aa1s2 n•i SxEET 5 OF 26 POURED r-5/16.0 TAPCONS XL W/2 1/4'Min. YXI'XI/6OR 2-X2'Xt/6' 5/16'0 TAPClX15)[L W/ 60' 1/4'CX3 4 Ira BUHDIX TEK SCREWS CONCRETE EMBEDMENT& 1'O.O.XO.OGALV. ALUMINUM TUBE 2 1/4'LGn.EMBEOMENT REOT) STEEL WASHER O 24'ac. W/ 1'D.XOD60"LDE)(GALVANIZED STEEL & 1'0.0x0.060-CAW. % 2 XL W /16 MAPCONS XL W DILR? WASTER O 24'o.a. STEEL WASHER.0 24'ox. Q 0 24 o.c. POURED CONCRETE POURED CONCRETEOR GROUT FILLED I OR GROUT FILLED + �, CONCRETE BLOCK ' CONCRETE SLACY. WALL fiEOUIRm, - WALL REQUIRED, O ��.✓J/ ; 1 i t -----_---- EDGE 0 1l� EDLE OF If GPE 4Ua , M M OPEtGNG I EXtS11NC �I 0 i ExtSTl.G I 1 G�LAS�s��9 GLASS--'! BNO) (END) (BEYO•:0) I S:c ANCHOR SEE AIXHOR / s / E _ SCHEDULES-I N SCHEDULES ONN SEE ANCHOR F s Sti£ETS iB, t7 SHEETS 16, 17CC SCHEDULES ON CCw'^ &1B & 18 y o SHEETS 18, 17 A & IB 1: /' II s Min. SEPARATION ,Ain. SEPARATION Win.SEPARATION jj S II TO GLASS s TO GLASS I; ❑w TO GLASS i DMOR s (SLE SCETIMUES, EiMMOR (SFE SCHEDULES, 1. EXTERIOR �„ (SEE SCNEDULES, oN SH_..r 15) ON SHAT 15) j � O,T SHEET 15) D D QE E1 0/8 0/8 0/8 / 0/8 o/8 �I ; 0/8 POURED CONCRETES 'I / POURED CONCRETE I t OR GROUT FILLEDf1 n OR GROUT FILLED , CONCRETE BLOCK 1 POURED CONCRETES,. rf )' CONCRETE BLOCK ' WALL REQUIRED / OR GROUT FILLED .� WALL REQUIRED. , CONCRETE BLOCK WALL REQUIRED. I 6 CF OEDGE IN OF / 0O QE RUG I� ii , Z'.�.i______ D / D p 2 1/16" MKL E.0 / k / !! / MIN. E 1 1 t/2-X1 1 2't0.D62'.CGiIT.ALUM. 5/16'o TAPCONS XL yl/ -=f ANGLE W/5/16'0 TAFCONS XL Pi/ PQt1RED CONCRETE 5/16b TAPCONS XL W/! j ALUM.ANGLE 1/4-Min.EUBECMENT / 2 1/C Min,EM5EOVE.tT 0 24'o.c. (1•C-3 Iasi M'm,)REO'D. 2 1/4',f,n.EABEOMENT 0 24'o.e. 0 24'o.e. — WALL MOUNTING FLOORICEILING/TRAPPED MOUNTING BUILD-OUT MOUNTING .• SECTIONS -- ., FLORIDA BUILDING CODE(Non High Ve,ccity Rurticone Zone) 02017 m1Eco INC. NautilusDOM INSTALLATION DETAILS ON EXISTING POURED 4416T ` _ Lc- 17 CONCRETE -OR GROUT FILLED CELL CONCRETE *_ '''' IL EC o INe. RoQIngS6vHerS�sEltm �- A'. ,Q' �• 71Lt17 TESTING 3 ENCiNE[RINC cO�PANI' EXPERT SHUTTER SERVICES INC. BLOCK BUILDINGS goy' �QT�1j�t� w ; 6^Su M R Ts Y6 mL�CNm4n 11"° Wi ST-Bll`K..OREE TRE 17-244 /."•'', OII.�•.•' \ Rw:t] )W-,110.fo:(J0.W-W- 19 SCALE 3/16' 1' =FP�•.... G,��`1\\\ °-vw®e.�r000LXom nvs:txa)r.v-vxe.r.Y:0>s)an-w:o owwc ro WALIER A ml/T Jr.P,Eont Xn /DATE momm L;,-IF 44167 »n. . SHEET 6 6r 26 -- --- MST=Y.'OOD -DdSTtt:c WOOD- 5/1vo TA.nCOrs YL Yr/ s/sfi a TAPCO:G zL W/ 1RUSSE5 OR PAFiETRUSSES OR R}fTEa 2 1/2-6Cn,PF9.TTRATICt1 �2 1/2"V:n•PQIETRADON 1'.111/8'CR /4 .3/4'RW eUtL£X 111.1/9 OR +/a•0.3/c•RW eIXlDIX EA15TceG WOGS IA t'OD..O.O60.GA V. EXSTL`5 W000 h VC.O.O.000"GAV r. 2-,2-.1/8TEK SCREWS W/ 1EE:SCREwS W/ ' 2•d'd/8' -TRUSSES OR RAFTER, Ski WAS O 24'ae. -TRUSSES OR RAFTER STEEL v1ASI cR O 24.0.4 A�'VINUM TU9E 1.0.0.0.060"GAL%%N ED ALW7'NM TU6E t'O.O.O.OEO'CALVAMZED STEEL WASHER O 24•oc. STEEL WASHER O 2{•P.4 I 5/16-0 2 1 2-.XLH! 5/16"o 2 te/2Ca XL •� W/2 1 Y IGn, W/2 0-7R N n FQ: N PERET'i+AT1a1 i O 2t•o.c. O 24' (2)2•.0 OR (2)214•OR r.8•COW.- 216•cart (2)2'.4•OR I (2)2'.{'17 wrooD HEADER WOOD HEADER 218 CtMT REMSED REQUIRED �I WOOD HEADER Y1000 HEAOER I. REOUREO `\ REDUIRED n E.•`CE 0 m - EDGE 13 ECCE I M 3. EC �I GPQauG i M OPENING M aPENNG U $ LFQUNO I M o EXISTING I D y CLASS G t 1 9 cGLASS c E]OETOOR GLASS-"G O(IBiOR 6E1roND;, j � Of�sOR (BEYOND 1 z (eEvormy j o (9MGNDy j A A � t ®°R 3 I A 33 �oa 3 a b I M'n 5 2 214'OR an. 214•CR 4F?APAT#N (2)2•.a•r. 2:G•CONTE. I (2 216• TO GLASS = g 2'.6"CONE. 1 To ct%SSN iia $o°O sslm ro kr -1 hT.vN00 I (,^,v.s'04t0..4E 01 , A y 7:OOD STUD f (SIE W[DIAE W i O 16.D.0 1 ( W s LTU?O/8' i gm 2» 3' O 16'O.0 O.C.U9•X. REWZEO. A '� u;n, VAX.P.EOlRREO JILT 20) VA1L REOUGGD ¢ (SFE SNErr t� SGHcD9J E r SEPARAr.OR (SEE sH T x°) �+ (SEE SHEET 20) k' '0 40) l I Ck8 TO VASS SHEET 21 2 0 (Sm 13 aRE UI 1 1 Yn ska 20) JE 1 O/8d/8 , d/8 SEE ANCHORS I((x)2.aOR I .,.SEE AuCNORS E 1(2)2A6I SLHIDULE 2 T CHEWLECart.WOOD ON 9•EET 21 GGR� .11ON SHEET 21STUDO 16• CPQ1 I :•? I I B 0.0 VAX. 1 I B 1 SFE ANCHORS �1. REOURED. I 1 ` E•0• I 1/2•.1 1/Y.DA62' (SEE SNEET 1I E 2".a'A.C62'.CONi. r`) ON H 2t wC0'R.ALU4.ANGLE 20) V ,• _E ALLAH.ANGLE 6/16'0 TAPCONS XL F 6/16b TAP==S XL W/z 1/2'M;a 0/8 0/8 W/J.E2 1/2-W% I PaRAT as ( 0/8 I 0/8 \\ O 2t'o.c. 1 Zit'OR 2•.P: O Tt'P.4 2•a•OR 2i6� \. I 1 HtLN 21a'OR 2i6� �'� 2'e4•02 2'. i I E7USTJM'hYAO CONE.WOOD IXEiTIN'G t100D COfrt.WOOD COlIf.WOOD 1 EXISRI:G W000 CGNT,ri1ooD 111 GMK OA EOTTCM PLATE GFlY'.OR BOTTOM PLATE DasIINO woco COTTON PLATE DECK OR 9OS70o1 PLATE CatCRETE 5;A8 REQUIRED DECK GR REW+RED -CONCRETE SLAG 6 CONCRETE S1A9 RE©lfaRED CECV'OR SLAB (SEE EO `^�.� RECUatEO. (SEE SHEET 20) �R StJF£A (SEE siEEf 20) 6 MCC OD. (SEE SHEET zO) REWrRE71. (SEE S1{E[T 26)• L F AFiW' WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUIL"UT MOUNTING SECTIONS Y-Y - INSTALLATION DETAILS ON EXI&TIti.G. WOOD BUILDINGS 11�. •"VCEIVgF••.✓q AEA ti FLORIDA BUILDING CODE(Non High VeleGty Hurt(tOOe Tarte) .44167 ' A"16r s Ot01 TILTE�INC."� NautilusLCL *: RoWngS6nHerS tem 06/24/17DATE �' •• �•;: ��` TRUT TESTING a ENGVIEERING COMPANY EXPERT SHUTTER SERVICES INC. 1AP.a-:.Ya ww.�uXo n U-1. 1626 S.W.earuoRE STREET 17-244 (1mpr1-1=. .(xs,-1ST, PORT ST.LUCIE.FL 74'994 UL--rW - GRAVING No /OVAL�� ,,�' E8-0006719 0.r �.rt'a)7A9-_6.FAfL•E112 e;-c l AL WALTER A-gO ff Jr.PE. P.E. SEAL STy RE/DATE FLORIDA UP.A 44167 A•n SM[Ef 7 OF 76 W..ED. POURED CONCRETE E.D. O ED— CURED D OR GROUT FILLED' F I ORO OR j POUtiID OCR ,f CONCRETE BLOCK l COt.tRElE GR POURED (SFE_EDULES ON (SEE SCHEDULES 0:1 CROui R„c^ \ ISEE SCHEDULES 0:4 CONCRETE OR 1OaR J CONCRETE 0R . SHEETS n 1e) stiEE1s n a:1s) IX ccN�aETE BLOCK SHEETS n 16) caour c1uED—"''� K (SEE SCHEDULES ON CROUT CONCRETE BLOCK —,\ 17&18) BLLOCK� A z 7 0' H * \\\\ \ s N\\\X ®a'o.G OA Ordt E1 2.s.e 3.452 2• A E2 Da g z z z oR, A D u n. H H -SLI E. 1/2•.V< o a'o.c. D 1!z'.1/< D SECTION W� STORM BARS OR 1/a'SLIP D 1/2•.1/4' 0 4'oe. FLUSH MOUNT (WALL) OR ,,B OR 1/a•SUP (PLAN) TRAPPED MOUNT @UILD-OUT MOUNT SECTION P—P (-- BUILD-OUT MOUNT 3/+g•-+• SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS Sri 1/4•-,- G G 011, G oR© OR G n ]]][ H A ;'.— __-______.7 t_ ___ i � x.750• � G<'O.G H H # H A H H ii B a"(1cj! t A .\1W. .c\ R/ c. ©e'o.a G 4'o.c. A j A oR 1/e sttP D SECTION Q'—Q' (PLAN) 1/z —/<• ,lz=.—!< ,rT v< ,/z v< ' � fft1,12.T/4- OR ;/< ORIENTATION #1 1/6•SLS' CR 1/a•$UP D CR i/a'SLIP OR 1/B'SUP D ((�}i OR t/6•SUP OR i/E•SUP© WALL MOUNT END MULLION SECTION Q—Q (PLAN) SECTION 0—Q (PLAN) SECTION R—R (PLAN) \�� SECTION R'—R' (PLAN) H ORIENTATION J1 ORIENTATION 12 ORIENTATIONS 11 & 12 ORIENTATION #2 A G a•a.G OA WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION z INSTALLATION DETAILS INTO MULLIONS G,G1,G2 \EOIscaE ,!<'n+' D oa 1/8 sua ca i%8)/SUP(2) 2'x4"OR2'x6'STUD F0. (2) 2"x4' OR (SEE SHEET 20) (SEE SCHEDULE G 2"x6" sru0 I L 04 SHEET 21) ALTERNATIVELY TO�, A (SEE SHEET 20) (SEE SCHEDULE MIN. 1/2" 1/4"0-200/4" S.S. M.S. 1 ON SHEET 21) PLw�000-� , W/ NUT MAY BE USED SECTION Q'-Q' (PLAN) MITI. Lir FOR THIS CONNECTION ORIENTATION #2 PLYVIO/ 1 , 11�\ WALL MOUNT END INTERIOR MULLION (C!_IOR E3 1.750' 3.290• 2.OR t• \J : a' SER A.T�1. H D ,/2-i/<• .1 H `�� C S` ;✓.� FLORIDA BUILDING CODE(Non Hlgh Velocity Hurricane Zone) OR,/a•SLID O.C. ,/2• T/4• O ° "0Dc20To oc.`O 44Nautilus FLUSH MOUNT (WALL) BUILD-OUT MOUNT Ro171„gSbnHerSpstOm 09/24/n Q � a.>t —O' (PLN) EXPERT SHUTTER SERVICES IRC.SECTIONS 0' US,a..RM A LM.xa.YXNAO t1 S1t69 1626 S.W.En.TUCRE,STREET 17-244 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS =s�aNgL�t�`�',1�''' WAIJER Ra a Uff Jr. En P i�°�7 -_ r c 1�'-�° =Avnmr R° cur Ip-"' P.E.SL.11 GNATUREJDATE [LORmt Ltc./441s7 naa r sus, a av2s -- - --- -- --4 1/2' Min. E.D''-'-f—3' " 1/2' Min., E.D FOR 3/8.0 CALK-S!ANCHORS R (4) 3/8.0 CAUL-IN ANCHORS OR - -- ----- - - - -- - ----------- S• Min. E.D.-----�{ 3'Mi.. E.D.=FOR 1/4.0 SOLID-SET AUCHCS (4) 1/4.0 SOLID-SET ANCHORS OR Nin, E.O.��..1J 'Mtn. E.O.---I'--F'CR 3/8'0 KtSVC EMT TZ ET?P:w'LN A.KHC;S (4) 3/8%K61K 6OLT TZ EXPAVXII A%VaRS OR (4)ANCHORS- PER (4) 5/16.0 TAPCON XL ANCHCRS I. 3- I- STORM BAR CONNECTION, 1/$-Min. E.D 1/8'Min. ED FOR 5/16.0 TAPCON XL f,% !ORS 5/16-0 TAPCONS XL W/ / SEE TABLE 2 ON SHEET 23 ECCE OF SLAB EDGE OF SLAB2 I/4' S 1- (Typ.TOP da BOTTOM) IF Al rLY.IJ-Li'I G App BLE .Da Q060'CEM STEEL WASHER O 24'C.C. Damn 4'Min. 2' POURED CONCRETE tl 2 O O PCURED Cot.'CRELE 2LUMINUM"ANGLE (6.63-T6 ALLOY) t c 3 K;i)5'min 2' A O (2)1 4' ANGLE EA,SIDE W/ (Ne IF Keo S'mtn. ( SC 1/4'0-14x 4'ITW UIlDEX TEK THICK REOuiRID ` I 5/16'0 TAPCONS XL THtCt:f�WiRED � SCREWS TO STO !A BA4d n W1 2 1/4-Mn. / ,/ 5' (Ty0•TOP k BOTTOM) g I I EMBEDMENT k O 1 O.D.x0.060'GALV. n I i STEEL WASHER OSECTION S-S I 11 I I 24'G•e• n 2- A A Box n I I I YACNt.'E ScRr•ttw n I I I I EUSED fD amwa on ,i I n I I A• �Ga T'0m. FOR BOX ,I VAND ZONE-+� - I 4 I I '• e 1-3 t u I I I 1 DETAILA tl 1 I I 1/4'0-20 OR 3/8'0-16 MXRINE SCREWS USED JOWLY W/ 2'Min.FOR G I I t SEE STEP 3 ON SHEET 14 FOR SPcGA.. z 1/4'0 x 3/4'SCUD-SET OR 3/8'0 Y 1 1/4'CALK-IN ANCHORS VAND ZONE^' I TREATMENT FOR W140 ZONES 1 THRU 3 < N o.w '1.11n. FOR --a I R�rECTIVELY SHALL BE LEFT TOGETHER W/ANCHORS AT THE TIME a 4 u I 'n�' STCRM EA--ARE REMOVED.(SEE DET.A). H EXTERIOR z t Llin, I- 1-3 t u SEPARATION TO 1 STORIIf BAR CONNECTION. GLASS o 2•Min. FOR D I A u I 1 SEE TABLE 3 ON SHEET 23 p(SEE SCHEDULES ON In o Y1ND ZONE--': i BROND [(T),P-TOP//d BOttO; ) i4^HEETS 15 k 16) Iu (2)3/8'0 CA.!K-IN ANCHORS OR ETRR '0 SOLD-ST NOR SEPARATION TO ( i jS"--4" GLASS (2)318'0 MYIK BOLT TZ EXPA.'7510' D a(SEE SCHEDULES ONI':. A AttCHORS OR SHEETS 15 & 16) II (2)5/16'o TAFCO.7 XL W:CHGPSBEYOND EwrnncEMOR GLASS ' ' ' ' "(6063-T6 ALLOY) A ALUMINUM ANGLE EA.SIDE W/ GLASS p I I S1 $� ` (2) 1/4'0-14x3/4'ITV/�IRBEX TEK { Fl I n 5. SCREWS TO STORM BAR V n I , (NP.TCP/BOTTOU) I I i DTP.TCP/80TTW) (Typ.Top tt BOTTOM) li 1 0 ® 1 ® a A e SECTION S1 -S1 (rtP.TOP/pocid)O I I (TEP.TOP/li'JTTCU) . . 1: 2 1/16' 4 Mfn.% R I POURED CQNCRcIE /MIN. EDE.D. h 1 1/2-a1 1/r.0.062-.CONT.ALMA. (t'c=3 ksi) 5'coin A.NC-t£W/5/16'0 TAPCONS XL Y!/ I THICK REQUIRED 5/16'0 TAPCONS YL W/ , -F 2 1/4'Min. EMBEDMENT®24'o.c. 2 1/4'Min. 11 pip, ;- - - 24 WALL MOU EDGE OF SLAB POutan�'� I I EDGE OF SLAB , -1 (1'-3 tat) K FPt�CA�E \\ VC�+Ijs'•:`�.� FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone) IF APPLICABLE I G'rra.TKcx REWO 1--4 L 2'0n. E,D, 1/2"Ain. F-D i FOR 3/8b CALK-IN WHORS • aVaN ert L-3- � 0eon nLTEco c+c. Nautilus --3-Min.EA• �3•Min. E.O. I FOR 1/4.0 SCUD-SET ANCHORS ; �'�• '44167 l��,utlius LC' 1--•4-Min. EA, Min. E.D.�FOR 3/8.0 MW BI^LT TZ FXPANROW ANTHOn I -p} # p RollingS6utterSgatem 08/24/7 L-3 tf8'Min. E.D -3" 3 1/8"tAin. E.D.--}--FOR 5/16-0 TAPCCN XL P%CHoRS 9O C L G C 0INC. �� .!a •. \\ TILUT TESTING h ENGINEERWG COMPANY EXPERT SHUTTER SERVICES INC. � \ - (r \ ...,N•. P-0...ta. crus,n Mua 7626 S.W.li'LiNCiE STREET )]-ZQ4 - an••'•.......��\ 1t\\ wo.i(m,> I�-I 94 j'-,:1, Ro 2.POW TST-M rL.(M 4 NAG GRAVING Ire FLOOR TO CEILING/TRAPPED AND WALL MOUNTING:STORM BAR `^J -s� NqL E t —.1 SECTIONS V ' W&TO A TRIn 4r'67 SNLET 9 arta P.E.?Mlt TURE/GATE TLOMA jr f a4ts7 St7.lE:3/16" 1' a -0 KVIK •- 9'Ulm E.D. MLn. E.D. AOR(1) 3/4 END VANDBOTE TZ OR MULLSION 2' 1 1 /2' -- --�y" �---1 1/2'------- ONS ©6•®(ORIENT TION #1)AND END MULLION Gt (ORIENTATION #2) - - 3' .�. 3. FCR (2) 3/4'0 MIAK BOLT TZ EXPANSION G �— Min. E.D.— Wn. E.D. ANCHORS 0 INTERIOR MULLION (ORIENTATION i#2). 1 v h EDGE 0E SIu13 r i T� EDGE OF SLAB v \ �� 3"x3'x1/2"z0'-6" 4" I t L t I I I H�aPPUGL4IE 6- (6061-T6 ALLOY)I 11 i Alum.ANGLE EA.SIOE W/ q ('x3 'xl/2'x0'-4" (2) 3/4'0 TRU BOLTS 6061-T6 ALLOY)Alum. TO MULLION G 6 1 1/2• POUR€D CONCRETE 6 I ^ ANGLE EA SIDE W/ (2) (1) 3/4'0 KVAK BOLT TZ 1 (Pe- 3 k91 Lin.) s 3' {T9] 3/4-0 THRU BOLTS 70 1 1/2' EXPANSION I ANCHOR 1 1/2' 8'M'N1.THNCK REQ'O. 6 J MULLION P& (1) 3/4b W/6'Wn. EUBEOMENT s EO.-►I--EQ. IORIK BOL TZ TZ EXPANSION 1 1/2' T8 POURED CONCRETE ANCHOR W/ 6"Min. (Typ,TOP&BOTTOM) E EMBEDMENT TO POURED 1 CONCRETE(Typ. TOP& 6 BOTTOM) ExLsnuG—'n SECTION X1-X1 W/n # ALTERNATIVE SECTION X1-X1 W/(G)* GLASS Ixn. (END & INTERIOR MULLION) END INTERIOR MULLION oN n G OR (4/ ORIENTATION 0 i) YORIENTATION 111 2) qqq (6"x4") (4"W) tl 4 j5" 1 1/2' 2. - 1 1/2 (6061-T6 ALLOY) S ' �— EX010R Alum.ANGLE EA. SIDE W/ p '(2) 3/4 0 TH U BOLTS -p�- y 3' 3' TO IAULUON & J Z (1) 3/4.0 KWIK BOLT TZ G 1 G) EXPANSION ANCHOR `® 0/8 or ti I 0/8 Or IN/ 6'Lin. EMBEDMENT TO ' POURED CONCRETE (Typ. 4-EXTERIORi 4" (0(TFFM z R/8 or R/8 or T0;,& BOTTOM) R'/8 n R'/8 G) 9" EXTERIOR ev o I 1 t/2' 1 1/2- � e 1/2• 1 1/2" Xi 1 1/4" 3'x3'zf/2"x0'-B'(6061-T6 ALLOY) 13r"x3^xI12"xO"-8*(6061-T6 ALLOY) (IYP.TOP/110MIt u I (�-TEPA Alum.ANGLE EA SIDE V!/-(2) 3/4'0 )0 Alum.ANGLE EA SIDE W/ 2) 3/4"0 THRU BOLTS TO MULLION(GI)& (2) I, EQ.--i--EQ. 1 1/2" THRU BOLTS TO MULLION & (1) 3/4.0 KWIK BOLT TZ EXPANSION I e 3/4-0 KWBC BOLT TZ EXPANSION I. 2" 2- ANCHOR W/ 6"Min. EMBEDMENT TO ANCHOR V!/6'Min. EMBEDMENT TO ti POURED CONCRETE(Typ.TOP & J 6 3POURED CONCRETE(Typ. TOP& 1- SECTION X1-X1 W/ # BOTTOM) BOTTOM) POURED CONCRETE / rc = 3 ksi Min. (END MULLION ONLY (INTERIOR MULLION ONLY) / ( ) ,(END & INTERIOR MULLION) 6'Mtn.THICK REQ'D. # (W/ ORIENTATION # 1) ALTERNATIVES SECTION X1-X1 W/ I I t I I t 1 E{YE OF SLA9 ELS` ,al '' .1-3 IIF APFUCAELE (8 X4") P ORIENTATION 2) G tP7iNYK7.E I t FOR (2) 3/4.0 KWIK BOLT TZ EXPANSION -Mfn. E.D. "Mtn. E.D. 4 ANCHORS O INTERIOR MULLION - - -- - -- ! (ORIENTATION ®2). ,F�► RAR>r 'AND BOX NOT SHOWN FOR CLARITY Ndin. E.D. ( Min. E.D. i FOR (1) 3/4.0 KVOK BOLT TZ EXPANSION ,11 �^+'—e'�., - ; FLORIDA BUILDING CODE Non Hi h Velocity ANCHORS O END AND INTERIOR MULLIONS CC ( g y Hurricane Zone) ©&® (ORI ATION #1 &J2)AND Q •• • 02017 TL1EC0 Inc. • oquw Ri: END MULLION Gq(ORIENTATION 82) •:' NO,44167- : Nautilus �- FLOOR TDCEILING/TFtAPPEDMOUNTING:MULLIONS(G OR Cot �� HoMayShuttorSyatom 08/zy17 SECTIONS W-1 p i 1LTEC01a1:. CAM O,n � TILUf 7ls7wc a Exw11EERwo cowpu EXPERT SHUTTER SERVICES INC. we``�S URIC �Q,,,i `� ii ssyn„ui°«o°a "-w,i" 1626 S.W.13ILTMORE vaxE POR i r.LUCF-En-34984 l as0 17 w4� END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ip �� ,1 `^DEB-OOC6719 SCALE: 1/8'= 1' P.E:2C ,••jy WAL'�w tur,dr.v.E ua FL0gC1 l:°./44167 SNLEf to OF 76 - :-�,-� 4. — -- - U!n. ED. Min. ED. S4)ANCHORS 3"x3'x1/2'x0'-4' r-2'1 (SE'z SC'LD'JLE j r(SEE SCHEDULE @1)'] ISEE SCHEDULE #1) I (6061-T6 ALLOY) Q<.EE 1�4�utlu©(4ifEF]CR)&G,(E"D L•11iTERiOR)TAAP�tD MOUNTED II(R!!0'S EDGE OF SLAB EDGE OF SLAB '0 3' Alum.ANGLE EA SPAY COVERED BY SCHEDULE IV FOR U19ALIATY�4 CASES L la&R ON%W IF 4pPMA:'a1 I IIF APPUCABLE I I I SIDE W/(2) 1/2-0 1401 3' 25. + 1 ORUUBOLT�1 (LILTED LOAD,WIWMJ SPAONG MO SPNI ItSTAMON). .� \� L INiT/UAYt(ffg I -RESE3M AND COVUERIML AFPU ATIONS WITH f60_8 T— G 4'EXTERIOR pad.L'MVUU ASD.DESGN PRESSURE PATIM u I x xPOURED CONCRETE 3-3-1/4-x0'-B• i i 12'-0-IAAKMIPI MULLION FA IG. p 3• SEE SCHEDULES J1&12 FOR ADDITIONAL SPECS. u (te-3 ksi lcn.), (6061-T6 ALLO'O n SEE SCHEDULE #I. Alum.ANGLE EA. SIDEI f f/2' B'EXTERIOR I&I(LA (GL£h-RMEN X AND COvtts_RDA.AFPLL'ATION W/f60.8 W, D W/(2) 1/2-0 THRU G1 VAXIUUM A.S.D.DESIGN PRESSURE RATV4.Ir-O' D BOLTS TO MULLION© 1 1/2' MAXVUU MIUON SPACING. OI r-6• SEE SCf-UULES#I&/2 FOR ADDRIOIUL EPECS. d w EXISTING--l'' I ALTERNATIVE SECTION X1-X1 W/(G7* I,601LU I I dX Q-CCaV:R'A1.APPU=fl FCR 1100.0 paf,IIODUU ASD. c+Jss n 1. I 1 1/2' PAVIGP�SEE PRESSURE 11 4••Ji FCR i WILION vi o n LF"`' I OR G1 1(4"x6" INTERIOR MULLION ONLY W1 ORIENTATION # 2) 1 t/2• SPECS. 5 (2)ANCHORS 2,,2. 3'x3'x1/4'x0'-B' 1 6---j 1 (SEE SC1!ED1LE J2) p (6061-T6 ALLOY), I ALTERNATIVE SECTION X1-X1 W/ (GD* € Alum. ANGLE EA. IDE FZ p a I W/(2) 1/2'0 ITHRU ON o BOLTS TO lAULLION (4"x8" INTERIOR AND END MULLION W ORIENTATION 1 �e I i E ® v G T i i 4. SCHEDULE +1 _ R a w Q/8 or �� Q/8 or i i EXTERIOR MLN,sus ,RN EDGE a y R 8 Or c R 8 Or I ' fU SES ON THI&NFSS ANCHOR TYPE&SIZE(TVP.TOP&BOTTOM) E�8CD4�'C",,°RR DISTANCE FOR / / (4) ANCHORS REQ'0. ANCHOR 3w RF 8 n R' 8 (SEE SCHEDULE ®1) I I 1 V2' 3/870 HILT INC HUS-H SCREW&3/8'0 POM1ER FASTENER / 0 / 1 1/Z' WEDGE-BOLT ANCHOR FOR©&®(IN11MCR)MILLIONS 2 1/2' 6 1/2' P W/ORIENTATION 02. FB- --"' * I 4' 1/2'0 HOLTI CHC HUSH SCREW&1/2Y POtF.R FASTENER E ALTERNATIVE SECTION X1-X1 W/CG_� -EDGE-SOLT ANCHOR FOR®(END&INTERIOR)MULLION 3. 6' W/ORIENTATION/1. X1 X1 (4"x8" INTERIOR MULLION ONLY W/ ORIENTATION # 2) 1/2-0 HDTI INC kW BOLT TZ OCD.Y FOR@)&®VTERIOR TGE/ Trca): TC, MULLIONS W/ORIENTATION`2)&®(END UUUAON W/ 2 1/2' 5//2• VW, c (IVES /p EOv) ORIENTATICN 01). F 3'x3'x1/4-x0'-8' is 4' 1/2"HILT'IVC HUS-H &_V2'0 POWER FASTENER c I I (6061-T6 ALLOY)Aum. WEOCE-BOLT ANCHOR FOR G&0(END OR INTERIOR 3• g' 3. ANGLE EA SIDE W/(2 1• MULLION)W/ORIENTATIONS 1 OR/Z. 1/2'0 TH BOLTS TO - -- © I INC Kwx BOLT MULLION Gt WO SL W/ORIENTATION f2)&©F(EID & ON Wim/OR 3 1/4' 7 Q'2' t /rORQTArM/1)./I'EOCE OF SLAB (x`) 6.6•��QR H 6• 1/Q211Ef'80 T FNQIOR"SE E OR 100E /2.0 POWER F1�N ELI OF SCAB I IIF APPLICABLE EET 25.VAUD FOR END&ONTERIOR MU=M&&g 3' 6' L1EM E D. I_-. )Ain. E.D. �II /ORIENTATIONS/1 OR 12. 9 APPLY.AELEj(SEE SCHEDULE 91) (SEE SCHEDULE Q1)-1 (a) ANCHORS .POURED LO:CRETE (SEE SCHEDULE(I,) a ------ Q� ANCHOR 1• SCHEDULE 2 SEE SCHEDULE y'1. 1 1/2' 4'--ice-3- INSTWIL w" �ES ON TH EOO.WIN'SLAB ANCHOR TYPE&SIZE(TTP.TOP&BOROY) MIN VENT DISTANCE FOR ALTERNATIVE SECTION X1-X1 W/_�* REO O. AHU/0R - FLOOR 70 CEILING/TRAPPED MOUNTING:MULLIONS n OR( .•' - - L Fa t n s. 5/8.0 HILT!INC HUS-H SCREW&5/6.0 POWER FASTENER 2 1/2• --7 t/r- WEDGE-BOLT ANCHOR. — - - SECTIONS W 1 (4'x8' INTERIOR AND END MULLION ONLY,. I ) 1 _ FLORIDA BUILDING CODE(Non High Velocity Hunfeone Zone) END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* ` O2°"�""°'"` 4 No.4416T •T = Nautilus * APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS ' ^� 4. �� RoiiinyShMt&rSyafeAn 09t"117,a� �� T E C O rl1,c. DATE SCALE. 1/8-- 1• n 9':� '4�: TIWT 7097170&ENGWE[RING C04PANY EXPERT SHUTTER SERVICES INC. O�•{ 144,� HILI Nu.xa n sw�m vaw vzos n ssue 1626 S.W.BLLT40RE STREET 17-244 _ ..' �y nw:(xaiaT.-.sm.fu:(raUm-IST, PORT ST.UICFN FL 34984 • SIDE RAIL DQ AND BOX NOT 'FSS G��IIIt "Ok Ut...A °OI,— Pxo -(JGO)749-94'.6•FM("2)01-09" DRAWING 11e WALTER 19 TRLH Jr.P.C. SHOWN FOR CLARITY A P E. _ ! /DATE FWMA U4 g 44,67 A SHEET 1""26 EDGE IF APPUCABLE-N 2"xMULUON OEPTHxt/B'Cont. -- -� ----_---- - --- -- --- - --- - —- - -�---- -- ,*�� \ ALUM. TUBE(TOP & BOTTOM) W/ 1/4-00/4'ITW BUILDER TEK SCREWS 6'0 TAPCONS XL W/ 2 1/4' W/ I.O.D.x0.060'GAVA.NIZED STEEL 7 3/4' WN. ED. 2 t/6' \ Min. EMBEDMENT 0 24' o.c. WASHER®24'ox. Min. ED 1' ♦ i i /2t 1 t ' \- 1 /.`1 EDGE IF APPLICABLE� 4" EDGE I:APPLICABLE 1 COD[TIWOUS POURc�� I 7 3/4" Min. E.D. 2-\ 2•KCK _ 7- CONCRETE(fc=3 ka VA) \ t0" T- 8'fSn.TREO'D. \ i 2" \ 7 3/4'J1M7n�, ED. 2 2--{ \ 1 END CAP2' \ 1 POURED CONCRETE 7 I/4• I I (f'c = 3 kEi Min.)--��♦ POURED CONCRETE fad,c D, \� EQ.�-E0. I 8" Min. THICK REO'D. \ (f'c m 3 kci Min.) T] t•EXIE7flOR Sod4. 1 B" Min. THICK REI'D. MOM T_ G1 R i I 2' 42" \� GORG1 2- OR4- GOR G@N ® 7 3/4' LGn. E.0:'- 2Q/8 of o Q/8 of 7 3/4-Min. E. _ 4"x4'x3/B"R/8 of a I R/8 Of 8"(6061-T6 A!lOY) (6061-T6 ALLOY) R' 8 W 1 R' S GLE EA. SIDE. EDGE IF APPUCABLEf Num.ANGLE FA SLOE. zv / / EDGE IF APPLICABLE J zP ®M I I D (WALL MOUNTED SHOWN. MAY BE SECTION X2-X2 W/n OR �� ALTERNATIVE SECTION X2-X2 W/n OR�# z , GL 55 -y ALSO INSTALLED TRAPPED MOUNTED �y I 1 (END & INTERIOR MULLION) v ® PER SECTION R'-R' ON SHEET 8.) (END & INTERIOR MULLION) _� I (PJ/ ORIENTATION # 1) (W/ ORIENTATION # 2) —� 1ti776'\\\\ �I (4"r.6" or 4"x8") M-IM ED , t.1 1/2"x1 1/2NO.062"xCONT. ALUM. (6"x4" Or 8"x4") 7 S/4" _ ANGLE W/ 1/4"0x3/4" ITW BUILDEX GOY.E.D. \ TEK SCREWS 0 24" o.c. TO TUBE. wN.1E.D. 1 i i/2- *P j' CG'`ITINUa1I � SIDE RAIL©NOT SHOWN FOR CLARITY 5 OURe'D� i 1 . I CO1:CtT`fE(fc>3 1m LGn.) fi Un.TH GC REO'D. \ 1 X2 1 mPXW1 , 1/2" JBo�I 7 3/4' 4 24'x3/B'x0'-t0-(6061-T6 ALLOY)Num.ANGLE .WN. E0. -EQ EQ- EA. SIDE W/ (2) 3/4.0 THRO BOLTS TO MULLION C.1 �Tx/A & (2) 3/4.0 KWIK BOLT TZ EXPANSION ANCHOR 44L'1�;�•�},OENS•�'•,9 > FLORIDA BUILDL`IG CODE(Non High Velocity Qmricone Zone) ` .,�\♦\♦� W/ 5' Min. EMBEDMENT TO POURED CONCRETE J S 02017 rLTECD OIc. WALL. (IYP.TOP& BOTTOM). NO.44157 ? Lc. EDGE IF APPLICABLE-" Nautilus CRAM�' RoREngShufferSyarem ce/24/I7 WALL MOUNTING:MULLIONS (G)OR(GI -p ��S F I L E C Q m-- D+re POURED CONCRETE WALL 9 '•. �( �� TILUT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. SECTION W-2 �_04G`' U +� TAS` �+ �°i, !"<b4, ss u 1626 S W.ELTDCFE SIAEET 17-244 END&INTERIOR WALL MOUNTED MULLION INSTALLATION =`� �S/o �� 1j, ''� WALTER 9 'PORT -' '"°"°°" ¢9I SCALE: 1/8' t. P.E.S'tyNAfb E/DATE FLOFMA L's.Q 44167 m,s-o., nv„ . SKEET LI OE 25 1/4'0x3/4'ITV!GUILDEX TER SCREWS EDGE IF APPLICABLE EDGE 1F AFPLICABLE� Z"xMUWCN DL-PTHzt/b'Cont. V!/ 1'O.D.x0.060•CALVAWED STEEL T +. ` ALUM.TUBE (TOP 3 BOTTOM)Vl/ WASHER©2q'o.c. I -^^- q• �,`\N I \ \\ \ \ 5/76-0 TAPCONS XL W/2 7/4" ECG£IF APPLICABLE 7 1/2" Min. E.D. 2,t 2' 2 1/2" 1_ 7 1/2" Min.E.D ` Min. EMBEDrAENT 0 24' a..c./ tf'N,£A, --t 7 1/2" Min. E.D. 2" 2.. 2" 1 7• 1 �_._•__ 1 1/4• \ I ` 1 2" POURED CONCRETE ( POURED CONCRETE (('c3 kgi Min.) 9I ' ( \ / (f'c = 3 ksi Min.) a� IOR 6" Min. TRICKINESS 3 /2 \ EKTFRIOR 6" Min. THICKNESS REO'D. t/4' I - I REO'D. �. 2' �OR GO z" G1 CCEN41NU0U5 POLED-� I E0.—EO. I' 4. END CAP Lf 7 1/2 CONCRETE re-3 W Ihn \ 7 1/2'tin. E. . 2" Min.ED. ( ) I 7 I/2" Min.E.D. �, 6.64n. THCKNESS \ q" 1 ' 4'x4"x1/4- __ 4"x4'x1/4" (6061-T6 ALLOY) um,ANGLE EA. SIDE. RED. I . 6061-76 ALLOY) �OR G1 EDGE IF APALICABLE Alum.ANGLE EA.SIDE. EDGE IF APPLICABLE_ T tl I Ex1ER1oR ALTERNATIVE SECTION X2-X2 W/Q OR(GCS * ALTERNATIVE SECTION X2-X2 W/ CGCG* L2 (INTERIOR MULLION) (END & INTERIOR MULLIONS) o ° I I 4 ORIENTATION ® n I W� ORIENTATION Ham2 1) '� R/8 or u IQ/8 or+1' R/ar (4"x6" or 4"X8") (8"X4") JR"/8 u 0 SEE MAXIMUM Q(INTERiOR) &®(END & INTERIOR) WALL MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR (VIALL MOUNTED SHOWN. MAY INSTALLATION CASES I' & II' ON SHEET 25 16IIEE ALSO INSTALLED TRAPPED (LIMITED LOAD. MULLION SPACING AND SPAN INSTALLATION): GI ASs11 ItlOUCITED PER SECTION R'-R'ItON SHEET 8.) INSTALLATION CASE I' - RESIDENTIAL AND COMMERCIAL �I ' APPLICATIONS WITH ±60.8 p.s.f. i Mn,£.D 7• �7 1/2"xt 1/2"x0.062"xCONT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE 7 1/2" 4 ANGLE W/ 5/4"6x3/4" ITW BUILDEX RATING, 12'-0" MAXIMUM MULLION TEK SCREWS ® 24" o.c. TO TUBE. SPACING. VALID FOR CONNECTION TO - -�_ T 5/4• CONCRETE W/ HILT] INC HUS-H OR POWER FASTENERS WEDGE-BOLT ANCHORS. ® 3 1/2" 13 1/2'6• X2 I I I X2 INSTALLATION CASE Ir — COMMERCIAL APPLICATION FOR ±100.0 tis/) TaPTop/1)(170m) p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING. 8'-0" ITS s 7/a• 7 7/a• MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO PCUiZtD ` I �- NumCONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. 7 1/2• -EO-?-EO 1-4'.4'x7/4"xO'-6"(6067-T6 ALLOY) .ANGLE bttd. ED. CCNC� MULLION (rc=3-W ' EA-SIDE W/(2) 1/2-0 THRU BOLTS TO MUON L�i.•Lj "t&n. THCKNESS\ tc (2) 1/2'0 K'M BOLT TZ EXPANSION ANCHOR "p.•.... •.SIDE RAIL G NOT SHOWN FOR CLARITY -------------- - ---- - - \p.EO'D. -� W/3 1/4' Min. EMBEDMENT TO POURED CONCRETE •(C7�1�• WALL (TYP.TOP k BOTTOM). ,' �� .'••••Cj�,�`••'••. -" FLORIDA BUILDING CODE (Non 81gh Veloeity Nufricane Zone) Ebc£I:APPLICABLE-/ r�� WALL MOUNTING:MULLIONS CG)OR 05� 4Q167 0x017 TIL1ECO uR: Nautilus CPAeN er POURED CONCRETE WALL j �c Q .0�,�•••—..'.FR��••,. .� 111\` �",uaM�.�a.,C�NG.IN.�ECcR,I�NGn COYnPxNY wze:c eia)TRoIIngrShu(m IL % te)zeSTy ,semCa/24/17/2/SECTION W2 L ECOme. �T` EXPERT SHUTTER SERVICES INC. i , 28 S.W.S 0.1,- E STREET OEND&INTERIOR WALL MOUNTED MULLION INSTALLATION LUT TESTMG w: m � y, PORT ST.U1-cet - -cm uuWM Ise APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS I I''14(rIURE DATE NN.TEtL�A •.9'r.P.E. SCALE: 1/8'= 1" ��/FJf / nnaa tc I"I �� an�,.e, n. sx¢T tuor as -- --- -- - -4=-- ----- - - Min. E.D. Min. E.Q, cOR (1) 3/4'0 KWX BOLT JZ EXPANSION Z j ANCHORS 0 END MULLION 3'x3"xt/2'xO'-4' •---t- �(ORIENTATIONS #1 & ¢2). (6061-T6 ALLOY)Alum. 2, 7i 2' W-. I-D.7 Min. E.D. _ FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION ANGLE EA. SIDE W/ (2) " ANCHORS 0'INTERIOR MULLION® 3/4"0 THRU BOLTS TO 1 1t/2" (ORIENTATION 92). MULLION & (1) 3/4b KtflK BOLT TZ EXPANSION t EDGE OF SIA T-= iiTZ EDGE OF SLAB ANCHOR W/ 6"Min- 7'r APPLICABLE t i i t t 1 t � RED hr EMBEDMENT TO POURED �i PLH A9LE CONCRETE (Typ. TOCP& BOTTOM) G2 7' EXTERIOR POURED CONCRE71J 9 L (t'e a 3 icst Min.) a 3 8"Min.THICK?'c0'D. 9 I 9 i q , � 3. p ! rt I I 2'-r2" ECf5T173G� I I I-E"� i w GLASS SECTION X3-X3 W/ 6# z m Hm. 1 I (END MULLION ONLY) Ia ry ( GEXTFRIOR 1 1/2' 1 1/2' LVI/ ORIENTATION 11 7 1/2' 4, 1 1/ 4" ro I (7-W) cs a gN e 3. 3" I� 018 ca riaI EIMOR Ga .� ETROR 7 1/2' =Pis 1 1/2. %2' 3 1/2' 1/2' X3 X3 7' 23x3-xt/2"x0'-7"(6061-T6 ALLOY) /r.3"xl/2*xO'-7'(6061-T6 ALLOY)(tPTT/aaTlcv) I Alum.ANGLE EA.SIDE ri 2 3/4-0 Alum.ANGLE EA. SIDE Yt/ 2j 3/4 0 / ) s t THRU BOLTS TO Ml1LL10N & THRU EOLTS TO MULLION ., & POURED CONCRETE (1) 3/4'0 KWIK BOLT TZ EX ANSION (2)3/4"0 KWIK BOLT TZ PAHStDN c If'c = 3 ksi Mtn.) - ANCHOR W/6"Min. EMBEDMENT TO ANCHOR W/6"Min. EMBEDMENT TO 3' 9 1. 8"Min.THICK RFO D. POURED CONCRETE (Typ. TOP & POURED CONCRETE(Typ. TOP& BOTTOM) BOTTOM) (END MULLION ONY) (INTERIOR MULLION ONLY) EDGe`.cF SaAa t`.I I ',,; i l t IFOGE OF SUBALTERNATIVE SECTIONS X3-X3 W/ G?_ ff- ir,APPLICABLE M11 ORIENTATION L2) y FOP. (2) 3/4"0 KR1K BOLT 1 2 E AMSt0N x"""..-. ('r"X7°) M..ia. E. _, ' Min. E0. ANCH0 S 0 INTERIOR MULLION Q _ t,. A.TI SIDE RAIL 0 AND BOX NOT SHOWN-FOR- (ORIENTATION --- - - - - ------ --------— g2). § ....... jA:_ -7 Min, CO. ' M n. ED. t� CLARITY. FOR(1) 3/4'0 KWIK BOLT EXPANSION �.��..•'�Q7�S�''•,T - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane) ANCHORS® END MUWON W (ORIENTATIONS jFt & t72). ' 140.44101e= 02077 nllEco 97C. Nautilus ' FLOOR TO CEILING/TRAPPED MOUNTING:MULLION G? � � RolTingShnHerSystem ee/zyn SECTION W-3 _ �L E tNc.C 0 o►" =per .::'�M xi2°.AM r1 ssmm EXPERTSHUTTERSW. ILICRE SERVICES INC. 17-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * 10 T'' t�`, .l 1"2 071-CM �� ' ��4 n7 �fj1T E9-OOGfiT19 SCALE: 1/8'- 1' 777'7711 wHARAA Ut%44167 SHEET 72 ai 25 / P.E.SEAL/SIGNATURE/DATE O SEE MAXIMUM Q(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Min. EA. Min. E.D. COVERED BY SCHEDULE lb' FOR INSTALLATION CASES I, Ia & 11 EDGE OF SLABf_(SEE SCHEDULE#1 SEE SCHEDULE #1)—LEDGE OF SLAB ON SHEET 25. IF APPLtv^A?LE / IF APPUME (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION CASE 1 — RESIDENTIAL. AND COMMERCIAL APPLICATIONS WITH ±60.8 p.s.f. MAXIMUM A,S.D. DESIGN k 3" 3"x3'xt/4"xG'-7' ) t' PRESSURE RATING, 12'-0" MAXIMUM A POURED CONCRETE (6061-T6 ALLOY) -5" MULLION SPACING. n (('C= 3 kat Min.), Alum.ANGLE EA.SIDE LE #1. W/ (2) t/2"0 THPU n SEE SCHEDULE #1 FOR ADDITIONAL SPECS. © SEE SCHEDU M BOLTS TO fAULUCN IF 3" ui INSTALLATION CASE la — RESIDENTIAL AND COMMERCIAL APPLICATION t+ W/ ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN EXISTIN6_..--1I ?" EXTERIOR PRESSURE RATING, 8'-0" MAXIMUM MULLION CLASS G3 SPACING. u' I" t I/Y SEE SCHEDULE #1 FOR ADDITIONAL SPECS. M:n. ® E+ G3 t 1/2 INSTALLATION CASE II — COMMERCIAL APPLICATION FOR ±100.0 p.s.f. e 1 7' MAXIMUM A.S.Q. DESIGN PRESSURE RATING, �r a EXtERIOR (4)ANCHORS—^--/r 8'-0" MAXIMUM MULLION SPACING. SEE (SEE SCHEDULE 01) ��+ n SCHEDULE S FOR ADDITIONAL SPECS. zy �rz j Q.�8 ALTERNATIVE SECTION X3-X3 W/ G3 PJ ORIENTATION 2 SCHEDULE J1 (2"x7" lMER10R MULLION ONLY) MIN.SLAB MIN. EDGE INSTALLATION THICKNESS ANCHOR TYPE& SIZE MIN. ANCHOR DISTANCE FOR CASES REO'0. MIS. TOP & BOTTOM) EMBEDMENT ANCHOR �", • SIDE RAIL C AND BOX NOT SHOWN 3/8"0 HILTI INC HUS-H FOR CLARITY. 1 4" SCREW. 2 1/2" 5 1/2" r 3/8"0 POWER FASTEUEP. XNil 9 WEDGE- BOLT A11CHOR a (TfP.Tcc/ccncu) TOP/MrIc1l) 4" t/2"0 BOLT TZ Z INC KWIK 2 1/2' 5 1/2" i II 6" 1/2"0 HILTI INC KWIK 3 1/4" 7 1/2` POURED CONCRETE BOLT TZ 3" (f'e-3 ksl Fin.), I" SEE SCHEDULE #1. EDGE OF 51A3) I EDGE OF SLAB IF APPLIC48LEI IF APPLICABLE teLR•E.D. j Min. E.D. (SEE SCHEDUL-#I) `(SEE SCHEDULE ()JI)" - -FLOOR TO CEILING f TRAPPED MOUNTING:MULLIONS 03 R A.TSL - ------ -- -- ----- SECTION W-3 t,t�':�F (/T'•. FLORIDA BUILDING CODE(Non Htgh Velocity Hurdcene 77, ) No.44167 02017 nLTEco am. Mawr+Irr; Nautilus (y INTERIOR TRAPPED MOUNTED MULLION INSTALLATION q•: RollJngSHaKOrSysfam CO/24/AT p: nua T;`c E GINEONG COMPANY EXPERT SHUTTER SERVICES INC. APPLICABLE TO ALIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS - o pp ,!' ```\\`� �'�«::L>m9At t �"E tees S.W.eaTNOaE STREET 17-244 PORT ST.Z j4�� . ... \\ a--a:G t—ftW.<om Pxtt+E:laa�1 laf-5636 E fK:("2)871-cmn Aww NO SCALE-- I/8• t• �'t;� �' f1f WALTER-UA.TLLIT fir.P.E. ovam. mea arw,mr fu[ I �'Lpl/DATE PLORCA Lk.P t<te7 an.stir, n i~ SxEET itAOi 26 EDGE tF APPLICA3LE 2"xMUWON DEPTNx1/8'Cont. �\ .�•\\\\� ALUM. TUBE(TOP & BOTTOM) W/ 1/4"tlx3/4"ITW SW DEX TEK SCREWS 5/16.0 TAPCONS XL W/ 2 1/4" W/ 1.0.0.x0.060-GALVANIZED STEEL 2 1/6- Min. EMBEDMENT 4 24 o.c. WASHER 0 24-o.c. - 7 3/4- M . E.D buu' E.D. 1 1 EDGE IF APPUCABLE� 1 1/2- \ + ,...� 7 3/4'T E.D. 2---! ( ( G2 2` \ ! / 4- CONTINUOUS POUREED (2- 7- CorkCRETE(£c=3 ksi Ma} POURED CONCRETE8'Min,TIKCK REVD. j (1"c = 3 kat Min.) T(OR 8" Min, THSCK REO'D. >El END CAP 4,I 7 3/4- NOTCH WEB M'n, E.D. E0.--EO. I 4" (TYP, TOP/BOTTOM) 4" ! \ 2" 7 3/4"1Xa. E.D. � 1 y- 4`x4"x3/8' (5061-T6 ALLOY) ue1� 0 Min. -AkI I tum.ANGLE EA.S'DE, R 1 —` 'n " (WALL MOUNTED SHOWN, MAY BE ii---- E EXaSTutG a ALSO INSTALLED TRAPPED MOUNTED T ._- GLASS �a EDGE IF APPUCABLEI � I PER SECTION 0'-Q' ON SHEET 8.) 2G2 a I _ DaERIOR SECTION X4-X4 W/ G7 ziQ I (END & INTERIOR MULLION) o (W/ ORIENTATION r 21 Q•/8 (4"x7") g- Mn -D _1' 1 1/2"xi 1/2"x0.062"xCONT. ALUM. = SIDE RAIL*NOT SHOWN FOR CLARITY 7 3/4' ANGLE W/ 1/4"00/4" ITN! BUILDEX MEtt.E,O. \ I TEK SCREWS 9 24" o.c. TO TUBE. ( 1 1/2' s \ I 7• CriCRUCtS PCUP.ED--,\ 10" 6( CONCRETE(Cc=3 ksi Wch) ! F 8-Min_THICK FVC--0'D.X4 X4 \ I Y 7rP.t;7f}RGa) 1 1/2- 1 1/2 MIN. ED, \ 4".4'x3/8"x0'-10`(6081-T6 ALLOY)Alum. ANGLE �,''�(,4 T�A `� EO EO SIDE W/ (2) 3/4'0 THRU BOLTS TO MULLION ,••'•GS�•''•,:7••t. FLORIDA BUILDING CODE(Non High Velocity Hurticane Zaac) 4• & (2) 3/4'o KWIK BOLT TZ EXPANSION ANCHOR W/5`Min. EMBEDMENT TO POURED CONCRETE , 0761714.'fECO ING xum�tT1: 4416 *' Le- EDGE IF APPLICABLE WALL (TYP.TOP & BOTTOM). � _— �au�iluu� ca/24117 WALL MOUNTING:MULLION 67 — TL iE cI�O iNc. am POURED CONCRETE WALL EXPERT SHUTTER SERVICES INC. `1 ,..�nv,sm a.ns ss,vx.•w wawa,n.auu 1626 S.W.MP10 E STRM 17-244 SECTION W 4 +�O�FOS�••1''��V';1111,, vim. � �o°6°is T n-A. a a-m PwT ST.=E o (n)e4i1 mro durwc N. END&INTERIOR WALL MOUNTED MULLION INSTALLATION WALTER A TILLIT h.PX SCALE.1/6"= 1' P.E. S' rA'K/1J�/DATE FLORMA lie,d 44167 I m Law. SHUT 13 6C 20 ESE tF APPLICABLEEDGE IF APcPLICA$LE� 2"xMULL10N DEPTHxi/8"Ccnt. —— ALUM.TUBE(TOP& BOTTOM) W/ 1/4'0x3/4'ITW BUILDEX TEK SCREWS \�o \\ 5/16"0 TAPOONS XL W/ 2 1/4' W/ O.D.x0.D60"CtLYANIZED STEEL \ y Z- \ Min. EMBEDMENT 0 24" O.C. // WASHER®24"o.c. \\\ 4 3/6'R17n. E.D. 4 esaa. E.D. f , CONCRETE( POURED 1 I ( � CONCRETE(Pc=3 4s M31) � 2' i 3 T/2' N B"Min. THIMESS OWN 7 1/4' ✓i 1/a ED.S�� \�� ;i4 3/8' Wn. E.D. ESD CAP Cwn--'T S POURED 6 Z CO,,.cFoE(re-3 tI mn.) 0 8`&�i.•1 TKCKI ESS t" i T sr REO'D. R MIn' I 3. EDGE IF APPLICASLE– n o # n SECTION x4—x4 w/ Z z n I (INTERIOR MULLION) 11 (WALL MOUNTED SHOWN. MAY (W/ ORIENTATION2) EXISTING 11 I BE ALSO INSTALLED TRAPPED GLASS 1H f MOUNTED PER SECTION 0'-0' f ON SHEET 8.) q E)0ER€OR ©SEE MAXIMUM Q(INTERIOR) WALL MOUNTED MULLION SPAN tet, COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES i' & II' ON SHEET 25 (LIMITED LOAD. MULLION SPACING AND Q'/8 n `I Q'/8 SPAN INSTALLATION): f INSfAUATION CASE r - RESIDENTIAL AND COMMERCIAL I M;n. ED 1 i 1/2"xt 1/2"x0.062"xCONT. ALUM. APPLICATIONS WITH ±60.8 ps.f. – ANGLE W/ 1/4"6x3/4" ITW BUILDEX MAXIMUM A.S.D. DESIGN PRESSURE rra ED. t TEK SCREWS 0 24" o.c. TO TUBE, P.AT€NG. 12'-0" MAXIMUM 1AULLION SPACING. VAUD FOR CONNECTION TO i ® CONCRETE W/ HILTI INC HUS-H OR X4 POWER FASTENERS WEDGE-BOLT y/2- i (Tm.TCR(EQITou) ANCHORS. INSTPLIATION CASE W - COMMERCIAL APPLICATION FOR ±100.0 {y 1' I p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" t 3/8' r— (2) 3/8"0 KW1K BOLT TZ EXPANSION ANCHOR MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO Mzu.E.D. W/2' Min_EMBEDMENT TO POURED CONCRETE CONCRETE 8'// HILTI INC KYAK HOLT TZ ANCHORS. WALL (TYP.TCP & BOTTOM). _ - EOOE F fPPLCABLE CONTINUOUS POURED - �,' QI A.TIC SIDE RAIL DQ NOT SHOWN FOR CLARITY — -' CONCRETE(fe=3 W±Fin.) �y�'� 8"Min. THICKNESS REO'D. �T .• GEN8�c''• FLORIDA BUILDING CODE(Non Btgh Velocity Humcone Zone) WALL MOUNTING:MULLION �i3� 02.017 TLTECO LIC. POURED CONCRETE WALL p1o'A4187 Nautilus SECTION W-4 1, * ''* cwmLQ Rowngs6Ytiorsystem 0e/24/17 IL E C O�Ka. oaE * ' 9'' �`� TILLI7 LEST NC a ENGINEERRiG GGYPA,Ir EXPERT SHUTTER SERVICES INC. d INTERIOR WALL MOUNTED MULLION INSTALLATION e o •. E t ?�' a ;� �, „� � ,,=c 1620 S.W.MLTU.CRE STREET 17-244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS .'cSlONA1� �``tt 84 co�-�s`°� `°407 7°°*.11 �)°"-0m °�" G"° WALTER A.T JT Jr.P,E �.". urt SCALE t/8'= 1' P.E. S fS1€iY4d2 E/DATE FLOWA uc.t"167 m,T-m, nun SHEEP 13A 0r 2,9 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.S.D.DESIGN PRESSURE RATING(p.sf.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN"L"(ft)TO PROTECT IT(SEE GENERAL NOTE 112,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHAD. STEP 2 ENTER TO CHARTS (Ia, Ib & Ib'j THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 112" BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(n),ANCHOR TYPE AT SID RAILS;A.S.D_DESIGN PRESSURE RATING(p.s.f.):THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L"ft. 2.ENTER SCHEDULES 1a THRU Zc ON SHEETS 24,258 28 W/A.S.D.DESIGN LOAD:MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,17,S'OR 71,AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(©,G�,G�&I@),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 • FOLLOWING SPECIDEFINITION FOR SLAT SPAN FIC PRODUCT MOUNTING SHALL BE CONSIDERED:TION TYPE, DING ANCHOR TYPE,THE CONCRETE FORA GIVEN MULLIONTOP&BOTTOM FOR FLOOR TO ITY1 (�LINGPI 10- V0$ LL MOUNTINGS OF MULLIONS INTO LLtm THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN i/2"SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS&MULLIO�NyS 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 le,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR Wt STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE t ON SHEET 22 W/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 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR TYPE,A S.D.DESIGN PRESSURE RATING 8 SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP QNCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. &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 OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4a:IF STORM BARS ARE USED 4.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&26 W/A.S.D.DESIGN PRESSURE RATING: I.MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,IV,8'OR T),AND DETERMINE MAXIMUM MULLION SPAN CHART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)TYPE&ULB ION INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(J,©,�`iy' &0i ), MLION2.ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE 5.SEE SHEETS 10.IDA,11,ilk 12,12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP& MAXIMUM BOTTOM FOR FLOOR TO CEILING RAPPED), R WALL MOUNTINGS OF MULLIONS INTO CONCRETE ALLOWABLE STORM BAR SPAN(HEIGHT). FOR A GIVEN MULLION TYPE('L}G,C��i &10). 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS * PROCEDURE PER STEPS 1 THRU 31S SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME STRUCTURES. STORM BAR SPACING. - - - tit(,,@��A.tl(4T✓-. -- \\\�.•''•vG (s••'•.,9 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) No.44167 Ozn'7TRTE� Nautilus " 'O' 1LT/� RollingS6atforSyafam (�4/t7 E C O INC. OA7E -"WTTEsnnG 4 ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. Z �dvacs.n=0 1626 S.W.21LTNONE STREET 17-244 C:Qn o... 6��I��II{\1 rts.:(ws eT t ttaeco0adcoin PORT ST.LUCE.FL 34064 O(uteNG Ne tTwtci aoo Ha-9x59.ria:C�T97 e)t-OOso / I WALTER�'Jr.P.E. P.E. SYsY"MIA REQ/DATE 90�Lk,1 44167 ��a an %NaT+4 of 2s SLAT PERFORMANCE CHARTS IS Ib Ib' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.%PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W1 OR W/O STORM'AR5 CHART Ia CHART Ib CHART Ib' CHART IC r USE W=UM VALUE BETWEEN POWME AND NEGATIVE AS.D.LOAD USE UMUM POSITIVE ASA.LOAD VALUE 318''0 KWIK BOLT 3 ANCHOR 5116"o TAPCON XL ANCHOR 5116'o TAPCON XL ANCHOR POURED CONCRETE TO POURED CONCRETE TO GROUT FILLED CELL CONCRETE BLOCK VAX. MAX.SLAT SPAN MAX. SUIT SPAN MA)L SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS ".D. 'LAUX.'(FT) 'LMW (Fr) 'LMAX.' (FT) MEASURED TO BACK OF SLAT (in) R�QR Pur- T1uPPm Bmn-OUT atm-m Pus TRAPPED �nu-OLT Bunn-«,r WALL TRAPPED W40-OUT �� W/O STORM BARS W/srORM Bags RASING uOUus uauNa MOUNT W1@ �T+T MOUNT uRurrt uourrt w/Q "a UOLW u�k 6 =w w/© �{) SEE NOTE$# s6E NOTES# '�.' # 5[E NOTES# »NOTES# !sm NORB# 'NODS# `SEE NOTES# sEF mm# SFE IaTL9# Notes# SEE NOTES# NO ZONES Wi1ID ZONE NO ZON WaID ZONE S-3 4 1-J 4 30.0 20'-0' 15'-4' 20'-0" 20'-0" 20'-0' 15'-4' 20'-0' 18'-0' 20'-0' 15'-4' 18-0" 15'-6' 1' 14 1/2- 6' 7- 35.0 20'-0" 15'-3' 20'-0" 18'-0" 20'-0' 15'-0" 19'-O" 16'-S 20'-0' 15'-0' 16'-3' 14'-0" 1' 14 1/2' 6' 7' 40M 20"-O' 15-2" Ig'-7' 16'-6" 20'-O' 14'-5' 17'-4' 14'-10' t8'-11' 14'-5' 14"-f0' 12'-9' 1' 14 1/2' 6' 7" 45.0 20•-O" TS'-0' 18'-0" 15'-3' 20'-0' 14'-2' 16'-0" 13'-9' 17'-4' 14'-2' 13'-9' 12'-0" 1- 14 1/2- 6' 7" 50.0 20'-0' 14'-t O" 16'-9' 14'-2' 19'-1' 13'-1" 14'-10' 12'-iD' 16•-2' 13'-1' 12'-9' 11'-0" S' 14 1/2' 6' 7' 55.0 20'-0" 14`-6' TS'-6" 13'-4' 17'-9' 12'-4' 13'-11' 12'-1" 15'-0' 121-4" 12'-0' 10'-6" S' 14 1/2' 6' 7' 60.0 19'-5' 13'-9" 14'-9' 12'-7" 16-9' 11'-8" -13'-2",- 11'-5' 14'-2• 11'-8' 11'-4" 10'-0" S' 14 1/2' 6• 7' 65.0 78'-4' 12'-11" t3'-11' 11'-il' 15'-g' 11'-0" 12'-5' 10'-11' 13'-4' IS•-0' 101-10' 9'-6' I. 14' 6' 7- 70.0 17'-4' t2'-t' 13'-3" 1V-4' 15'-0" 10'-6' 11'-10' +10'-4' 12'-9' 10'-6' 10'-4' 9'-0' S' 13 I/2' 6' 7' 75.0 I6'-6' 11'-7' 12'-7" 10'-10' 14'-3" 10'-0' 11'-4' 9'-11' 12'-0' 10'-0" 9'-10' W-10' t' 13 1/2- 8' 7" 80.0 15'-9' ST'-O' 12'-0' 10'-5' 13'-7' V-5" 10'-10' 9•-7' 11'-7' W-5" 9'-3" B'-6" 1' 13' 6" 7- 85.0 11-7' 10'-0' 13'-0' W-3' 10'-5' 9'-3" 11'-2" W-3" 9'-O" 8'-3" 1' 13" 6' 7" 90.0 1G'-2' 40'-1' tt'-2" 9'-8' 12'-6' 8'-10' 10'-1' 8'-19" IO'-9' 8'-SO' 8-10' 8-0' /' 12 1/T 6' 7- IS-5, W-6' 10'-9' 9'-4" 12'-0' 8'-5" W-8" W-7" 10'-4' B'-5' 8'-6' 7'-9' 1' 12 1/2' 6' 7' 100.0 12'-9' 9'-4' t0'-5" 9'-Y 11'-8' W-4' 9'-5' B'-4' 10'-0' B'-4' - 8'-3" V-6' t' 12' 6' 7" - 105A 12'-2' 9'-0` 10'-1' 8'^8" ft'-3" B'-0' 9'-2' B'-2" 9'-B' W-0" 8'-0' T-4' 1' it 1/2' 6' 7" 110.0 11'-7' 6'-6' 9'-9' B'-6' 10'-11' 7'-10' 8'-10' T-11' 9'-3' 7'-10" T-9' V-2' 1 11 1/2' 6' 7' 115.0 11'-T" 8'-5' 9'-6' W-4' 10'-7" 7'-8' 8'-B' 7'-8" 9'-0' 7'-8' 7'-8' 7•-0' 1' 11 1/2' 6' 7- 120.0 IO"-8' 8'-t' 9'-3" 8'-2' 10'-3' 7'-5' 8'-5" 7'-6' W-11" 7'-5' 7'-5" 6'-10' 1" 11' S. 7' 525,0 10'-2" 7'-9` W-O' 7'-11" 10'-0' 7'-2" W-2' 7'-4' 8'-8" 7'-2" 7'-3" 6'-8' 1' 1t' B• 7- 1130.0 s'--10' 7'-6' 8'-8' 7'-9' 9'-5' 7'-0" 8'-0" 7'-2" 8'^5' 7'-0' T-2' W-6' Y 10 1/2' 6' 7- 1354 8'-5' 7-2' W-6' 7'-7' 9'-6" W-10" 7'-10' 7'-1" 8'-2" 6'-10' 7'-O' 6'-5" 1" 10 t/2' 6' 7- 140.0 9'-T' W-11' 8'-4'- T-S' 9'-1' - - T-8' 6'-11' 8'-0" - 6'-10 6'-4" 1" 10 1/2' 6" 7- 145.0 8'-10' W-2" 7'-3' W-10' - 7'-6' - 7'-10' - - I. 10' 6' 7- 150.0 W-6' W-O" 7'-2' 8'-6- - T-4" -• 7'-9" - - - 1. 10' 6' 7' 155.0 W-3' - 7'-10' 7'-0' 8'-3' - 7'-2" - 7'-7" - - 1' 12" 7- 7" 160.0 8•-0' T-8" W-10' 8•-0' 7'-1" T-5' - - - 1" 10' 8" 1 7" NOTES 1. ABOVE-INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS _ANCHOR •""'^•. _ _- _ _-_. _ __ _ ____. AN ANCHORASPACINGHIS AVAILABLESFOR THE17 G SLAT A. EDULES ON & 18 INDICATE THATd 1.1' �A r� 1 a� ,,stir SPAN AND A.S.D. DESIGN PRESSURE RATING. \\\ ,.....E�• ~•.,✓ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH j o2on TLTECO INC, • DRAwi Dr. 3/8'0 KWIK BOLT 3 ANCHOR OR S/16'5 TAPCON XL ANCHOR. INTO 7+ No.44'16 � � Nautilus L.C. POURED CONCRETE OR GROUT FILL--p CELL CONCRETE BLOCK, OR �� RolltagShsdtorSys[am cs/s4/17 WITH 1/4'0 TEX SCREWS AT MULLIONS CONNECTION. VALID FOR �'O IL EC®INc. DATE WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. _�0':t^ / +(1�� •�•,\� TILLIT TEstWO AY ENGINEERING C04PANY EXPERT SHUTTER SERVICES INC. 1626 SM.BLTOORE STREET-P.E. a71 17-244 fO �� '''•C 11117�; \ Pero, cspTi-isw.ro.:Ocspal-ie1� PORT ST.LUCAS.FL 34994 3• MAXIMUM SLAT SPANS DETERMINED BY LINEAR INTERPOLATION INTERMEDIATE EIRTlON BtZWEEN END VALUES. A�c1/ �0� 1111\ 03_ ws"1e WALTER A.TDI T Jn lzoet r.7-sot .Fox-(rn) cro ��S r P.E a �I fW ATE r1.ORWA l;c P 14167 "n Ara, W s~ SNLET is of 26 MAX.ANCHOR'S SPACING SCHEDULE VS FOR A GIVEN PRODUCT MOUNTING TYPE W/3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT SLAT SPAN RANGE t > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't a 30.0 9" 9' 9" 9" 9" 9' 9• 9' >39-40 9' g. 9' 9" 9" 9' 8" >41-60 9" 9. 9" 9" 9' 7' 5 5/8- >61-60 9' 9. 9" 9" 8' 5 5/8' 5 5/8• SLAT t Nm >as-10s 9" 9" s° 9' 9" 6 1/2" 5 5/8• — ~SPANS MAX. SLAT SPAN FOR A >106—t20 9" 9" 9" 9" B" s" — PRESSURE RATINGIGSHAl.L >sZ1-140 s" 9• 9' 8" 7" 6" — — NEVER EXCEED MAX. SLAT >s4t—t60 s• s' 9' 7• 7• SPAN INDICATED ON— — — SLAT SPAN DEFINITION PERFORMANCE CHART ON T TRAPPED MOUNT SHEET 15. Mky-A-SO. SLAT SPAN RANGE DESIGN PRE A PESS4G 0'-4`t >4'-5`t > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16`t > 16'-20•t UN=(0-m s 30.0 9" 9" 9" 9' 9' 9' 9" >3t-40 9' 9' 9" 9' 9" 9" 9" >41-6G 4' 9" 9" 9" 9" 9' 7 1/2- "61-80 - >81-105 Ir S. 9• 9" 8• - - >1os-x20 9" 8 1/2" 8' >121-140 9' 9' 9' 7- >t4T:-T60 9' 9" 8' 6" BUILD-OUT MOUNT SLAT SPAN RANGE DES04 PRESSURE 0°-4't > e-5•t > 5°-6't > 6'-7't > 7'-9't > S'-12't > 12'-16't > 16'-20't pAmw (R Q E CE3 E O OE E QE E E E E s 30.0 9" 9' 9' 9" 9" 9" 9' 9" 9' 9' 9' 9' 9' 9" 9' 9' 9' 9" 9" 9' 7 3/4' 7" 7" 5 5/8 >31-40 9` 9' 9' 9" 9' 9" 9' 9" 9" 9• 9' 9" 9" 9' 9" 9' 9" 9" 7" 7" 6' 5 5/8" 5 5/8" 5 5/8 >4t-60 9" 9' 9" 9' 9" 9" 9' 9" 9" 9" 9' 9' 9" 9" 9" 7 1/2" 7 1/2" 6' 5 5/8' 5 5/8' 5 5/8 S 5/8"T-5/8- - >G%40 9' 9' 9" 9' 9" 9" 9' 9" 9" 9" 9" 9" 9" 9' 7- 5 5/8" 5 5/8" 5 5/8 5 5/8° 5 5/8 - >61-105 9' 9• 9' 9" 9" 9" 9" 9" 9" 8" 8- 6 1/2 6 3/4" 6 3/4" 5 5/8',5 5/8' 5 5/8" 5 5/8 - - - 5106-120 9" 9" 9' 9' 9" 9" 9" 9" 8" 8" 8" 6 1/2" 6" 6" IS 5/8 5 5/8" 5 5/8" - - - >TTt-140 $' 9' 9' 9- 9' 7 1/2 8" 8" 6 1/2 8" 8" 6' S 5/8'15 5/8" 5 5/8 - - - - - - - - .. 9' 9" 9' 8' 8"- 6" 1 7" 7" 5 5/816 3/4"16 3/4'1-5 -5/8-15 5/8' S,5`/3" ,0`4'`. "• � FLORIDA 9UILDING CODE(Non Wgh Velocity Hurricane Zone) s. uo ,. 0201 TUEca Nautilus BT �L E C O INe. RalUngShnHer5ystem OV24/0 Apt s VAIV TILLIT TESTING a ENGINEER NO aaurANr EXPERT SHUTTER SERVICES INC. a77s x.v.x...u.7x...tc�vmu 6YLT$n.na 1626&W.EITNORE STREET • RI1�1 owe. twsH7,-,v, caRT sT,ttxr,rL.34684 17-244 a-mail:tilte[oeaal- :(100;719- DRAWIR6 Ry U �••�� 11 EB-0006719 50-6,fm(771)671-U490 WALTER A.TIIIR Jr.P.E. Ff�S�S 1 Nle/DATE TLORIOA I o.4167 /up, SHEET t6 or 211 iry / e 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 A= SLAT SPAN RANGE DEMN PRESSLARE O-V t > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't R RAM 4t} s 30.0 8" 8" 8" 8• 8" 8' 7 1/2- 5 1/2- >31-40 /2'>31-40 e• 8' 8• a" B. 8' 6• 4- 5,41-60 8" a' 8- 8" B" 6" 4' 3 3/4' t mm >61-80 8' 8' 8" a. 7- 4 1/2' 3 3/4' - LMAX. SLAT SPAN FOR A >81-105 B. 8' 8' 6 1/2' 5' 3 3/4• 3 3/4' - SSLAT T GIVEN A.S.D. DESIGN LOAD >106-120 S. 8. 5 1/2' 4 1/2" 3 3/4' - _ SHALL NEVER EXCEED EAAX. [G� SLAT SPAN INDICATED ON >t2t-140 g' 7 1/2' 6- 4 1/2" 4" 3 3/4' SLAT PERFORMANCE CHART >141-160 B" 6- 5" 4- 4" ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT ASIM SLAT SPAN RANGE Dmw RQlq 0'-4't >4'-S't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RAvcE[P.0 s 30.0 6' S. 6" 6" 6" 6' 6" 5 1/2' >31-40 6• 6- 6" 6" S. 6• 5 1/2' 4 1/2- >41-60 6' 6" 6- 6" 6' 5 1/2' 4' 4" >61-80 6" 6" 6- 6" 6" 4" 4" - - set-105 6" 6" 6" 6" 4 3/4' 3 3/4' 3 3/4' >tO6-120 6' 6' 6" 1 5" 4" 3 3/4' >121-t40 6" 6' 5 3/4' 1 4 3 3/4" 3 3/4' - - >14t-160 6" 6' 5" 1 3 3/4" 3 3/4' BUILD-OUT MOUNT GAMN SLAT SPAN RANGE DESM 0'-4't > 4'-5't > 5-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't PRIMSUPEaApArm E E E E E E E ® E E E E E F� E E s 30.0 6" 6" 6' 6" 6" 6" 6' 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 5 1/2' 5 1/2'14 1/2" 4" 1 4" 3 3/4" >31-40 6" 6' 6' 6' 6" 6" 6" 6' 6" 6" 6' 6" 6" 6" , 6' 6" 6" 5" 4" 4' 3 3/4. 3 3/4' 3 3/4" 3 3/4' >41-60 6• 6' 6' 6" 6" 6' 6• 6' 6" 6" 6" 8" 6' 6" 6" 4• 4' 3 3/4' 3 3/4' 3 3/4' 3 3/4' - >6t-80 g' 6" 6' 6" 6' B. 6' 6- 5 1/2 6" 6" 5" 5' 5' 4' 3 3/4' 3 3/4" - 3 3/4" 3 3/4' - - - >81-105 6' 6' 6' 6' 6" 6" 6" 6' 5 3/4,4 1/2' 4 1/2' 3 3/4* 3 3/4' 3 3/4" 3 3/4' 3 3/4" 3 3/4" - - - - - >106-120 6" 6' 6' 6" 6- 5 1/2 5 3/4" 5 3/4 4 1/2 4 1/2'N4- 3 3/4 3 3/4. 3 3/4' 3 3/4' - - - - - - - >121-140 6" 6- 6' 5' 5' 4' 4 3/4' 4 3/4' 3 3/4 4 1� 3 3/4 3 3/4' 3,3/A: „_- - - - - - - - >141-160 6" 6" 5' 4 1/2'14 1/2'13 3/4 4' 4' 4" 13 3/{1' - ..•�.. �� uIs'•: ./� FLORIDA 6UILUlNC CODE(Non High Velocity Eiurrirnne Zonc) c2017r4ttcor.c NautilusCRAM "" ? * RoMpgSLutlorSyzMm 08/24/37 o: , ILr-- DATC !;• TIui7 TESTING h ENGINEERNG COUPAN7 EXPERT SHUTTER SERVICES INC. ��11 A•�'• R jD �(`�11 nss—moi..a s.Z.%—wm4 ri.occ 1626 S.W.MLMWiE STREET 17-244 .......••'\_�[_ t w...:pwpn-Talo.r-:fralel 'tt' PORT Sr.LUBE•FL 34984 NAL EI�G 111'11 4 mO®t ooG<osO7i5 FNON.•(eco)749-me.W.(772)671-"o d Aw!!c w I� WALTER A.Tw Jr.P.E. P.E. S�t�ifL'/WfA URE/DATE FLORCA L(c.1 44161 m Iw. n nit 5N¢1 17 DP 26 MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE W/5/16"0 TAPCON XL ANCHORS TO GROUT F(LLED CELL CONCRETE BLOCK WALL,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT N SLAT SPAN RANGE PRESSUREDESIO RATM O'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't >9'-12't > 12'-16't > 16'-20't RAGE e 3a.0 e' 8" 8' 8' 8' 8" 6' 4 1/2' >31-s0 e" e" 8' 8` 8' 7' 4 1/2" >41-60 B" 8' fi' 8' 8' 4 1/2- - - t NOS; >61-80 8' 8• 71/2- 7" 5 1/2' - - - SLAT MAX. SLAT SPAN FOR A >at-so5 e" 8" 7 t/z" 5° 4' L��j - - I—SPS--I GNEN A.S.D. DESIGN >105-120 8" 7 1/2' 6' 4' - �RPRESSUEXCEED RE NMAX.SLAT >121-t40 86' 5' SPAN INDICATED ON SLAT 7` 5' 4' - - - - PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT AS.D. SLAT SPAN RANGE DESIW RAMNO P 0'-4't >4'-5't .> S'-6't > 6'-7't > 7'-9't >g'-12't > 12'-16't > 16'-20't RANGE(pia.) s 3a.0 6' 6" 6' 6" 6" 6' 6' - >J1-40 6' 6' 6" 6" 6' 6' 4 1/2- - >4t-60 6' 6' 6" 6" 6' 4 1/2- >9t-80 6" 6' 6' 6" 5' 4 1/2' >61-105 6" 6" 6' 4 1/2- 4 1/2' - - - >ta6-120 6" 6" 5 1/2- 4' 4 1/2' - - >121-140 6' S. 4 1/2- 3 3/4" - - - >i4t-t6a 6" 5' 4" - - - BUILD-OUT MOUNT As:D. SLAT SPAN RANGE DEM PRESSURE 0'-4't > 4'-5't > 5'-6't > 8'-7.t > 7'-9't > g'-12't > W-16't > 16'-20't RAND�,f.) E E E E E E� E E R41/2' E E E E 30.0 6'. 6" 6' 6" 6' 6' 6' 6' 6' 6' 6' 6' 6' 6' 6" 6- 5 1/2" 4" 4 1/2' - - - - >Jt-40 6' 6' 6' 6" 6' 6" 6" 6" 6' 6' 6' 6' 6' 6' 5 1/2" 5" 4' - 4' - - - >41-60 6' 6' 6' 6" 6` 6- 5 1/2' 5 1/2" 6" 6' 6" 6' 6- 5 1/2' - - - - 3 3/4->61-90 6' 6- 6' 6' 6- 5 1/2 5 i/2" 5 1/2' 4 1/2 5- 5' 4" 4' 4' - - - - 3 3/4>91-105 6' 6- 6' 6" 6- 5 1/2 5 1/2 5 1/2" 4 1/2 3 3/4' 3 3/4" ->10a-120 6- 6' 6' 5 1/2 5 1/2 4 1/2 4 1/2' 4 1/2' 3 3/4 - - - - - - - - - - - >121-140 6" 6" 5 1/2 4" 1 4' - 3 3/4' 3 - ,(• \\l� ,.• �n1�J' FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) 02017 n61ECO INC. • 024W W. *: 1llautll'us 44167 l2oLingShnKorSyasem W/24/17ECOiifo. t>A '•�` (}� Tttui TEsnac tr CNGINEERWO COl(PANr EXPERT SHUTTER SERVICES INC. I,=Iu... m".xe. crA r aoo4 1636 S.W.67.TUCK STREET 17-244 ws".:(We)6I1-1>TC. r.:(we)vI-U11 =�n'• RIDP,.:' / \\ e-mat 63-0-teom PORT Sr.LUbE.FL.34984 OOAWOMO No A 1\ c>,c+t:(eool T's-case.rA6 pnt-6sso A 11U11 Jr.PE '�i� •.$••••QJ./DA1E i1(Ra(IA Lt.1 44167 . SNEEf t8 Of 28 WALTER a4 SCHEDULE VC: Vx FORCES (Lb/FT)&Vy FORCES(Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM SLAT SPAN RANGE A.S.D. DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (PSI) 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 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 1 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 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 1345 420 1587 540 2112 640 — — — — >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — — — — >141-160 781 1 320 1186 400 1322 480 1873 560 1740 640 — — — — — — SLAT SPAM SLAT SPAN DEFINITION NOTE: tT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERUtT HOLDERTO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT VxAND Vy FORCES N POUNDS PER UNIT FOOT CFSHUT[ER HEIGHT AT BOTH JAMBS. SEETHISSHIi-ET FORW911yVALUES. Vy - SIDE RAIL-__[ VX — - - - - !vl y� FLOR6DA BUI D NC CODE(hon lfgh Velocity Hurricane Zono) No.44167 : 02017 TILTECO INC. CPAM m Nautilus * * * RoltingSbattarSystDm ce/2!n ' IL EC O INC. EXPERT SHUTTER SERVICES INC. -:\ TIt1.1T TESTING K ENCINEEaINO COMPANY •`..... `�l::S ht.:CA A..Sis.]W.VRf1G VA�@W.R]31[4 1626 S.W.q.76(CRE STREET 7_.244 r� ..... '(Q ,� cw.:(:c31�,-,s3a.ry:(So3 ,-,53, POiTT ST.LUCE.FL 14984 SJ G�p r oil a-moo Ultecoocoi.<om p„C g;(g6p)7<4-9636,FAu(77S)B71-6Q 0 WALTER 0.�7T9r.P.E. P.E. SEAL/SIGrWt1l�♦= DiATTEE FLORDA tic.I"157 m�is.m�i mn ¢: ocmti. brt SHEET 19 OF 26 6 SEAT PERFORMANCE CHART Ib J & ICJ:(,ONLY VALID FOR 1/2'SGP) SLAT PERFORMANCE CHART TIM & IIC J:(ONLY VALID FOR 1/4'SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE,A S.D.DESIGN LOAD fp S.11),SLAT SLIP 1/8"AND FORAGVEN MA)WUM AS.D,DESIGN PRESSURE RATING(p.at)AND SHUTTER MOUNT CONDITION FOR FOR A GIVEN MAYJMUIl1A.S.D.DESIGN PRESSURE RATING(A&n AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTNG TYPE FORWOODFRAMES WALLS W/2"z4'STUDS, INSTALLATIONS MO STORM BARS PER DETAIL 2 BELOW INSTALLATIONS WIO STORM BARS PER DETAIL 2 8ELOW AS PER LIMITATIONS ON DETAIL t CHART Ib! Irs@i/ CHART ICI. CHART IIb! VS'*/ CHART IIC! � �� °�D � Lma vuz am IIA mu WLM BONN POS 1E/W Timm ASA I= ISE wxmm Imm wall N mu NO rEG/19 ASS I= 6WteN1Y !WL SLIT(IT) s T 10 GLASS MMESURM m l�WVOM N POSIM ASD. USE uAmw POMIVE ASD. WOOD GRADE til f. '•(Ft) (Fr) gAM OP SAT m 511VO TAPCON XL ANCHOR T LDAP VALUE 5/16"0 TAPCON XL ANCHOR MIN��T LOW VALUE 0s TV-5- VOILL IWR W/o STORY MRS MAX.SLAT SPAN 'LAW REQUIRED MAX. SLAT SP/W 'WN.• WIND z[x s Ivo ZONE FISQUM MN.SFPARA1fON m W7OMUM REWIRED LIN.SEPAFAON TO Nmo t-0 4 (ft) (tt) MSSURD TO B+CX OF SW(In) LYAx•([l) (ft) ME ILM TO BMX OF SAT 0.) SOUFHERTI PC(E I2(6=0.SS) 6O. <'-5'p�q t411t 6uta-OUT 6utn-pit k R W 0 STORM BARS mY"w--O'X 6w�-0� may" W 0+fi t DOtJCUtS-FlR-SOIITN(G=QA6 66 a'-5' t' S 1/2'f0 1eaRt[ W/ N/ WIND ZONES WIND ZONE two YOtRFT t€31 / "W/ WIND Zoms W.t9 ZONE )(MEWIC51 l Nonce) POxitmrse ` t-3 4 (x€nmtse Nattse Nonce) 4 t-3 4PRUCE PLLHE-FlR-SRH(C=Q 36 60 50.0• t0--0- 40'-0` IV-0" W-t' i' 8 1/2' 30.0• W-3" 5'-3' 8'-3` 7'-7' t• 36.0•• 10'-0' f0'-0" 10'-0' 7'-9' i' 8 I/2` 35.0'• 7"-9" 7-9' 7'-9` 7'-0' i' 4Q0•• l0'-0" t0'-0' 10'-0• 7--5' 1' B t/2' 10.0» 7'-7' 7'-7" •7'-7' 7'-0' I. B i/B' 45.0••• t0'-0' S0'-0' t0'-O" T-2" i' 8 1/2- 46.0••• T-i' 7'-4' 11-4' 6'-9' 1' B 1/6- ♦Y/7 SOD— to,-O` 10'-0' IO'-0' 7'-0' t' 8 1/2- 60.0••• 7'-0' 7'-3' 7--3' 6'-8' to B 1/8- 55A••• t0'-O" t0'-0' t0'-0" 6'-9' t' B f 2" 53.0•� T-3' T-3' T-3' fi'-4" 1' 8 1 6" 60.0••• t0'-0' t0'-0" 10'-0" W-9` t6 I Y 60.0•••1 7'-3' 1 7'-3' 1 7'-3' 1 W-2" 1` B 7 6" - •-•--- - :17 SLAT PERFORMANCE CHART MI:(ONLY VALID FOR 118"SLIP) SLAT PERFORMANCE CHART IV:(LESS THAN 1/B"SLIP) sFu FORAGSVEfT MAXIMUM ASD.OESIGN PRESSURE RATItlG(pc.t)AND SFIIli'TERMOUNTCONOLTION FOR FOR A GIVEN A.S.O.DESIGN LOAD(pal).SHUTTER MOUNT CONDITION INCLUDING 'II ��', �I INSTALLATIONS Vh''O STORM BARS PER OETAIL2 BELOW ANCHOR TYPE AND FOR INSTALLATIONS W10 STORM BARS PER DETAIL 2 BELOW USE T/ f J/� "o SLAT SPAR DEFINITION CHART IIIb! Wbi CHART IIIC! 5116"mTAPCON XL ANCHOR Ux WAIN WdLE®IPD[POSTINE AID NBMWWJK ASA IDNPOS YA1tIMW POSITIVE ASD. :(�P•6:/4•INN USE , USE MOM VALE BETWEEN POSITIVE 115E MUUMUU I►ul tflfi7&;' 5116'OTAPCON XL ANCHOR w6N,$TAT (WD YA= AND RE04TNE A.&D.LOAD ASD.LOAD VALUE C 5 f t SPAN U4)L SLAT MIN.SLAT Inu ' AUX.SLAT SPAN 'SIN• FIEWA PD WL SFPARAIAT(TO SPAN SPAN m To •' r I 1v toD�N M ' •Lua;L•(FT) (ft) Yfs M TO BACK OF SAr tin) 0£StGN 'LMAX.'(FT) 'LMeH.• FT) \\\\`1\\ \� , 1/2"Pm=A.D A5D ( + m.1ID-dit mo-OUT „ LOAD WNL.TWPFm ViceL.TRAPPEO (z)27.4-I:=S Pt ,Wit MDLL TroI9t(W/ a/ ••�°'0N W/o STORM BARS (pct) ru�smt -a1T au�mtnrn-aur W/0 STORM a RS Yf! (TW.EACH SITE.selxxo)t RATIe) ig tee) e : WIND ZONES WIND °�SM tolut A SM A RING1-3 W�40NE DETAIL 1(ELEVATION) 30:0• 7'-6” T-6" Y-6' W-7' I. B 1/6- 30.0• 6'-6' 3.5.0- 71-2' 7'-2' 7'-2" 6'-4` I' B ' 35.0 a 6'-3" 40.0« 6'-9' 5'-9' 6'-9' W-i` I. B t/8^" - !w.0 •• 6'-0' A NOS; 45.0••• '. 6'-8' 6'-8' - 6'-6" 5'-iS' i"�-� B t Fi 6'-5` 5'-9' T` 8 i 6" w 5'-9' 1. ABOVE INDICATED I.[AX. SLAT SPANS MAY BE USED AS LONG AS 6'-3' 5'-7' Y B I — 5'-7' ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 60.0— 6'-1` 6 6'-t' 5-5 t' 6 t/B' 5'-5' IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. Yrr MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t:WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETWL AND PROVISIONS FROM CHAPTER 23 OF }----•._._.�___�___ _f •VAID FOR DaXM%r-FIR-SOUTH(C-0.46) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER SOUTIEN ME J2(Gv0.55) SIDE OF OPENING SHALL BE 33", -_.- •- (' BP T SPRUCE FIN`-FIR-5141(D;O- ) i s t ttt� ua •KYN FOR WMAS-FIR-SOUTH(G0,46) _ t WMTIER4 RFE#2(GaO.55 i: ;t 'n•VALID FOR SOURER) • '_ ; SLAT SPAN DEFINITION FG4 WA:L Mxvi& FLORIDA BUILDING CODE(Non H;gh Velocity Hurricane Zone) Low F04 BULL-O'!i I i •,•• •••,••• ' I YAY Eh?fiv tliO;N I ; 02017 TP.IECO Q'C. • C{iA'AN B1•: / , ! INSTALLATION INTO WOOD FRAME STRUCTURES No.4416T 1VHautlluS I.C. i' $ 9 P&m CR/24/t7 IL ECCiI,�. aME S,j/ FQF�� ;; n 1 � ;( IA, EXPERT 16SHUTTELT.R a SERVICES INC. t 7-244 Y,7 `—(2) ,C WO S1 Q•••' Fr®R •' ,�� rrtwa:Wteeo®col.eam PORT ST.LUCIE.FL 34084 DyvtWC No (2)2.06'WOOD SMAS /��p� �\Ito\ EB-�a6719 FI+o.�4:[ T49-Sas4.ru:pn)671-ovvo (IUP.EACH SDE.BD=)t "^'C ��, WALTER A T4L1r,h.P.E. rare m. masml n= DETAIL 2(ELEVATION) e,�. kgi+/IGNA,T,URE/DATE FLORIDA u--Y 44107 ,.� SKEET 20 OF 26 MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE A.S.D. DESIGN LOAD(psi)AND SLAT SPAN RAN13E WALL MOUNT&BUILD-OUT MOUNT TO 2"x4"WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 112"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) MAX" SLAT SPAN RA M Asc.JU SLAT SPAN RANGE WOOD GRADEPOW MIM t WOOD GRADE �E Of to4'`>4IDS` >5tnC`>!i'toY`>Ytn9`r9ltto' (P-0 B-0'to 4'-5- s 30.0 6" s 330.0 6" 6" G. 6" 6" 6" SOUTHERN PINE#2 40 6. SOUTHERN PINE #2 40 6" 6" 6. 6" 6" 4 3/4- (0=0.55) 50 6" (G=0.55) 50 6" 6" 6" 6" 4 3/4" 3 1/2- 60 6" 1 60 6° 6" 5 3/4" 5 1/4" 3 3/4" 3" DOUGLAS-FIR-SOUTH 5 30.0 s" DOUGLAS-FIR-SOUTH 5 30.0 6" 6" 6 6" 6" 1 6" (G=0.46) 40 6" (G=0.46) 40 G. 6" 6" 5 1/4" 5 1/4" 4 1/4" SPRUCE PNE-FR-SOUTH s 30.0 6" SPRUCE PINE-FIR-SOUTH s 30.0 6" 6" 6" 6" 6" 5 1/4" G-4.36 G=0.36 BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 112"PLYWOOD (SEE DETAIL 2 ON SHEET 20) rumnr4 SLAT SPAN RANGE WOOD GRADEI (i-4` >4 5` >5-•5` >5-�' >7-9'° >5-tPUGM FIANCE o ` • NOWT W MOUO W =W Heellf W E =W YOUHT W E YOUHf W UAM W E no1w W AE6• 6" 6• 6" 6 6" 6• 6" 6" 6" 6"SOUTHERN PINE #26" 6" 6" 6" 6" 6" 6" 6" 6" 5 i/4" 5 t/4"(G=0.55) 6" 6 6" 6" 6" 6" 6" 5 1/4" 5 1/4" 4" 4." 6" 6" 6" 6" 6 5 3/4" 5 3/4" 4" 4" 3" 3" DOUGLAS-FIR-SOUTH 6" 6" 6" 6" 6" 6" 6" 6 6" 6" 6"(G=0.46) 6" 6" 6" 6" 6" 5 1/2" 5 1/2" 5 1/2" 5 1/2" 4 1/2" 4 1/2"SPRUCE PIN€-FIR-SOUTH 6" 6" 6" 6" 6" 6" 6" 6" 6" 5 1/4" 5" G=0.36 A. NOTE- MW(. SPAN FOR SLAT FORA ��1�� JG �E'%✓� FLORIDA BUILDING CODE(Non High vetocly Hurricone Zone) GIVEN A.S.D. DESIGN LOAD No.44167 ' o 2017 i%LTEW 1Nc caAxW ur: SHALL NEVER EXCEED MAX. * Nautilus SLAT SPAN INDICATED ON T} '7k SLAT PERFORMANCE CHARTS ; Rollinyshulforsys[om oeJ24l'7 ON 20 SHEET. ` 7�. E C O�Ne. DATE =��.. A °"i�" "ENGINEERING( EXPERT t SHUTTPoRT ST.ER n-34984 INC. 17-244 CONAL 1(141 a-m2ES-IOWfi771C1<om FNO" (WO)742-2050.rM(7T2)671-022o oaAWuw w ^ WALTER A.TRUT Jr.P.E. e..r un rcc r un P.E. S URE/DATE MGM=LIC.(44167 SHEET 21 Or 26 2 i 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)MAXIIA DMI cN STORM BAR SPACING (Fr) PRESSURE RA11NG 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' ps( 30.0 11'-0" 11'-0" 11'-0" 11'-0" 1l'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" THIS REGION IS ONLY VALID FOR INSTALLATIONS 1 35.0 11'-0" S 1'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 1 i'-0" 11/ 1 OR MORE STORM BARS PER SHUTTER. 40.0 11'-0" 11'-0" 11'-0" ill-01, 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" W-01. 45.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 50.0 11'-o" W-01, 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" + THIS REGION IS ONLY VALID FOR INSTALLATIONS 55.0 . 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" W/ 2 OR MORE STORM BARS PER SHUTTER. 60.0 11'-0" 11'-0" 1l'-0" 11'-0" 11'-0" 11'-0" 11'-0" _ 11'-0" 11'-0" * - 65.0 11'-0" 11'-0" 11'-0" ill-o., 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" + - 70.0 11'-0" 11'-0" 11'-0" 11'-0" 1l'-0" 11'-0" 11'-0" 11'-0" 11'-0" * - 75.0 11'-0" 11'-0" 1l'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" • - - B0.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 10'-10" « - - 85.0 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" 11'-0" 11'-0" - - - 90.0 11'-0" I1'-0" 11'-0" 11'-o" 11'-0" 11'-o" - - - - 95.0 11'-0" ill-0.1 11'-0" 11'-0" 11'-0" 11'-0" - - - - 100.0 W-0, 11'-o" 11'-0" 11'-0" 11'-0" - - - - - 105.0 11'-0" I1'-0" 11'-0" 11'-0" 11'-0" - - - - - 110.0 11'-0" 11'-0" ii.-o" 11'-0" 10'-10" - - - - - 115.0 11'-0" 11'-0" i t'-0" 1 l'-0" - - - - - - 120.0 11'-0" 11'-0" 11'-0" 11'-0" - - - - - - 125.0 11'-0" i1'-0" 11'-0" 10'-10" - - - - - - 130.0 11'-0" 11'-0" ill-01, - - - - - - - 135.0 11'-0`.' 11'-0" 11'-0" - - - - - - - 140.0 11'-0" 11'-0" 11'-0" - - - - - - - 145.0 11'-0" 11'-0" 10'-11" - - 150.0 11'-0" 11'-0" - - - - - - - - 155.0 11'-0" 11'-0" - - - - - - - - 160.0 11'-0" 11'-0" - - - - - - - - *I MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN �'''�: ''•. FLORIDA BUILDING CODE(Non Hogh Velocity Nurr;oone Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. * oaoyTEw INC.we. DRAWN e 441stNautilus CR/24/17 IL E C 0,m,, EXPERT SHUTTER SERVICES INC. TILW TESTING&ENGINEERING COMPANY •�/,+ ea;s i.•.v sti fa.a9'.we naxw..n.arae 1626 S.W.BITUCRE STREET 17-244 =90,x. ��''Z1 + nm.,cmHT+-,am.,":vcm-•v+ PORT ST.LUCIc ti 349ea \ + -„�3:Bn9ma991.99m o9Awwc xa t �e •••••pG, 111 Ea.00067+9 PIP.aVG Ieto)T.9-98!8.I'M(772)BTI-BCie P L� W/lTF2t A TIELIT.u.PF. •+s P.F!20-f jyjlS P,Tpa DATE ��I;c/u167 SHEET 22 OF 26 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-Si(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s,f.).&STORM BAR SPACING (ft) aSTORM BAR SPACING"a"(FT) � STORM BAR SPACING'Y(FT) RIM 2e 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' rA [ 2' 2.667' 3' 3.5' 4' 4.5' S' 5S' 6' 6.667 30.0 AB,C,D A,9CD A,B,C,D AB,C,D B,CD ARCD ABC,D AB,C,D A4B,C,D ABC,D 30.0 BCD BCD ARCD BCD A,BC,D ARCD BCO A,9.0 BC BC 35.0 AB.CD A9CD A,BC,D ARCD A.B,CD A.BC,D ABC.D A,BCO BCD AB,C,D 39.0 A,BCD AE3,C,D AB.C.D AB,C,D A.BCO ABC ABC ABC &a A 40.0 BCD AB,CD BCD 0.8CD A.BCD BCD AB.C,D AB,C,D BCD AB.C.D 40.0 0.BC.D BC,D ABC,O A8,CD A.B.0 AB,C ABC A A A 45.0 B,C.D A,B C,D 0.B,C.D 0.B C 0 A,B,C,D A.B.0.D B.C,D AB,CD AB,C.D AB,C 43.0 0.B,C.D 0.8C,D ABC,D A.9,C AALC A.B C A A A A 80.0 AB.C,D i A@ CA AB.C.D AB.C.D A.B.0,D AB.C.D 0.B.C.0 0.B C,D AB,C.D A.B.0 50.0 B.C.13 AEI.C,D A@ C D AR-C 0'c A A A A A 55.0 AB.C,O AB,C,D AB,C.D A.B.0,D A,B,C,D A.B.C.D A.B.0,D 0.B.C,D A.B.0 AB.0 65.0 AB C,D I A.B.C.DA.B.0 I AB,C A A A I A A A 60.0 B.C.0 AB.C,O AB C,D I AB,C,D AB.C,O A B C,D 0.B C.D I AB.0 AB,C I A.B.0 60.0 AB,C,D I AB,C A.B.0 AB A A A A A A 65.0 A.B.0,D A,9 C,D 0.S C,D ".C.13 AB.C,D AB C.D B,C A.B.0 A.B.0 AIB 6&0 B C.D I A.B.0 0.B,C A A A A A A A 70.0 BCD AR,CD AB,C.D BCD 8CD ABC AB.0 AB,C M A 70.0 0.B C,D I A.B.0 0.8 A A A A A A 75.0 AB,C,D B,CD ABC,D BCD ARCD ABC ABC AB A A 7&0 ",CD ABC A A A A A A 80.0 AB.C,D ",CID A,B C.D AB C D ABC A,B,C A.B.0 A A A 60.0 "'C 0.8 A A A A A 85.0 A B,C D "AD D A3 C,D AB,C,D AIBIC A.B.0 B A A A 6&0 ABC A A A A A A 90.0 A,B,C D 0.B.C,D AB.C.O AB.0 A.B.0 A.B.0 A A A A 90,0 &B.0 A A A A A 95.0 ABCD A .0 B.C.D A.B.0 A.B.0 0.8 A A A A 95.0 A.B.0 A A A A A 100.0 B C.D A BA D BCD A.B.0 A.B.0 A A A A A 1000 AB,C A A A A 105.0 AB,C.D A.540 A.B.0 A,B,C A.13 A A A A A 103.0 A,B A A A A ftOA A8C,0 A BCO A.B.0 A,BC A A A A A A110.0 A A A A 11&0 AB.O,D ASCD A.BC AB,C A A A A A A 115.0 A A A A 120.0 A,B,C,D A.B.0 A,B.0 0.8 A A A A A A 120.0 A A A A 125.0 AB,C,D ABC A.B.0 A A A A A A A 125.0 A A A 130.0 ABCD BC ABC A A A A A A A A 130.0 A A A 135.0 AB C.D AB,C A,8,C A A A A A A - 139.0 A A A - 140.0 ABC AB.0 A.B A A A A A A - 140.0 A A A - - - - -- - 14&0 A8,1'-.0 AB.0 0.B A A A A A A - 145A A A A - - - - - - 1w.0 B.CA .0 A A A A A I A - - 160.0 A A - - - - - - 155A A,B,C 0.B A A A A A 1A - - 153.0 A A - - - - - - - - 180.0 ASC A B A A A A A - - - 160,0 A A ANCHORS TYPE LEGEND A 3/8'. CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2" Min. EMBEDMENT*& 5' Min. THICK POURED CONCRETE(f'c = 3000 psi) B 3/6-ext 1/4' POWERS CALK-IN ANCHORS Y// 1 1/4' MI.. EMBEDMENT*TO POURED CONCRETE (f'c - 3000 psi) & 3/8'o-16 ' MACHINE SCREWS .. C. 1/4'.x3/4'ALL POINTS SOLID-SETERA A.YCHORS W/7/8' Min. EMBEDMENT*TO r� POURED CONCRETE (f'c = 3000 psi) & �1,, i/4-"0-20, 18-8 STAINLESS STEEL MACHINE �� L.� s -% FLORIDA BUILDING CODE(Non Iligfl Velocity IIunicane Zone) SCREWS v a 2017 1ri.ECO w4 • cpA sr. * • 441�� - Nautilus D 5/16a rTW/BUfLDIX TAPCON ANCHORS W/ ;.b: * rr llt� sanKel 2 1/4"Min, EMBEDMENT*TO POURED / 'L E C O IKC. g system CS/24/17OE CONCRETE (f'e = 2899 psi) �•, ,,•''�Q 111, nwr resneo ec ENDINEE4IN0 GOYPANT EXPERT SHUTTER SERVICES INC. Ie26 S.W.cnrNcaE s1PM 17-244 * EMBIDNENL is BEYOND ANY FLOOR CEILING FINISH / 6\�111 <-1-.calx C.L.. Psanx PM ST.LUC&F rmsen cn� DRAww w � c I tem < NA L� EB-aoco719 L ,I wahst A twr K.oL � '•�•.•• �°'� P.E. SEAL Sf RE/DATE rt.oaeA uc.f 44157 17.17 sxzr v oFx 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. A.S.D.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(Fl) MAXIMUM MULLION SPAN(c1) UAX ASM. MUM ©4°x8"xt/4°MULLION G1 4k8'k114"MULLION G2 4'x7k114'THICK(JB'FLANGE)MULLIONon= A= mAxwwDESMQG 4'x85c7/4°MULLION G7 4'k8'kt/4'MULLION G2141"141THiCK muum SPACING MULLION PAM f SPAC94 (7i8'FLANCc')M R0 Qt)- ORIENTATION#1 ('� ORIENTAT1aV z ORIENTATION 1 f# ORIENTATION p2( ) ORIENTATION 1 #4 ORIENTATION 02( ) (P+•/•) (R)a cwErRAnON�i OwENTAnoN#2( OwERAnON 1 ORIENTATION 02 MT ORIENTATION/2(d) END KMWR ENO I INTERIOR ENO INTERIOR END INTERIOR END END INTERIOR END LNTERIOR END 04TERIOR END IgMRMR END INTERIOR END wT w8R 3QA 26'-0' 7'-10' 9'-8' 7'-3' IZ-O' 9-4' 10'-7' B-0' 12'-6' 9'-8' 7'-6' 12'-6' 30.0 20'-0' 7-f0' 9'-8' -3' 12 9'-4' 10'-7 8-0' 12'-6' 7'-6' 12'-8' 35.0 20'-0' T-4' 9'-3' 8'-B' 11'-5' 8'-B' 10'-0' 7'-7' 12'-6' B'-11' 6'-il' 12'-6' 39.0 20'-0' 7'-4' 9'-3' 6'-9' 11'-5' 6'-8' IO'-O' 7'-7' 12'-6' 8'-11' 12'-8' 4&0 F20--0- B'-10' B'-10' 6'-4' 10'-It- 8'-I' 9'-7' 7'-3' 12'-6' 8'-5' 8'-8' 12'-8' 40.0 20'-0' 6'-10' B'-70' 6'-4' f0'-1f' 8'-I' 9'-7' 7'-3' 12'-8' 6'-8' tY-6' 45.0 6'-8' 8'-6' B'-6' 10'-81 7'-8' 9'-3' 6'-1 I' 12'-8' 7'-11' 8'-2' 12'-6' 450 20'-0' 6'-6' 8'-6' 6'-8' 10'-8' 7'-8' 9'-3' 6'-11' 12'-6' 6'-2' 12'-6' 60.0 8'-2' 8'-2' 8'-0' 9'-11' 7'-4' 9'-11' 8'-7' 12'-8' 7'-4' S'-11' 12'-B' 60.0 2o'-0' 6'-2' 8'-2' 8'-0' 10'-2' 7'-4' 8'-11' S'-3' 12'-6' 5'-11' 12'-6' 35.0 5'-11' 7'-it' S'-9' 9'-O' 6'-8' 8'-7' 6'-3' 12'-4' 8'-0' S'-7' 12'-8' 69.0 20'-0' S'-11' 7'-11' S'-9' 0'-f0' 7'-0' 8'-7' 4'-10' 12'-4' S'-7' tY-6'60.0 5'-9' 7'-9' S'-8' 8'-6' 8'-4' 8'-6' 6'-2' W-0' 6'-4' 5'-6' 12'-8' 940 19'-5' S-9' 7'-9' S'-6' 9'-8' 8'-10' 8'-8' 4'-B' 12'-0' 5'-6'65.0 5'-9 T-9' S'-4' 8'-4' 6'-4' 8'-4' 6'-2 11'-10' 6'-4' 5'-6 12'-6' CLO 18'-$ S'-9 7'-9' Y-4' 9'-7' G-f7 8'-5' 4'-8' 11'-10' S'-6 12'-6'70.0 5'-9' 7'-8' S'-4' 8'-2' 6'-3' 8'-2' W-2' 11'-9' 8'-3' S'-6 12'-6' 70.0 17'-4' 5'-9' 7'-8' S-4' 9'-8' 6-lo, 8'-4' 4'-8' 11'-9' S'-6 12'-6'78.0 5'-9' 7'-7' 5'-4' 8'-0' 6'-3' W-O' W-2' 11'-7' 6'-3' S'-8 12'-5' 79.0 18'-6' 5'-9' T-7' 5'-" 9'-5' 6'-f0' B'-3' 4'-8' 11'-7' 6'-6 1Y-5' 90.0 5'-9' 7'-7' 5'-4' Y-10' 6'-3' 7'-10' S'-2' 11'-6' 8'-3' 5'-6 12'-4' 80.0 W-9' S--9' 7'-7' 5'-4' 9'-C 8'-f0' 9'-3' C-8' 11'-6' 5'-5 /2'-d' 6&O 15'-0' 5'-9' 7'-7' S'-, 7'-9' 6'-3' 7'-9' 6'-2' 11'-5' 6'-3' S'-6 12'-3 68.0 1S'-0' 5'-9' 7'-7' S'-4' 9'-3' 8'-i0' 8'-2' 4'-8' 11'-5' S'-6 /2'-3 GOA t<=� 5'-f0' 7'-7' 5'-5' T-9' 6'-4' 7'-9' 6'-3' 11'-S' 6'-4' 5'-7 12'-3 90.0 14'-2' S'-f0' 7'-7' S'-3' 9'-J' 6'-it' 8'-3' 4'-10' 11'-5' 5'-7 12'-3 GSA 13'-5' 5-10' 7'-Y 5'-6' -B 6'-5' T-9' 8'-4' 11'-5' 8-5 5'-8 12'-3 GS.O 13'-� 5'-l0' 7'-7' S'-6' 9-3' 6'-11' B'-3' 4'-11' 11'-5' 5'-8 12'-3 700.0 12'-6' 5'-1t' 7'-7' 8'-7' 7'-9' 6'-6' 7'-9' 6'-4' 11'-5' 8'-6' S'-9 12'-3 100.0 W-9' S'-11' 7'-7' S'-7' 9'-3' 7'-0' 8'-2' S'-0' 11'-5' 5'-9 12'-3 f0&0 t2'-2' 6'-0' 7'-7' 1'-7' 7'-9' 8'-7' Y-9' 6'-5' 11'-B' 6'-7' 5'-9 12'-3 IO&0 12'-2` 6'-0' 7'-7' S'-7' 9'-3' 7'-1' 8'-2' S'-1' 110.0 fill-7' 6'-0' T-T W-8' 7'-9- e'-8' 7'-9' 6'-6' 11'-5' 6'-8' 5'-10' 12'-3 110.0 11'-7' 6'-0' 7'-7' Y-8' 9'-3' T-2' 8'-3' S'-3' 11'-5' 6'-10' 12'-3 1TBA T5'-b' 6'-1' 7'-7' 5'-9' T-6' 6'-9' 7'-9' 6'-7' 11'-S` 6'-9' 5'-11' 127-3 119.0 It'-f' 6'-t' T-7' S'-•9" 9'-3' T-2' 8'-3' S'-4' 11'-S' S'-11' /2-3 T20.0 lo'-8` 6'-1' T-6' 5'-9' 7'-9' 6'-t0' I T-9' 6'-7' 11'-5' W-10' 6'-0' 12'-3 120.0 10'-6' 6'-1` 7'-6' 5'-9' 9'-3' T-S' 6'-2' S'-5' 11'-5' 6'-0' 12'-3 125.0 to'-2' 6'-2' 7'-7' W-10' T-10' T-0' 7'-10' 6'-9' 11'-5' 7'-0' 6'-1' 12'-3 12&0 f0'-2' 6'-2' 1'-7' 5'-10' 9'-Y 7'-4' 11'-3' 6'-9' 11'-5' 6'-1' tY-3 130.0 6'-10' Er 3" 7'-7' 5'-10' 7'-9' 7'-0` 7'-9' 8'-9' 11'-5' 7'-0' 8'-1' 12'-3 130.0 9'-10' 6'-3' T-7' S'-f0' 9'-3' T-4' B'-2 6'-9' it'-5' 6'-1' 12'-3 176.0 9'-5' 6'-C 7'-7' 5'-11' T-10' 7'-2' 7'-10' 6'-10' I1'-5' T-2' 6'-2' 12'-3 139.0 9'-5' 6'-4' 7'-7' 5'-11' 9'-3' 7'-5' 8'-3' 6'-10' 11'-5' 6'-2' 12'-3 140.0 9'-t' 6'-a' 7'-7' 6'-0' T-10' 7'-3' 7'-f0' 6'-11' 11'-5' Y-3' 6'-3' 12'-3 140.0 9'-f' 8'-4' 7'-7' 6'-0' 9'-3' 7'-6' 8'-3' 6'-11' 11'-5' B'-3' 12'-3 t45.0 8'-10' 6'-5' T-6' 6'-0' 7'-9' 7'-4' 7'-9' W-11' 11'-5' 7'-<' 6'-J' 12'-3 1450 B'-f0' 6'-5' 7'-6' 6'-0' B'-3' 7'-6' 8'-2' W-11' 11'-5' 6'-3' 12'-3 TS0.0 8'-6' 6'-6' 7'-7' 6'-1' T-9' 7'-5' 7'-9' 7'-0' t '-5' 7'-9' W-4` 12'-3 150.0 8'-6' 6'-8' 7'-7' B'-1' 9'-3' 7'-7' 8'-2' 7'-0' 11'-5' W-<' 12'-3 TSTA 8"-3' B'-6' T-T 6'-2' T-9' 7'-8' T-9' T-1' 11'-5' T-8' W-5' 12'-3 1554 8'-3' 6'-6' T-T B'-2' 9'-3' T-8' 8'-2' 7'-1' ii'-Y 6'-5' 12'-3 180.0 8'-0' 6'-7• T-8' fi'-2' T-9` T-T T'-9' T-2' 11'-5' T-T B'-6' 12'-3 1940 '-0' B'-0' T-6' 6'-2' 9'-J' T-9' 8'-2' T-2' i1'-5' 6'-6' 12'-3 •MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. / ND MULLION I` INTERIOR "Is MULLION MULLION +++ --- ,, "ucFys.; ✓= FLOFUDA BUILDING CODE(Non High Velocity HunicOne Zone) .�.L=.S'•••�.• "g--I LID ; 02017 TILTECO uf0. • ORAAW By'._• * 'Mr Nautilus MULLION SPACING:"S" Rollfng5hattorSyste2n oB/24/n _ I L E C O im,. DATE TILUT TESTINO tr ENGINEERMO COMPANY EXPERT SHUTTER SERVICES INC.TR '��r ":1..`•" +1 eve nr.mti sr_s�...x:.�acxA cuara. W."1" 1625 S.W.MUMORE SEET 17-244 E1�6\t 1,1+ a mai'L.-c"LL_ A*,F M)7499: M i SCHEDULE 1b SCHEDULE 2b --`--- - -- - FLOOR TOCEILING(TRAPPED)MOUNTING MAX.SPAN(ft)FOR END AND INTERIOR MULLIONS FORAGIVEN WALLMOUNTING MAX.SPAN(FT)FOR END AND INTERIOR MULLIONS FORAGIVENA.S.D. A.S.O.DESIGN PRESSURE RATING(o.s.f.).&A IZ-O'MAX.MULLION SPACING(II)• DESIGN PRESSURE RATING(P.S.F.),&A 12'-0'MAX.MULLION SPACING(FT) MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(R) VAX. A.S.D. MAX" (G 4'x6-x114`MULLION G1 4•xS-xi/47 MULLION G2 4'xrxl/4'THICK(318•FLANGE)MULLION DES N Ymook%11 ©4'x87014•MULLION G1 4"x894/4`MULLION G2 E'xTx1/4'THICK , (ft)wi. • OREMATtO!1 it �) ORtEMAiION 2( )t oRl..!'irAncN + t ORff1rrATwY F2(0)t OWENTATION it cfitENiAT10u Fz( (P�•) (R}' o(L'FMASIOtI F1 oREJ1TAT10•'1 iz(0) oRIEManaN 1 �)t ORIEt1Un0Y Fz(0)t ORIENTAnON iz( ) ENO Ifam0R END W7MOR END INTERIOR ENO 04TER+OR END END NIE'FWR END OOERIOR Ela 1MFRIOR END MMUCR END I V.TERIOR ENO MTEi00R 30.0 12'-0` tt'-7- 11'-6' 9'-9' 12'-6• 12•-6• 12'-6' 10'-7• 12'-8' 12'-61 11'-3' IV-6` 30.0 12•-0• 9'-9' 11'-6' 9'-9 121-6' 12•-8' 12'-8• 10•-7' 1 12•-0' 11'-31 12'-6' 310 12'-0' 10'-7' /0'-11• 9'-2' 121-6' 12'-6' 11'-11• 101-O' 1Y-6' 12•-6' 10'-4' t2'-6' 1 3&0 12•-0• T-2• 10'-11' 9,-r 12'-6' 12'-6' 11'-11' 10'-01 12'-6' la'-4' 12'-6' 40.0 12'-0• 91-70' 70'-5' 0•-9' 12'-6• 11•-a' 11'-4' 9•-6• 121-61 11'-10• 9•-7' i2•-6' 40.0 12'-0' 1 B'-8• 10'-Y B•-9• 12'-8' 11'-8' if'-{' 9'-6• 121-r V-7' IV-6• 4&0 12•-0• 91-Y 10'-11 8•-4• 121-5' 1 t0'-11' 101-it' 9•-1' 12'-6• 11'-2' 9'-0' 12'-6' 4&0 12'-0• 1 8'-4• 10'-1' 81-4' 12•-5' 10'-11• 10'-11' 9•-1• 12•-6 9'-01 12'-6' 600 t2'-0' 8'-9' 9'-6' 8•-1' tY-0• 10'-4' ld-7' B'-9• 1r-6• 10'-7' 8•-6` 12'-6' 501 12'-0' 1 8'-1' 9'-8• a'-1' IV-0' 10'-4• 10'-7' 0'-1. 12'-6' 8•-6' 12'-6' 6.0 0 12•-0' 8'-a' 9'-5• r-/0' 118-8' 9•-f0• 10•-3• 8•-6' 12•-6' 101-11 8,-1• 17-66 530 12'-0• T-10' 9•-5' 7'-10' 11•-8• 9-10` 10•-3" 8•-6' IV-6• 8'-t• W-6` 000 12'-0' B'-T fl•-2' 7'-8' 11•-4• 9'-5• 9•-tt' B'-J' 12'-6• V-7• 7•-9• 12'-6' SOA i2'-0' 7'-6• 91-2' 7•-61 I1'-4' 9'-5' B'-11' 8'-1' IV-6• 7'-9 12'-6' 63.0 12'-01 7'-8' a,-It, 7'-Y Il•-O' B'-i' B'-8' B'-O• 12'-6' 9'-3• 7'-5' 12•-8• a" 12•-0' 7'-2• B'-11' 'r-2' IV-0' 9'-1' 91-8• 0'-a• 12'-8' 7'-5• 12'-8' 70.0 12'-O' T-4' B'-8' &'-It' t0'-9' B'-9• 9'-5' T-10' 12•-B' B'-11' Y-2' 12'-6' 70.0 tY-0• B•-11• 8'-8' 6'-11' 101-9' 8'-91 9•-5• T-+0' t2•-6• 7'-2• 12'-6' -MO 12'-0' T-1• B'-6• 6'-8• 10•-6• W:- 9•-3• 7'-8' 12'-6' B'-7• 8•-11' tr-6• 7&0 12'-0' B'-8• 6'-6' 6'-8' 1O•-6• 8'-5' 9'-3• 7--8' 12'-6' 5'-11' 12'-6' 00.0 tY-0' 6'-ti' a•-4' 6'-5• 10'-3' a'-2' 9'-0' 7'-5' 12'-6• 8'-4' V-8' 12'-6' a0.0 12'-0• 61-51 e'-4• 6'-5' 10'-3• 8'-2' B•-0• 7'-Y 12'-6• 6'-8' 12'-6' 6SA t2'-0• 6'-a' 8'-21 6'-3• B•-9' 7'-11• a'-10' 74-2• 12'-6' B'-1• 6'-8' 12•-6' a" 12•-0' 6'-r 8'-2' 61-3' 10'-1• 7'-11' 0'-10' r-2• 12•-6• 6'-6' 12•-' 000 12•-0' C-6• [:•-0• 6•-1' 9•-2' 7'-8• a'-8' 7'-0• t2'-5' 7'-f0' 6•-s' 12'-6' ODD 12'-0' 6'-1' 8•-0• 6•-1• 9'-11' 7•-B• 8•-0• T-0' IV-5• 6'-t• 12•-6• 98.0 12'-0' 6'-4' 7'-IS S'-11' B'-8 7'-5` B'-E' e'-10' 12'-1' 7'-8' 6'-2' 12'-B` 98.0 12•-0' 5'-11' V-10' V-11' D'-8' 7'-6• 8'-6' 6'-10' IV-1' 6'-2' 12'-61 100.0 8'-r 7'-8' 8•-9• B'-3' 7'-0` 8'-3' 8'-8• I1'-9' 7'-0' 6'-0' 1T-6' 1001 12'-0' 5'-9' 7'-8• 5'-9• 9•-Y 7'-4• 8'-5' 5'-6' 11'-a• 6'-0' lr-6' 105.0 fr-0' Iv-0' 7 7-7• 5-8" 1 T-10' V-8• r-40' 6'-6' 11'-8' 6'-8' S•-10' t2'-s' 103.0 i2'-0' S'-8' T-0" 8'-a' 9'-4" T-1' 8'-3' S'-3" I1'-6' S•-SO• 12'-4• SCHEDULE th' (LIMITED LOAD,MULLION SPACING 8 SPAN INSTALLATION) SCHEDULE 2b' (LIMITED LOAD.MULLION SPACING&SPAN INSTALLATION) EN FLOOR TO CEILING(TRAPPED)MOUNTED MAX.SPAN(ft)FOR END&INTERIOR MULLIONS FORA WALL MOUNTED MAX.SPAN G(itFOR END 8 ORINT1Z0R C SE 1)&3 FORA E 11) GIVEN A.S.D.DESIGN PRESSURE Ws.(.)AND FOR 12'-O'(CASE 1)&8'A'(CASES Is&11)MAX.MULLION A.S.D.DESIGN PRESSURE RATING(D.s.f SBEAND FOR 12',O^(CASED 8 8'-0'(CASE IH MAX. SPACING(R3• MULLION SPACING fft) MAXIMUM MULLION SPAN (Fn MAXIMUM MULLION SPAN _ (FT) YAX G 4•x6'0/4'THICK G1 4k8'xV4•THICK G3 2;-x114'THICK G 4'x671/4'THICK G1 4'x8•x114'THICK G3 nr0114•THICK Asa• I/AlOYUY 1/A70LUY l6T/nA1131 OEM MULL" MULLION MU!LFOt1 FLA MULLION 16IX1/0lQ1 pm MULLION MULLIN MULLION CASES Sp�1 ,AMN firm-17'3Z,c WON 11(R.:NDTOH 11 TAUT 1 ORDruNw 11.ROOAWN 1 CASES P �° O'Fi8Yi7N(''A:F:OA10N it CP-OIDIYJ7/l 67xOT07 1 a'97('A:OY!I '0atX! (D�t) (�• (fit (D)t (tet (fit Mt fait Mt END (p,c) • Eft (D)t 'fit (4t (0)t (4t (D)t F2:0 RSiER10R ENO INTERIOR MTER0R END L•ITEROR MULLION END INTERIOR END IM,EROP, WEMOR ENO MTER.t7R 50.0 72'-0' P12 -6' 12'-6• 11'-6' t2'-6` - 11'-0' 30.0 1Y-0• - 12'-6• 12'-6• 12•-6• IX-6' - •t'-p' AD 12'-0' -e• t2'-8• W-N' 12'-6• - I1'-0' 33.0 12'-0• - I2'-6• IV--6, ft'-11-11• 12'-6' 400 1T-0• '-6' tt'-8• t1'-a' 1T-6' - 11'-0' i 400 12'-O' - 12'-6• 11'-8• 11'-4' 12'-6' IV-0' CAM L4&0 12•-0- •-8• f0'-Ii' f0•-11• tY-8' - II'-0' '� INTERIOR CASE r ' ' - lY-5' 10'-I1' ta'-11' 12'-6•500 12'-0• -0• t0•-4' 10'-7• 12'-6' - 11'-0' 00.0 12'-0' - 12'-0• 10'-4'65.0 t2'-0' '-B' 9'-f0' 10'-3' 12•-6• - 11'-0' ' MULLION 53.0 12-O 11•-0• 9•-10. 10'-3• 12'-6`C- '-4` 9'80.8 12'-0' '-3' 9'-4' '-11' /2'-6' - 11'-D' 9-_ - 30300 5-o' '-6• 12•-6' 12•-6• 12'-6' - IV-0' L. � �• 30.0 8'-G9•-0 9'-0' 9'-0• 9'-0• 9'-0- 33.0 B'-O' '-6' 12'-6' 12•-6' 12'-6' - 11'-0' '` 36.0 8'-0' - 9'-0• 9'-0' 9'-6• 9,-D• - 9'-0• 400 B•-0• 9'-D' 9'-0' 9•-0• 9'-0' - 9'-0'40.0 e'-0 '-6 +z-6 12-e 72-6 - 1r-D• MULLION SPACING:"S° 410 e•-0' ' ' 9'-0` 9'-C' 9•-O 9'-0' Ol'�L 401 6'-p' '-6' 12•-6• 12'-6• 12'-6• - 11'-0'$0.0 8•-0• '-6• 12•-6• 12'-1' 17•-6' - 11'-0• 85.0 8'-0• 9'-0• 9'-0' 9'-0' 9'-0• 9'-O' IV-6• 12•-6' 11'-8• 12'-6' - 11'-0' 08.0 801_ 8'-O' - 12'-2' 12'-2' t r-4• 17-2' - n'-o' "MAXIMUM MULLION SPACING SHALL BE SUCH �Q• mo 6'-0' _- s'-o' e'-0' s'-o• s'-D' - s'-o' ea.a a p +2'-p' 1 V-o' 1 r-4• 72•-p' - 1 t-D THAT MAX ALLOWABLE SLAT SPAN FOR THAT 5&a 8'-0' - 9'-0' 9'-0• 9'-0• 9'-01 30.0 e•-0• - 9'-p' s•-W s•-o` 9•-0• - s-o DESIGN LOAD SHALL NOT BE EXCEEDED. 70.0 8'-0 - 9'-0' 9'-0` 9•-0' 9'-0 0. 351 8'-0' - 9'-0' fl'-0• 9'-0' 9'-0' - 9'-0• =r- ao.0 9'-0• 9'-0' 9'-D' 9'-0' - 9'-0• 401 a•-O' - 9'-0' 9'-0' s'-o' T-D• _ - 9'-0• t MULLION ORIENTATION IS AS SEEN FROM THE ' • 9'-0' 9'-0' B'-o' - 9'-0• 461 a-0' - s'-p 9'-0' B'-0' 9'-0' -o' OUTStDE(EXTERIOR)OFf.R y T. " ••• s-0s'600 6.-0. _ 9.-0. g.-0. B.-O. 9.-0. - 9,-O. Itl. CRqq y,-p. 9,-0. 9.-a.3&0 8 9-0 9-0 - B'-0' 1 �r n•��1 . - 9•-0' 9'-0• 9'-p• 9'-0• - 9'-O• 1 CASEQ 00.0 8'-0' - 9'-0• 9•-0' 9'-0• 9'-0' - 9'-0' 111 •••'•••••4tC��(/ 610 8'-0• - 9•-p• 9•-0• 91-0' s'-a' - a'-o' A s�'''; FLORIDA BUILDRIG CODE(Non High Veloc(ly ITur6cane Zone) 700 9'-0' &9'1.�01 e'-0' 9'-0' 9•-0' - 9•-D' Mj , %78.0 8'-0• 9•-0• 9'-0• 9•-0' - 9•-0' 9 ; 02D17 r.LTECO V.C. 1Ar��`�� cnAm'J OC 00D B-0' 9'-0• a'-9' 9'-0• - 9•-0• lY (, �60.0 a'-a• a'-9`• e'-Y• 9'-0• - 9•-0• O Ate--may. j RoLungsbuKorSys(om CJW4/17 no B'-07'-9`• T-0' - 9•-0' L (t }1 _� ,'�OIa'-0• T ' T-4`• 9'-0' - 9'-0' •n41••. ;Ix L 1;4 TIV,1T T6TING QEXPERT SHUTTER SERVICES INC. 1000 0•-0' r-3•• 7'-0'• W-0• - 9'-0' „ / /•p••' V 1 v3 rC :c,WC.w r a Sloe 1626 S.W.OLn404E STREET 17-244 NOTE:USE T4'IFANCHOR CONSISTS OF HILT(,INC HUSH SCREW OR POWER FASTENERS, C E 1 11 w�. a ma'-0 0coew.wtm''�' ,FORT„ 1t:e�rA�c(772)871-=3 OPirosc N° A �\ 1 WEDGE-SOLTANCHOR_SEE SCHEDULES 1&2 ON SHELTT 1OA '' •• •'' EB-OOG67i9 WALTER A.IUA Jr,P.E. �•'^' .... '^• P.E.SEAL./SIGNATURE/DATE FLC;WA Li.F 44167 mlrari n.n • SMEr u p'26 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 T-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& AND 7-0"MAX.MULLION SPACING SPACING(R)• (FT)' MAXIMUM MULLION SPAN(Fr) MAXIMUM MULLION SPAN(FT) MAX A&DDc= UO3M Q4xSxl4MULLION 4xSkt4MULLION G4kT / I (18FLANGE) ©414'Ei/4"MULLION 4"IISNI/4"MULLION G4-x7V14'THiCK PtMULLION PRESSM _ lv'e'FLANt ) K12'-6' N gf OMENTATMN 2((I) ORIENTATION Bt 09UMATION/2 ) ORIENTATION 1 ORIENTATION/2(D) (lam•? ( � ORIENTATION S1 OR34ATION 2( ) ORIEt4TAT10N 1 ORIENTATtOf(p2(9) OPoENTA710N f2( ) INTERIOR ENO INTERIOR END IN MORM121-6, INTERIOR ENO END WTMOR ENO INTERIOR END MtEFWR END INTERIOR ENO INTMR ENO RAEMOR 30.0 7'-0' 9r-B' 12'-6' 12'-6' 12'-6' 1r-0' 12'-8' 12-6' 12'-8' 12-6• 7'-0' 12'-5' 12'-8' 1T-8' 12'-8' 12'-6' 12'-6' 1r-6' 12'-B' /2'-6' 121-6' 3" Y-0' 12•-6' 12'-8' 12'-6'� 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 7'-0' 12'-6' 12'-6' 12'-8' 12•-B' 12'-6' 12'-6' 12•-8' Ir-6' 12'-8' 12'-6' 400. 7'-6' 12'-6' Ir-6' 12'-6' 12'-6' 12'-8' 12'-6' 12'-6' 12'-8' 12'-6' '-0' 1 '-B' IV-' 12'-8' 12'-6' 12'-6' 12'-8' 12'-6' 12'-B' 12'-6' 12'-8' 480. 7'-0' 12'-O' 12'-6' 12'-6' 12'-6' t2'-8` 12'-0' 12'-6' 12'-B' 12'-6' 7'-0' 1 '-V' 1 '-0' 1 '-6' iz_812'-B' it-8' 12'-6' W-6' 12'-6' 12'-6' BOA Y-0' tl'-7' 12'-6' 12'-6' 12'-6' 12'-8' 12'-B' 12'-6' 12'-6' 12'-6' 7'-0' 2'-8' 11'-Y 12'-6' 1 '-6' 12'-6' 12'-6' 12'-6' 12--6' t2'-6' 12'-6' 68.0 7'-0' IV-3' t2'-8' 12'-6' 12'-6' 12'-3' 12'-8' 12'-8' 12'-6' 12'-6" 7'-0' 12'-6' 11'-3' 12'-6' 12'-8' 12'-6' 12'-3' 12'-6' 12'-6' 12'-8' 12•-6' 6" 7•-0' i0'-if' 12'-6' 12•-6' 12'-6' it.-11' 12'-Bit-6' 12-6' 12'-6' _9 7'-0' 12'-B' 10'-1 - 12'-6' 12'-8' 12'-6' 11'-11' 12'-B' 12'-6' t2'-6' tr-B'63.0 r-0• 12'-6' t0'-8" TZ'-Y 12'-6' t2'-6' 11'-7' 12-6 12'-6' 12'-6' 12'-8' 12'-6' B5. 71-0' 12•-0' 101-6' 12'-1' 12'-6' 12'-6' 11'-7' 12'-6' 12'-6' 700. 7-0' 12'-B' to-5' W-6' tr-B' 12'-6' 11'-3' 12'-6' 12'-8' 12'-6' 12'-8' 12'-6' Y-O' 12'-8' t0'-5' ii'-6' 12•-B' 12'-6' IV_r 12'-6' 12'-8' tr-8' 12'-6' 70.0 7'-0' 12'-1' t6=r to-W 121-6' 12'-8' IV-O' 11'-11' 12'-8' 12'-6• 12'-0' 12'-8' 7'-0' t2'-1' to'-2' fa-11' 12'-8' W-6' 11'-0' 11'-11' 12'-6' 17-6' 12'-6- 60.0 7'-0' 111-8' 9'-11' t6'-6' lr-4' 12'-6' 1a-10' ii'-5' tr-8' 12'-6' 11'-11' 12'-6' �OQ.O_ '-0' IV-6' V-11' IO'-8' 1Y-4' 12'-6' fa-10' 11'-Y 12'-6' 11'-111 12'-61 ' 86.0 7'-0' ii'-D' 9•-8' to-2' 12'-1' 12'-6' to-7' 11'-0' 12'-6' 12'-8' IV-4' 1 '-6' Q_ 7--o' 11'-0' 9'-9' la-2' 12'-1" 12'-6' 10'-7' 111-0' 1r-6' 11'-4' AW-67 90.0 7'-0' 10'-r 9'-7' 9'-10' IV-10' 12'-S' 10'-51 la-8' 12'-6' 12'-2' 10'-10' 12'-8' 7'-0' Ia-7' 9'-7' 9--10' it'-10' 12'-$' 10'-5- 10'-8' 12'-6' t0'-10' 12'-6' 06.0 7'-0' to-2' V-5' 9•-6' 1V-7' 11'-11' 10'-2' 10'-4' 12'-8' 11'-9' 10'-5' 12'-6' 7'-0' 10'-T' 9'-5' 9'-8' 11'-7' 11'-11' 10'-2' IO'-4' 12'-6' t0'-5' 121-6' 100.0 7'-O' 9'-SO' 9•-3' 9'-3' 11'-5' 11'-6' 10'-0• 10'-1' 12'-6' 11'-5' 10'-1' 12'-6' 0 7'-0' 9'-10' '-3' 9'-3' 11'-S f1'-60 f0'-0' 10'-1' 12'-6' to-1' 12'-6' 105.0 71-0' 9'-6' 9'-1' 9'-Y W-3' 11'-2' 91-10' 9'-10` 12'-6' 11'-1' 9'-8' 12'-6' T-O' 9'-6' 9'-11 9'-1' 11'-0' 11'-2' 9'-10' 9'-10' lr-6• 9'-8' 12'-6' 110.0 Y-0' 9'-3' B'-tt' B'-f0' (t'-t' 10'-10' 9'-9' 9'-7' 12'-8' 10'-9' 9'-S' 12'-8' 7'-0' 9'-3' B'-it' 6'-10' tt'-i' f0'-IO' 9'-9• 9'-7' lr-6' 9'-9` 12'-6' 115.0 7'-6' 9'-0' 8'-S6' 8'-7' f0'-tt' 10'-7' 9'-7' 9'-5' 2'-8' 10'-5' 9'-1' 12'-8' 1 Y-0' 9'-0' 8'-10' 8'-7' to-11' 10'-7' V-7' 9'-5' 12'-6' 9'-1' t21-6' 120.0 7'-O' 8'-S' B'-8' B'-S' 1O'-9' IO'-3' V-5' 9'-r 12'-6' 10'-2' 9'-10' 12'-6' 120.0 7'-0' B'-9' o-B' 8'-5' 10'-9" 1D'-3' 9'-5' 9'-3' 12'-6• 9'-t0' 121-6' '.1250. 71-0' 6'-b' 6'-7 B'-2` to-7' 101-6' 9'-4' 9'-1' 12'-8' 9'-SS' B'-T 12'-6' 7'-D' 8'-6' B'-7' 8'-2' IW-7' 1s-0' 9'-4' 9'-1' W-6' 8'-7- 12'-6' 130.0 7'-0' 0'-4' 8'-5' 8'-0' 10'-6' 9'-9' 9'-2' B'-11' 12'-8' B'-9' e'-5' 12'-6' _L30,q 7'-0' B'-4' B'-5' B'-0' t0'-8' 9'-9' 9'-2' B'-11' tr-6' 8'-5- 12'-6' 135.0 71-0' 8'-2- 8--4' 7--9' ta-4' 9'-7- 9'-1' B'-9' 12'-8' 9'-6' 6'-2' 12'-6' 7'-0' B'-2' 6'-4- Y-9' 10'-4' 9'-7' 9'-1' 140.0 7'-0- 8'-O' w-3' 7'-7- to'-I' 9'-4' 9'-0' 8'-7' 12'-8' 9'-4' 8'-0' 12'-6' .O 7'-0' 6'-0' B'-3' Y-7' t0'-3' 9'-4' 9'-0' B'-7' 12'-6- 8'-0' 12'-6' 148.0 7'-0' 7'-f0' 8'-2" 7'-5' S'-9' 9'-2' 8'-10' B'-6' 12'-B' 9'-2` 7'-10' W-8' 7'-0' 1 7'-10' B'-2' 7'-S• IV-1' 9'-2- 8'-10' B'-8' 12'-6' 7'-10' 12'-6` (SOA 7'-0' 7'-8' 8'-1' 7'-4' 9'-5- 9'-0' 8'-9' B-4' 12'-8' 6'-11 7'-8' 12'-8' A 7'-0' 7'-8' 6'-1' 7-4' 10'-0' 9'-0' B'-9' B'-4' 12'-6' 7'-8' 12'-6' 155-0 7'-0' 7'-6' 8'-6' 71-2' 9'-r B'-SO' 6'-8' 8'-3' '12'-S' B'-9' 7'-6' 12'-6' I155.0 1 Y-0' 1 7'-6' 6'-0' Y-2' 9•-10- 6'-10' 8'-8• B'-3' 12'-5' 7'-8' 12'-8' 160.0 Y-0' T-4' T-tY 7'-0' 6'-10' 8'-8' 8'-7' 8'-1' 12'-2' 8'-8• T-5' 12'-6' 160.0 Y-0' Y-4' 7•_11• J'-0' 9'-9- 8'-8' 8'-0' 6'-I" 1 •-r 70-5' MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. ND MULLION g tz ERIOR-LLION ,11; Yi 3 FLORIDA BUILDING CODE(Non H;gh VelocityHurricane Zone) *t T •. = c2a17, INC. Lc.A"Na MULLION SPACING:"S" �( LEC iNt. RoningSbuttarsy om- 03/24/DATE17 TiLLR TESTING A ENGWEERHIG COMPANY EXPERT SHUTTER SERVICES INC. — 1 . -.15�• �t HIL'Nr.:4n.R..Zb..t@,LF1 GA a R wl. 1626 S.W.BILTNORE STREET 17-244 Y r� 1, way.I(xalsn..su r_I WM_Iml PORT ST.LUCE.FL 34984 w i �QNAL��VI,,,, a-01017:LTteroOV_ none(M)7151-0036.WL(772)671-0190 Dmww6 No ED-0006719 WALTER A T4L0 1•.P.E. P.E. SEAL/51 A E/GATE r1A5a0A L<.P 14+67 . SHIET 26 or 26 r