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Home My WebLink AboutProduct Approval (2) <^..... --...r....-iM�+.sV.+.r-•..r.s•+..a.+-.Y..k':�o-ei.:.i..w....,....�w+..-rv..v n...irt. --•r_-.. 4�T.��l`�N91! .."°.-rT'�Y.,`�•?„,.,. SCIS Home Log In ; User Registration Hot Topics, Submit Surcharga; Stats&Facts '; Publications Contact us SCIS Site Map Links i Search 11 ESI Product Approval d,jr '• USER:Public User e ptt>onet Annnwal Manu>pmNffn nr Upl1rn161Ht-� ry>Ailbia•atian I PoI>Application Dota11 :FL FL12246-R4 Application Type Revision RECEIVED Code Version 2017. ApplicationStatus Approved APR ® 9 2019 Comments Permitting r• ST. Lucie County, 9 Archived Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST Port St.Lucie,FL 34984 (772)871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol,com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Quality'Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Biimore St Port St Lucie, 34984 (772)871-19155 Ext 106 >_ CallExpert@aol.com 'Category Shutters Subcategory Roll-up Compliance Method :Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Englneer C f Evaluation Report—Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr,,P.E. the Evaluatii n•Reporf Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute 'Quality Assurance Contract Expiration Date 12/31/2019 Validated,By John Henry Kampmann Jr. LL t=.i.Validation Checklist-Hardcopy Received Certificate of Independence %M=- OWM 1.t s21�-tib',Tl�tt:dpi']�bl_�1;1Nt�fri�€I9fiIwNi€,L6p Referenced Standard and Year(of Standard) Standard Year ASTM E-1996,E-1886 2005 ASTM E-330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Secdonsfrom the Code Product Approval Method' Method 1 Optlon D 'Date Submitted 08/27/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 "Summa of Products FL# Model,Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Limits of Use Installation Instructions ApproZed for use In HVHZ:No M 1MA A4 11 1 11 1- 0 Ai=�lfdM i" bftw M Approved-for use outside HVH2:Yes NAME Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:+160/-160 CFeated,by Independent Third Party:Yes Other:State Missile Level"D"wind zones 1,'2,•3 and 4 Evaluation Reports (basic protection only).Pressure rating: +30,-30 p.s.f.at FIA YNA I13 Aa M1511T 9F1 IWPA MVIEUAM"a 20'-0"span and+160,-160 p.s.f.at W-0"span with 1/2"slip. 3aa plat r"y"a EV_AL ik.TMN_f1a jRT_-P_t1P See sheets 15, 16 and 20 for additional pressures and spans. Created by Independent Third Party:Yes. Bac4 -u Contact Us;:2601 Blair Stone�8oad.Tanahamiie R 32399 Phone:850-487-1824 The 6tate'Of Florida is an AA/EEO employer.CoevriahE2007-2013State of Florida,;:Pdvaw Statement::AccesstbIllgt�ement::Refund Statement Under Florida law;email addresses are public records.If you do not want,your e-mail address released In responserto a public-records request,do not send electronic :mail to this entity,Instead,carie ict the office by phone or by traditional mail.if you have any questions,please contact 850,487.1395.'Pursuant to Section 455.275(1), Florida statutes,effective'Octobel 1,2012;licensees licensed underChapter'455,F.S.must provide the Department with an email address If they have one.The emalls 'provided may be used for official communication with the licensee..However email addresses are.publlc record.If you do not wish to supply a personal address,please provide the Department with an.emall address which can be made available to the public.To determine if you are a licensee under Chapter 455,F,S.,please click Item. Product ApprovalAccepts: �frizi 1.;0un� Cr�i�Citrt�" Sale i GENERAL NOTES: 8.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENOATTONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER 1.NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PLED.))HAS BEEN 9.ANCHORS REQUIRED FOR STORM EARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLIg5LE SECTIONS SHOWN ON SHEET S. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION)OF THE FLOW DA 6UILDING CODE -3/8'0x1 1/4'CALK-INS MANUFACTURED BY POWER FASTENERS, INC. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MV110-DADS -1/4'0x3/4'SOLJO-SE.T MANUFACTURED BY ALL POINT,INC. /BROWARD COUNTIES). -3/8'0 KWIK BOLT TZ MANUFACTURED BY HJLTL INC: DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -5/16 C TAPCOH MANUFACTURED 13Y ITW BUILDER,INC FOR A BASIC WINO SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW lNT AT ABOVE MENTIONED SHEET. FOR A DIRECTIONALTLY FAC 1OR KQ-0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC EDGE DISTANCE AND EMB AND SP ARE BEYOND V ANY MENTIONED ID ANCH AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS 90CATED ON SHEETS 15 THRU 18&20 TIM 26. ERIAL EMBEDMENT IN 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 WAND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR -SPACING O 1DOX EDGE DISTANCE O 100% CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18 rt 20 THRU 26. 3/8'oxl 1/4'CAUL-IN 3 3/4' 4 1f2' 1 1/4'(3000 0) NOT ALLOWED 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, 114 3/8093/4'SOUP-SET 3' 3 7/a'(3000 psi) NOT ALLOWED A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS ha USED IN THEIR ANALYSIS.FASTENERS 3/8860 KWIK BOLT R 9' 4' 2 1/2'( pan NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.O.S.2015, 5/16'0 TAPCON XL 3 3/4' 3 t/8" 2 1/4''((22899 psi) NOT ALLOWED NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN 10 ANCHORS REQUIRED FOR MULLION CONNECTIONS 94ML BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH 10A. 11, 11A 12, 12A 13 & 13A FLORIDA REPORTp 1030.01-08 AS PER ASTM E 1996-05 E 1886-05 AND E 330 STANDARDS,QUALIFYING INSTALLATIONS FOIL WIND ZONES 1,2,3 do 4,MISSILE TYPt 0 AND ONLY APPLICABLE TO BASIC PROTECTION D BY[flLTI,INC. MANUFACTURED BOLT TZ EXPANSION ANCHOR MANUFACTUREDTURE INSTALLATIONS.AS DEFINED BY SECTIONS 62 —KWIK B.1.1, 6.2.1.2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19 h 20 —HUS—H SCREW ANCHOR MANUFACTURED FA INC. FOR ADDITIONAL LI/ETATIONS. —WEDGE—BOLT ANCHOR MANUFACTURED BY POWER FASTENERS,INC. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6063—T6 ALLOY(UNLESS OTHERWISE NOTED),SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. 4.ALL SCREWS(EXCEPT END RETENTION SCREWRC TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL YIELD STRENGTH AND 90 kni TENSILE STRENGM�R CORROSION RESISTANT COATED CARBON STEEL AS PER DIN EMBEDMENT O IOOX 50018.ALL S.D.S.ARE TEK SCREWS MANUFACTURED BY ITWI BUILDEX&SHALL COMPLY W/FLORIDA BUILDINGGROUT FILLED OR ANCHOR SPACING O 100% EDGE DISTANCE O 100% CONCRETE CONCRETE BLOCK CODE SECTION 2411.3.3.4. 3/4-1;KWIK BOLT R 27' 9' 4 3/4'(3000 psi) NOT ALLOWED 5. BOLTS TO BE ASTM A-307,GALVANIZED OR NSI 304 OR 318 SERIES STAINLESS STEEL WITH 36 k5T MINIMUM 1/2'0 KWIK BOLT R 22 1/2" 7 1/2' 3 1/4'(3000 PSI) NOT ALLOWED YIELD STRENGTH- 3/8'0 KriIK BOLT TZ 6' 4 3/8' 2"(3000 PSI) NOT ALLOWED 3/8'0 HUSH SCREW 4' 5' 2"(3000 PST) NOT ALLOWED &NAUTILUS ROLLING SHUTTER SYSTEM BEANS U.S.PATENTS 18,095,225 AND 17,409,980. 3/8'0 WEDGE-BOLT4 1/2' 4 1/2' 2 1/2'(3000 PSI) NOT ALLOV _ 6ED 7. ANCHORS 70 WALL FOR@SIDE RAIL SHALL BE AS FOLLOWS: 3000 PSI) NOT ALLOIBED 5/8'0 MLI%-K SM OR III=BW 7 1/2' 7 1/2" 2 1/2"(7 00 PSQ NOT ALLOWED (A)TO EXISTING POURED CONCRETE MIN.3000 p.e.7.COMPRESSIVE STRENGTH. 11,THE INSTALLATION CONTRACTOR IS TO SFAL/CJJILK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16'0 TAPCON XL ANCHORS AS MANUFACTURED BY LTW BUILDEX, INC. TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8'0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI, INC. 12.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VETTJFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO At) MINIMUM EMBE4"FOR DMENT INTO POURED CONCRETE SHALL BE FOR�� INSURE PROPER ANCHORAGE THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE,CONCRETE BLOCK OR WOOD FRAME BUILDINGS. NOI EMBEDDMENT I6'0 TAPCON XL NTO STUCCO SHALL BERCONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 13,THIS PROOUCYS INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE POMIT IS APPLIED TO. A2) MINIMUM EDGE DISTANCE(ED.) INTO POURED CONCRETE SHALL BE 14.LIFTING MECHANISM NOT PART OF 1Ht5 APPROVAL 4'FOR 5/16'0 TAPCON XL ANCHORS h 5'FOR 3/8'f KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL 15.WI THIS P.E.O. O.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON C NOITIONS DEVIATE FROM THE P.E.D. THE EXISTING WALL OR FLOOR,ANCHORS SHAD.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS (B)TO EXISTING GROUP FILLED CELL CONCRETE BLOCK WAIL:ASTM C-90 P.E.D.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY TTW BUILOEX,INC. (a)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS 8.1)MINIMUM EMBEDMENT OF 5/16'0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (0)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF UNE SHALL BE 2 1/4.. RECORD(EO.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD,ACTING AS NO EMBEDMENT I STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. RECORD DELEGATED ENGINEER TO THE P.E.D. ENGINEER,SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 8.2)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)THIS P.E.D.NULL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED TT. &3)T CANE THAT PRECAST STONE. PRECAST CONCRETE LO BRICK PANELS,VENEER E PAVERS BE FOUND IN 16.PRODUCT MANUF LABEL SHALL BE LOOTED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF THE EXISTING WALL OR FLOOR,ANCHORS StW1 BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND QTL'R68%S" SUCH PANELS. FLORIDA EWIdDIpO EA OIryIj,YA$EL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BU0.SXNG bi s, 9C9CL ONLY B£USED 717 (C)TO EXISTING WOOD FRAME BUILDING;SPRUCE PINE-FIR-SOUTH(0-0.36),DOUGLAS-FIR-SOUTH (0-0.46)OR � , r THE STATE OF FL TO SOUTHERN PINE 82 W/G- 0.55 MIN. `Y j RCA FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) —5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BUILDEX.INC. ��'Nf�67 'j 02017 Mita WD' Nautilus �Be C.1)MINIMUM EMBEDMENT OF TAPCON XL ANCHORS,INTO THE WOOD FRAME UNIT SHALL BE 2 1/4'PHYSICAL � T THREADED PENETRATION. . " * It ftubgSbMHer3y3(am GO/24/I7 NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT .p IL E C O INc. oATE C.2)MINIMUM EDGE DISTANCE((ED.)OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/46.EDGE DISTANCE IS 9O ,, + ``4 TR.LIT TIESma a nlcincvor+c couPANr EXPERT SHUTTER SERVICES INC. BEYOND ANY FINISH MATERIAL. ILC' Y1 °�"ys„L. .'�;";•r"o°s,n u`e° 762e S.N.&LTYOFlE SfREEf 17-244 _ Ons)xn-wIPORT .WCIE FL 349G4 C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON �'�.A s�••••••• �6`1LE1T x ES-000671911101f-(WO)Tssame n°'(772)mt- !I* Pte' NO THE EOSTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND VOLTER A TuuT y.PPF..SUCH SUCH PANELS. P.£.S?!R'.'Fjii)yIK(k/DATE IDFMA Li_//4117 SxLL't 1625 �.a#m6 1 su? #8 r #9 #�10 • _ 49°yf T #3 # # r Au2. #2#1 .570* 3-��2e1r �a,_�-•91�1�°,_„'n,rha„'z,V++,'c,`ssa,"ma,rt,in`t>Fw $J�I fle0/� /`/�y�//J{,y•'iW Y' OETAAI A 4 1 ' S A t6e5T/idES$SikI1N"SIG r { I N p�� Qit. lt•3 a TRl6S NF1D14$/L�ETM..MaiRiT aoali• tR R'» W-JEADMTKFA 4off R,Z.r SGm� RL199• RL.69S [RIL46' �R1997• -I- �.122W99� �p2a56• Rte96• � I R',. �`" ) g _ OPTION 91 IMONOLRNICI OPTION#2AVIWASF69O _ §§ 1'• �-aELc " atoNrsTsaaEss srm7v 2 nm S$ ^%I q•. ,�,; "$ 7� ^+ $� / CrP'3 ^'�9 COATESOWnHAOSLVER n ! ^ QETAIL•—C •aav- +fib Rpt HROWC [TS�YST ANr#COFJtDSM ACTIAM BYSl9y1IwCOA7NG.Uc Fy 191.4 IaIITMnW9a16. L.OETZ *-M .w�u3 Fbj-I-%8ksIn'ISESTR34K .esa• ar9• �• Y oA SLATS • .nr— !.mr .sor (�P'3 STARTER SLAT 'rr— 608}76 ALUMJNUMALLOY WS&TS ALVNPIUM ALLOY iii'.- I SCALE W.I- BASE SLAT © Q Fy�t5 W(atln) MAW 8 a — SCALE vr•r 60616AALC-We ALLAY scale W.r _.m. _ . .+ - ,.:ec• �.+x ss• ;i�r.ao' e�00• a0oo• I CETBUSHING�as h .ue• .Tif• s.aa• .+iso tf: SPECS .+ie� R 7L' 1ETS[E rarfnN vrkN R J M-,u STFmSSATY1EMWMkg ^+:m• ` sie- • S O BUILD-OUTTUBE FLDaALMOCL1LL5:6B01c> 6081ILC 76 ALLNUTA ALLOY ®DNOTCHEI) AcneSLQu• .+ss• `tA�° a00° ©RETAINING SYS CREW+BUSHING OD SIDE RAIL* OE BUILD-OUT TUBE E1 BUILD-OUTTUBE 6063-m aLUMn1UM ALLOY walmwnA AwwALcor I .us• 6061mALUVaiLMALLOT SME:=V-+• SCLLE.Vr-/• a SCALE,Ur r *MUST EE REVIEWED 8Y SNUTLCR 1 >AR&FACTURER TO ALLOW FOR A UNUUM +,qTO• �•p 0.050°CLEARANCE B'cIWFEN SOEL:M BEAD AND 1—i • CAVITY WALL AT NON HURRICANE PQS=tM f L—ice ^- @ BUILD -OALLOY UT UE 6o6E ..060• surf+a.r I .c0• i5G QH 114.0414•TRVBUUEXTEKSCREW Ur,9'0' CARfmN ST-I' mr gg B a 9 Sec m i,�n�•^ 5/16'01TWBUILDEXTAPCON XL ANCHOR OI fARBOV STEEL VALE 14•-+• - 4sa QK STORM BAR �,.fA......... OJ 318'OHILTI.INC.KWIKBOLT3ANCHOR 6MI-76ALWEMNAUOY © 4x7 MULLIONF I {�,Tf CARSM STEEL SCALE 1Q•-r QF TRAPPED ANGLE © 4x6 MULLION G1 4x8 MULLION eo61•mxulttAw �. ••L 6061TOALUTANUMALLOT 6051.6ALUMMUI LLOY 6061.76A1=KWALLOY SCALEI)r-r SCALE;2a.r SCAE:IV-r SCALE.rIN0.44167 ' FLORIDA BUILDING CODE(Non Mgh Velocity Hurticone Zone) C2077 TL7EC0 O:C. • FRAXN at Nautilus IILIECO�Ne. ftuing5buttersyitOm o6�n EXPERT SHUTTER SERVICES INC• `QJ� \Y TnL1T TMNC Q ENGINEERING COMPANY 0'•'F/ �• \\ 6ri!iV.xm.A 9a m.vAi: uwiK R MI. 1626 S.W.eLTMORE STREET 17-244 /(• •!! QR \ ver++.--Jere-e:Tc.fu:LtraJen-Ia61 PORT ST.LUTE.FL]4984 COMPONENTS Fes... 6. 1.0 MOG67 54em �(�6)T4f- .TAC�w+a99, N. +=� A7L� WALnR A.TMUT Jr.P.C. DATE FLORIDA Lie.(44167 n SE1LT7 1 OF 7B i 14 14 1J 14 012 4 /� ,• 16 15 1 SIDEIEND CAP I j 1e 2 HOUSING(BACK&TOP).040 THICK 19 ° 3 HOUSING(FRONT&BOTTOM).040 THICK 4 SPRING BRACKET 5 4 5 SPRINGASSEMBLY ' ,4 /0 6 60 MM OCTAGONAL AXLE .� 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) 17 " ° 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 e 11 ALUMINUM BASE SLAT -� 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS f 15 HOUSING(BACK&TOP)FASTENERS e �p 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 22 GEAR-PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX& END QAF•&SSEMBLY COMPONENTS r P T✓q fo ( ��;•�•••Ccun•• FLORIDA BUILDING CODE(Non H5gh Velocity Hurdcone Zone) No.44167 °��,�°��°�� Nautilus ' Ronkwshot[erbystem CO/24/17 iL E C O tNc. EXPERT SHUTTER SERVICES INC. DATE • •�� Harr 7Emnc a EnclnEEmnc COMPANY =too ��(cC ••� �� 1� n5s n.,pc.s,m we r waq n vice 1626 S.W.MTUORE STPM 17-244 rx..,(�m)mr_ive.ro,txsM'1,-rssr PORI Sr.W:JE.rL 54984 17�Q•.•••L{. 111' c E2-=67e°atcom r r.[:( rn-wsc.ns:frrxl mr-m» DRAWING Me (Ir WALTER A iylfi K.P.E: R'- •'r P.E. ffSGf0V9 RE/OATE doll),L;T-9 44167 SRar s or% r BOX DY/6 do Y/77DOX V/9 K �AR ®V/9 KREAR Y/6 do Y/7 END CA , 1 END CAP END CAP I ! 81 END CAP SLATS SLATS 2 82 SLATS STATS s )I3 SLATS SLATS S4 14 -SLATS SLATS C TUTS �G SLSAIS H �8 SLATS 8 �� 8 SLATS0/8 0/8 0'/8 0'/8 0'/8 SLATS SLATS oL f B � SL.A75 p d ; SLATS D (Typ. Eo. ENO) 99 (Typ- Eo. END) 9Sg SLATS 11 � SLATS A 10 MD.) (Typ-) SLATS i i SLATS / STORM BAR SPAca 77 B }�Y/6 do Y/7 (SEE SHEE7 22r— 1 DY/6 & Y/7 B ®v/9 V/9 MSLAT SPAN I i (SEE SCHEDULES ON SHEETS 15 h 20) M.,SCAT SPAN TYPICAL SINGLE UNIT ELEVATION W/0 STORM BARS *, ** (SEE—"MULES Cf1 SHEET 13 ) 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 SHUTTER HEIGHT: * CASE 1; SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0•APPUCABLE TO INSTALLATIONS W/0 STORM BARS,W/STORM BARS OR W/STORM BARS&MULLIONS W/HEIGHTS UP TO 11'-0'. START W/ 1 SLATS AT TOP. WED 13Y 12. 3,_.THEREAFTER,ALL (0)TH�WA DOWN.S EACH SLAT#SHALL CONSIST OF MIN.FIVE (5)SLATS 0.=THAT SLAT NUMBER-PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#I SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.QUANTITY OF FINAL SLAT NUMBER a ,,., INSTALLED BEFORE BOTTOM SLAT(g)MAY VARY WITH SHUTTER'S HEIGHT. y (6)BOTTOM SLAT BQ MUST BE ALWAYS INSTALLED. vc +s• 9 ** CASE 2 SHUTTER HEIGHT LARGER THAN 11'-0'APPLICABLE TO INSTALLATIONS w/0 STORM A� r�• C•,•':• FLORIDA BUILDING CODE(Non BigA VelxTy HUrticone zone) BARS AND W/OR W/0 MUUJONS W/HEIGHTS LARGER T71Na 11'-O'. lNo 441 e• Z. C2017 TVMO TIC Nautilus I�Em (0)CURTAIN SHALL START W ..._/81 SLATS AT TOP,FOLLOWED BY f2,B3. THEREAFTER,ALL * Lr_' THE WAY DOWN-EACH SLAT#SHALL CONSIST OF MIN. FIVE(5)SLATS OF THAT SLAT • * * WRo111r+gSbutferSyatom ca/za/n NUUa9-;L PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE 'O'. IL E C O INC. � CONTINUED UNRL 110 SLAT IS INSTALLED.AFTER$10 SLAT IS INSTALLED,ADDITION 010 9 �'" w��` nLLT7 7Ic5T1Nc d ENWHEERWc COMPANY EXPERT SHUTTER SERVICES INC. SLATS MUST 6E USED TO COMPLETE THE TOTAL SHUTTEP.HEIGHT. f(- •., \�LA s>.y•.,y4.,,,a„sv,�,„jr cumnz n u,m 1626 S.W.ELTuOSE STREET 17-24-4 L ram.:pm)em-Ivc.ro:fyzpT-1vI FL (E)BOTTOM SLAT BQMUST BE ALWAYS INSTALLED. w�y'r�ONAIL L1'15 °"EB-000 FIs"°'" P�°i"-`034.r (m)wl- to I'P.'°"K. �// NALT[R A.73U7 X-pE. P.E.SP?t./ 1 TURE/DATE ILOSM41;°-f•4.167 , n . 6I¢iY a Ores y M=UUU"1 SPACHS W-1/10 OR W-2/11 OR (SEE SCIMULE or@ or all SHEETS 24.25&26) or(0 or W-3/12 OR W-4/13 ®REAR �W-11/10 OR W-2/1 I OR Ulm SIORU EAR SPAJONG Um MLIELION SPAMIG v/9 K Crep W:3 0 �'W-3/ -4/13 �/l 2 OR VWV Box (Srz SaMXXE ON SCE,22 (SEE SCHMULE or or 0 \ -- )� 0191EETS 24. 25&25) Box END C END CAP-- SL475 ii ii #2 L i ii ii SLATS It SLATS 13 SL11 ATS I 0 I SEATS .4 #4 11 ii 'l STs (4 SLATS AP & 1 11 11 #5 ozp 4-rnI I 1 1 SEATS 3- 10) SLATS rj I , F- / . 0/8 -0/8 m Q/8 0 W SLATS z mw #7 #7 n- SLATS 2 SEATS mu (TYP-) ' 8(TyP-) R/8 T oror 11Cr 18 SLATS R'/Or 1I R' SEATS K(0- 1 D R/8 D or it (Typ. Ea. END) I (ryp. Ea. END) -R/8- II R/%- ii SLATS 9 ii ii v SEATS or II or R*/S- I I -R'/811 i I 11 #10 if— -1R 11 310 1 SEATS —H 1 1 SEATS 'X/ ".W-1- 10 OR W-2/11 OR MAX.STCRV FAR SPACING' I (SEE SMEEr 22) .-1/10 OR W-2/1 I OR V/9 \10j W-3/12 OR W 4/13 -3/12 OR W-4/13 (Typ.) Max. SLAT SPAN Max. SLAT SPAN -Mox. SLAT SPAN Ldax. SLAT SPAN Mox. SLAT SPAN Max.SW SPAN (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON f(SEE SCHEDULES ON (SEE SCHEDULES Ott SHEET 15) SHEETS 15& 16) SHEET 15) SHEET 15) SHEETS 15& 16) 91m 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION . WZ MULLION & W10 STORM BARS WZ 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 INSTAL_oTIQN GIVEN A SHUTTER HEIGHT j CASE I SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0'.APPLICABLE TO INSTALLATIONS WIO STORM BARS.W/STORM BARS OR W1 STORM BARS at MULLIONS W1 HEIGHTS UP TO 11'-0'. (a)CURTAIN SHALL START w/p SLATS AT Top. FOLLOWED BY J2. #3..-THEREAFTER ALL THE WAY DOWN.EACH SLAT ff SHALL CONSIST OF FIVE(5)SLATS OF THAT SLAT UUUEEFL PROCEDURE FOR ...... ADDING SLATS DOVINWARO BELOW#1 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS A. COMPLEM QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT@MAY VARY WITH SHUTTER'S HEIGHT. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) (b) BOTTOM SLAT@MUST Be ALWAYS INSTALLED. 44167 62017 MUE00 Mr- C4EANN eft L.C. CASE 2 SHUTTER HEIGHT LARGER THAN 11'-0'APPLICABLE To INSTALLATION W/O STORM 81,R IND W1 Nautilus MULLUONS W/HEIGHTS LARGER THAN I V-O'. C8/24/17 (a)CURTAIN SHALL START W/#1 SLATS AT TOP,FOLLOWED BY#2.#3.—THEREAFTER AM THE WAY THAT SLAT NUMBER.PROCEDURE FOR DOWN.EACH SLAT#SHALL CONSIST OF FIVE(5)SLATS OF • EXPERT SKITTER SERVICES INC. ADDING SLATS DOWNWARD BELOW#1 SEAT SHALL BE CONTINUE UNIIL 110 SLAT IS INSTALLED.AFTER OR w =0 1625&W.BILTMORE STREET 17-244 0 SLAT IS INSTALLED.ADDITIONAL#10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUITER I'll S-1 at—C."L PORT St.LUCIE.FL 34994 L !2�mw DPAWM N. HEIGHT. ED-=67;9 WAM A. 41. G—NATURE/DATE FLCIMK 1210 4416'7y SUM 3 Of 25 (b)BOTTOM SLAT@)MUST BE ALWAYS INSTALLED. POURED- —5/16'0 TAPCOr:S XL W/2 1/4-W- 1 i1 it/8'OR 2-.2-.1/a- 5/15-0 TAPCONS XL W/ CONCtSTEi EMBEDMENT&L'ODsQD60'GAIV. ALUMCVLJLI TU?E— 1/4'0.3/4'RYr BUI DEX TEK SCREWS 2 1/4•Min.EMBEDMENT f W/ 1.O.D..0.06V GALVANI2ED STEEL h 1.O.D..0.050'GALV. % RE0T1 EE' WArcw.ER O 24•ac. 5/16'0 TAPc=oNS XL W / STEEL WASHER O 24'os. 2 1/4-M&1.EMBED VutSiiER O 24•o.c ®24'0 O .c POURED CONCRETE POURED FILLED OR GROUT FILLED OR GROUTT flLLLLEO CONCRETE BLOCK CONCRETE BLOCK WALL RECUIRED. - WALL REQUIRED. / O / J_ CST' EDGE E_/O - EDGE OPENING M ) M OPENING Idl " EIOSINC " O EASGLASS GLASS (BEYOND) (BEIONO) (BE(OND) I UQ Ut /' I CS'JP u SEE ANCHOR I-iG SEE ANCHOR % =v, / ! _ SCHEDULES ON SCHEDULES ON - a:w SEE ANCHOR F x SKEETS 16, 17 1 W N SHEETS 16. 17 'Cy= SCHEDULES QV / Wv'N h 18 I /�,p�f� s & 1a S SHEETS 16, 17 O �z . 1' A O sla A \ A AGn. SEPARATION Min SEPARATION = Win.SEPARATION r TO, GL GLASS EXIEPoQR 3 70 ASS $W TO CLASS �' EXi mR u (SEE SCHEDULES, (SEE SOODLUS. FXiFRIMR (SLE SAL-mJLM I n ON SHEET 15) ON SHEET 15) O � On SHEET 155) OR V I T 0/8 0/8 0/8 ° 0/8 0/8 0/8 POURED CONCRETE ^, / / POURED CGNCRETIE OR GRDUT FILLED OR GROUT FILLED 999 CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK ' WALL REQUIRED OCONCCRRETEE B L / WALL REQUIRED. 0 9 WALL REQU:'nED. ` EDGE OF ii EDGE OF OPENIN P y i OPEMNC 2 1/16• 2 1/16- / I MIN..E.D / IttN.E.D , 1 1/2'x1 1/2'.0.062'xCOM.ALUM. � / � 2•x4'x0.062'4ONT. 5/16'0 TAPC0115 XL W/ -F W/5/16'0 TAPCONS XL IN/ POURED CONCRETE 5/16b TAPCORS XL W/- 1 ALUM.ANGLE 2 1/4-M'm.EMBEDMENT 2 1/4'Mtn.EMBEDMENT O 24'o.c. ( )REW'D. 2 1/4-!t'm.EVBEDMENT / _ r�R Ir INCL 0 24•o.e. FLOORICEILINGITRAPPED MOUNTING 0 24•o.e. WALL MOUNTING BUILD-OUT MOUNTING IIr1 SECTIONS.., ., ✓ FLORIDA BUILDING CODE(Non High Vetocity Hurrkane Tone) INSTALLATION DETAILS ON EXISTING POURED 'o2e,7„L,ELOutC Nautilus DRAM ft �; xoM Sbuft r'y'`°111 CO/24/17— CONCRETE OR GROUT FILLED CELL CONCRETE *��o.`aa�s7 IL EC O�LNO. BLOCK BUILDINGS 90. �° nun TFsrwe a eHaNEtanlc eouvAHr EXPERT SHUTTER SERVICES INC. 1 cw xa Ica.s.a.m.we.cams n n.0 162e s.w.BaruatE STREET 17-244 ' wac.:L>oslWl.lsw.r>:tsalm.-+s1 PORT ST.tA1C�.R]a4e4 Y • ` L11 .- A:Ot—G.teom Teva: en-tls� IRArew no SCALE:J/16• m 1' �� WALTER A.100°enut71y.PF •, �.� en. �® e� n�k ILOA1GA 1rc.t 44167 mew. . sxaY 6 Or 26 viii /I L/DATE 1 > EAs:4,.o MDR."— EXISTCA mom S/16b TAPCOAS n W/ 5/16.0 TAPCONS XL W/ TRUSSES OR FATTER TRUSSES 0.4;AF iR (-2 1/2•Le,PENETRATION 2 1/2•M PO:_wv; 1/4'Oz3/4•IM 6QItOC( / T/a'Oa3/{'RW BtCIDOC k 1'0.0..0.060•CAL". h 1.0.0.0.060•GPs¢ ,1,- �,/a.CR ,1,1,/6-OR (fJ OR RAFTER. STEEL WASHER 0 24•o.c f-'TRUSS£5 OR RPETER STEEL WASHER 0 24•oc. ISULI� j I's�E W/ 2•ri.l 9•� %' SCREWS' EALSTMVC WcC0 CASTING WOOD PLv.Y/4UY TU9E J 1'OD.O.CEO'GPLVA\PLED � �U4 n� i•0.0.0.060.ON.VAta1ID STEFi.WAVIER C 24•or STEEL WASHER O 24'9i 1 I S/IE'0 2AFCCNS XL 5/16.0 TAPCONS XL. ! W/2 T/2•Wes 1 PENE.7ADm4 r 4 PENETRATION 6 _ _ O 2a•O.c O 24' (2)2'.4'OR (2)2•aa'OR r1 2•.6'WNT. 2•x6'CONT. rr (2)2--C.R (z)2'=4ORWD00 READER W000 EDAGER 2•a6'CG4r2'z6'CONT.RECUIREDREOtaRED HEPDE4 WOOD MEAOQtRECUAED b REOUIRED EDG_0 EDGE ; GOE ' M v. EDGE QEoOPENING M w OPEMNC 1JM p OPFA'h'G I z CPEWNc I D CLASS— �StG �NG i(sEYmm) 1� A Daum (sETc+ro) A 1i d (ET aR 3 @OR1(2CR S o;cRlrT55N 1 { I i ,ca.. •- (2)2•Aa•OR @(2)Y 4.0.4 !91 .[ Y. II SpAFAt70v 2'x6•CONT. S£PARAr'.011 �0DSTUD SW�lL 01 1i \ t \ Z OO Q ( 'YFi.TAX) ` a WP%.6R OEWIRED In 0O O IB' DW WOOD To CLASS 20) i 1 `sm SOW. w 1 .Q1CssE 0+ �_ O.C. SIM 20) MAX* / YAX.REOL2.4EO REQUIRED. Qft SHEET ANCHORS 15 sEPPn TAN 3 (�`SHEET 2D) (SEE STET 20) 1 I SCHEmLLE E 1 TO CUSS c 20) CN EHEEr 21 S e ( (�E saenua a, I• ' 1 i i� �� m , 1 s�T r) Q 0/8 S `i 0/8 �j FWSH 8 I 0/8 3 (2)2•=a'OR \ 1 A EE ANCHORS C +1 SEE AND'CRS 1 / 1 1 I (2)2'a6' • SCHEDULE tl SOf177tRE I EDGE ��•v •�� {{{111 ON SHEET 2t ddd EDGE GE, I 1 ON SHEET 21 �1 D OFEhTND 1, STUD O I6' l { CPENtti� 1 1 B O.C.WR. Ii , BREQ1. E.O. (SEE SHE i y I ' 1 SE ANCHORS 11/2'x1 1/2'A.062' (SEE SLEET 1 ; l E' - Zia iD_C92'd-CTT. �{) , ( E ICOM.ALUM.ANGLE 20) mt SHEET 21 S/16.0 TAPCONB XL ! ` • 7 ,C � 5/769 k CONS ITL j\ W/2 1/2'Min 0/8 1\` 0/8 M W/ PENETRAnm1 1 PFJlE7PATAl1 0 8 1 rU 2'.a'OR 2'x' friSH 2'4'OR 216=. 1 2.4'OR 2•.6 2•.4'OR 2'. 1CONT.WD00EX6nKC W000 CONT.WOOD 1 ( CONT.WOOD, M1 ; EXISTING WD00 CONT.ROODBOTTOM PLATE OECK ORS ATE EbsT1NC WOW EOTTOH PUTS DECK OR BOTfOY PLATEFEOYIAED ONCRETE StPa REQUIRED DECK OR I REm9PEO 2Q1CRtTE SV8 REOUIRED(SEE SLEET 20) ' PEOULRED, {SEE SLEEP 20) COQ SAE W(SfE 5•fEET 20) I REWIRED. (SEE SfEi 20) 4rO'EEE) WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y—Y INSTALLATION DETAILS ON EXT• T . WOOD BUILDINGS N.T'40' � N4Ma '1�VGEhISF••.�� L FLORIDA BUILDING CODE{Non High VNocity Hurricane Zone) NO .*'s' •f C 2017 T4RIO- Nautilus `Err : RGAingSbatterSMem 08/24/17 a 7m E C O,,,. 1 T=1 TESTn1G c ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. Gad—y ax m vzar uar n suss 16-6 S.W.BRTYORE STREET )7-244 a-moa:1aLeeaPORE 5T.LUNE.FL 3a)a p0Av910 No E6=6719 wronr(NO) -90%.M M2)m,ceso '31 WALTER A Tlrrr dr.FIX — P.E.SEA Y RE/DATE 110110A Us.A 44167SHAT 7 of 26 —:wti ED. POUREDCONCRETE CR GRCUT ESRD�� F I o§�J (])OR POURED oI CR k8)' ETE CR POURED CONCFVE ( �£DULESCrtt (SEE SCtIEDCJlfS ON CGRODU7 (SEE SCt+EO:oR J CoutRETE OR . SHEETS 17&18) �FtEETS 17&18) FAtlCRETE ecccic� SHEETS 17 GROUT iltsED K (SE-c SCF'E,EDUUlES ON GROUT�' "" c6vcREtE BLo9c ETE SHEETS 17 k 18) I BLOCK \ 2750' *. Hs- f \ 0 4-o.e. A 2' A 2 \ f� , �OR E , @CR 3 VCR r A H — I D oR/2 1/4" Ems' 7 1,.(n i 0 e o.c 1/2•.1/4• .{17) 47 H o.c � ,/2', ,/,• `/ L� CR ,/e•SUP oR,/6•SUP +/2'•'/'• D SECTION W/ STORM BARS FLUSH MOUNT (WALL) \\ TRAPPED MOUNT @ CR 1/E'SLPUILD-OUT MOUNT SECTION P-P (PLAN) SECTIONS 0-0 (PLAN) E: BUILD-OUT MOUNT scx3/jr-,• INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS G G oRG G oRG ©OR G . 2790• 6 4 O.c H A H H * H H 0 4"a.c 0 4•°'�' 1 I `J 0 4'Q=' 0 4'C.C. /� t 0 4'or- a 0 :j /ln) OR Vie)/P .�/n�' `' SECTION Q'—Q' (PIAN) D +�'•�/4' 1/2'•+/4' �J ? ' t/2'. � =,; T/4- ORIENTATION #1 OR 1/8•SUP CR 1/8'SLIP D oa 1/8- CR t/8'SUP, (I1�,10R 1/8'STJP O.R 1/8-_O WALL MOUNT END MUWON SECTION Q—Q (PLAN) SECTION Q—Q (PLAN) SECTION R—R (PLAN) SECTION R'—R' (PLAN) H * ORIENTATION #1 ORIENTATION 12 ORIENTATIONS #1 & 12 ORIENTATION #2 A 0 4•o.c. A WALL MOUNT END MUWON WALL MOUNT END MULUON WALL MOUNT INTERIOR MUWON TRAPPED MOUNT INTERIOR MUWON INSTALLATION DETAILS INTO MULLIONS G,G1,G2 i SCALE:1/4•_,• 1/2'.t/4' v2''�/4- E/� 1 D OR 1/8•SU- OR 1/8•SUP x4" (2) 27OR , I 2"x6'STUD Cox CO. (2) 2'x4" OR (SEE SHEET 20) (SEE SCHEDULE # A G 2"x6-STUDS— I I ON syEET 21) ALTERNATIVELY TO OH , A (SEE SHEET 20) (SEE SCHEDULE IAIN. 1/2 2 I i 1/4-x-20x3/4" S.S. }A.S. I W/ NUT MAY BE USED SECTION Q'—Q' (PIAN) WN. 1/2" FOR THIS CONNECTION ORIENTATION #2 PLYW000 I WALL MOUNT END & INTERIOR MULLION QOR 3 ,aso- 22SD• r OR,• III/tau..i.. .. 1a1'�3 �.t/1 H :7 4441 �r'�: o 1 ,1/4 ,r• �1�EIVs'•., .9: FLORIDA BUILDING CODE(Non High Velocity Hunicone Zone) OR 1/8'SLIP �O 0 4•o.e ,/2'.1/4- D GR 1/84167 z .94167 C2017„LJEO0 We. Nautilus `��' FLUSH MOUNT (WALL) $UJJ,Q-OUT MOUNT * -��-�'� RoMng ShYKerSysteat ce/:4/,y IILIE C O 1mc Dm SECTIONS 0'-0' (PLAN) ' � 4y 1P 7UJJT TESvT��IN�G h ENGWECRNO COYP�Nr EXPERT SHUTTER SERVICES INC. ••.' 14 Ors `v}-J�ShI .v.7Jo xw..•�.J 3n 1626 S.W.EILTYORE STREET 17-244 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS '.s�0 qL 1' 4°* EB-067 ”" P„�PORT 49-�.r�cmie`Tl�,so *+NG N- j JI nut YA SCALE-t/4•-,• P.E;—cF1'/SIGNATURE/DATE FLS Ue l'4tsi �. SHM 8 OF26 J 1/2'Min. ED. 3' ' 1/2"Min. ED FOR 3/8'0 CAL%-171 AJNCNOTS (4)3/8-0 CALK-L1 ANCHORS OR 3'Min.ED. L 3"Min. E.D.�FOR 1/4'0 SOt.10-SET AJ.'J40RS (4) 1/4%Sono-SES ANCHORS OR Min.E.D.—•� 'Min. E.D.--I—FOR 3/6'0 KW BOOS Z FXPAIM4 ANCHORS (4)3/8'o nim EOCT TZ DIPAtSICN ki`AiORS OR (4)ANCHORS*PER (4)5/16"0 TAPCON XL ANCHORS STORM EAR CONNECDON. 1/8'Min. ED:I 1/8'Min.ED�—FOR 5/16"0 TAPCON XL ANCHORS / 1'�--3' 1"1 SEE TABLE 2 ON SHEET 23 EDGE OF SIAB� rEDGE Of BIAS 1/4"TAFCONs XL W/--� (Typ.TOP h BOTTO:A) 2 1/4'LFin.QeEF GAL" 1'' / / & 1.SHER b0'GAUL f•. STEEL WASHER a 2r am K E)RERIOR 4•Min 2• POURED CONCRET 5 2• O O POURED CONCRETE r _ 2 ALUMINUM BRAGGLE (6063-T6 ALLOY) (Pe-3 KSi)5' In. p (Pe-3- 5'min. 2' O O (2) 1 4*0 ANGLE EA SIDE W/ 5/t6'0 TAPCONS x1 THICK REOU[AEO (2) t/4'0-14x RM LTR NLDFX TIX THICK REQUIRED G W/2 1/4'M;n. SCREWS TO STORM BARUK S I ! EMBEDMENT do I f--5' (Typ.TOP& B0i70M) L I I STEEL WASHER 0 a i f 24' a 2 0 � BOX SECTION S-S 1 I n 9 e I ! o I [ ( mMCM - T'Min. FOR 1 BOx u I I `. •' t . WIND ZONE- I D 1-3 t ° tI ! f DETAILA u I I a I 1 D I I R ) >(c 1/4.0-20 OR 3/8'0-16 MACHINE SCREWS USED JOINTLY W/ 2'bin. FOR 0 t SEE STEP 3 ON SHEAT t4 FOR SPE�s' /v m" 1/4.0 s 3/4'SCUD-SET OR 3/8.0 x 1 1/4'CALK-:N ANfSi0175 WIND ZONE I TREATMENT FOR WIND ZO`tE5 1 i1HR11 3 a I 1 o. t'N.fin. FOR G Rc-SPECTIVELY SHAl1 BE LEFT TOGETHER W/ANCHORS AT THE TWE N 4 ° arm' WIND ZONE-� ? I STCRM EARS ARE REMO'AED.(SEE DET.A)- N 1-3 t ° I I EXTERIOR n Min. SEPARATION TO I '10 II ' I (2)ANCHORS*PER GLASS 2"Min.FOR d D STORM BAR CO:EIECTION, O p(SEE SCHEDULES ONI A 0 I I [(Typ. TABLE 3 011 SHEET 23 o`J' n SHEETS 15& 16) I �W WWDQ ONE- I BEYOND t(Typ.TOP k BOTTO!t) �2 n I qqq� p (2)3/8'0 CALK-LN ANCHORS OR ((( y 11 I I TO(T�X)R W SEPARATION TO 3 (2) 1/4'0 SCUD-S7 ANCHORS OR i•. 4'/ II I In GLASS (2)3/8.0 KWIK BOLT TZ EXPANSION D (SEE SCHEDULES ONI A ANCHORS OR 1• BEYOND EXISTING—.y SHEETS 15 & 16) I (2)5/1670 iAFCDY XL ANCHORS t' K EXTE!(IOR I, I GLASS a I I 2. x 2'x2.•:1/8'x0'-5'(6063-76 ALLOY) EXITING--•`I 1 I. ® a ® 2• O ALUMCNUM ANGLE Ea-SIDE W/ GLASS S1 S1 (2) 1/4.0-14:3/4•qwUILDEX TEK 11 I I (IYP.TCP/iM)TU31)a SCREWS 70 STORM BAR K ii F I I (iYP.TC?/>iOTTOU) 5' (Tye.TOP t< BOTTOM) ® ' I ® o ° H3 a (tYP.roP/BSECTION S1-S1 SOifDM)iiI I ((YP.TOP/�TIGM) II 2 1/16 �M POURED CONCRETE MIN.ED ED. n p 9 I a ksi C min. s -1 1/2'x1 1/2'a,0462"a.CON'T.ALU { M. OUR 1: 5/tfi"0 IAr'CONS XL W/ A14GLE W/5/16-9 TAPCONNS XL W/ THICK REGUIREO 2 t/4'N'c4 EM9ELI/FAAl� + 2 1/4•Min.EMBEDMENT O 24•..c. l EDGE OF SLAB POURED CONCRENE I-EDGE OF SLAB I! WALL MOU t ,....^..�u•••p•�J•' IFAPPUBLE CAI 5•.a •rten.t1°IX RE" IFPAt1 ACJ3lE N1 r .9= FLORIDA BUILDING CODE(Non High Velocity Hurriebne Zone) 1--4 1/2'Min. ED 1/2"Min. ED-FOR 3/8'o CALK-L'1 ANCHORS � •�� 02017 nt-Eco wc. vtael or Nin. ED. 3'Min. E.D. FOR 1/4'0 SOLID-SET ANCHORS ` 1�' 67 Nautilus LII`�_'. lain. E.D. "Min. ED. FOR 3/8-0 PM BAT Z EVA�ON AJIMiORS .p; * � ROH)ngSbutferSyWozn 05/24/17 1/8" Min. E.Dr -3' 1/8"Min. ED FOR 5/16•o TAPCON xL ANCHORS '� T �ILIE C O/Nc. °Are •. '(�, `�� TI111T TMOIG&ENGINEERING COYPANT EXPERT SHUTTER SERVICES INC. FLOOR TO CEILING!TRAPPED AND WALL MOUNTING: -244 STORM BAR n 'Fc�/ ''• 6� ++++++ '�c¢V �wno i"� K POR S.W. y�� 4 um SECTIONS VURE/DATE NALEN WALtER 0.T1LL1N b.P.E w.r mala x¢ ae. sm P.E's'LL�/S(4/ 7 �!"4157 , .^ —a °f•zs SGV.E:3/16'-1• 1 4 OR •Win.ED. al;n.ED.ANCCH(ORS 0 3/4'0 ND AND IBIERIORMt�oN3 r2 + t/2'-� �.--3" I..-t t/z' ©&0 (OMENTATION#1)AND Euro muwaus©&©(CRIENaAT10N 12) 3- 1 FOR (2) 3/4.0 KVfX BOJ Z EXPANSION G r f M'Tn. E.D. ,y..�-g t m. E,D. ANCHORS O WERIOR NULUOY (ORIENTATION j2). G EXTERIOR-EOG`OE SLAB. rT r,, i ,-ECCE Of SLAB mum RP aPFUCASE 6- 3•z3 x1/2•.0'-6 4. q N (6061-T6 ALL" �`\'- 3'x3-xl/2•x0'-4- Alum. 4-CLE EA.SIDE W/ 6061-T6 ALL TO 3/4b 7HRU BOLTS '�-- L ( ALLOY)aaam. To MUL!roN(}c& 1 +/2' POURED CONCRETE 6 _ ANGLE EA.SIDE W/(2) (1) 3/4'0 KWIK BOLT TZ 3 (re- 3 Nai Min.) u 3 3/4.0 iHRU EOLiS 70 t 1/2' EXPANSION ANCHOR 1 1/2' 13-Mu,.THICK REOb. 6 MOLLION1 ft (1) 3/4'0 LY/6'Min. EMBEDMENT ¢ E f0_ I KWrK BOUT TZ EXPAIJ90N 1 1/2• TO POURED CONCRETE F ANCHOR W/6-Min (Typ.TOP&BOTTOM) i EMBEDMENT TO POURED g P 6• j H I I CONCRETE(Typ.TOP& ! BOTTOM) EXISTING--T` CLASS I SECTION X7 X1 W/ ALTERNATIVE SECTION X1-X1 W/n* or 1 Mn. 7 GOR G1 (END & INTERIOR MULLION) END & INTERIOR MULLION (W/ ORIENTATION # )} Y/ RI NTATION (6'x4•) z,r n 3ir3'xl/2•x0'-4' 2,� 1 1/2'—6• 1 7/2' 7 1/2- s• 1 1/2" (6061-T6 ALLOY) Imo'IFI I EXTERIOR Alun.ANGLE EA.SCE VI/ , —T Oa II I (O IAULUO.4 oO 8& ES I• l 1 (1)3/4b KWLS BOLT TZ XPANG} 3• G) 3' a o u ESION ANCHOR . Q/8 or I 0/8 or 7t/6•Mon EMBEDMENT To za POURED CONCRETE(Typ. 4Da R/8 or I. 1j R/8 or - ad R 4- 7oP&BOtTOM ! 1 EXTERIOR R-/8 a R'/8 EXTERIOR ( I I j N n1 1/Z' u 1 1/2" , 1 I/2' 8. ! X1 X1 1 1/2' 3'x3'xt/2'x0'-B'(6061-76 ALLOY) 3-.3'x1/2-xO'-6'(6061-T6 ALLOY) ' �n0g) i �•TOP/Balm) Alum.ANGLE EA. SIDE W/ 2) 3/4-0 Alun.ANGLE EA.SIDE W/_(2) 3/4'0 MULLIONII E0. EO. 1 1/2• THRU BOLTS TO MULLI f & (7) THRU BOLTS TO MULLION 0&(2) I If 3/4"0 KYIIK BOLT TZ EXPANSION 3/4-0 KWIK BOLT TZ EXPANSION n -2'-4-2"-1 NICHOR W/6•Min, EMBEDMENT TO ANCHOR W/6"Min EMBEDMENT TO p 3' POURED CONCRETE (Typ.TOP & POURED CONCRETE (Typ.TOP & I! 1' SECTION X1-X1 W/(* Borurou) BOTTOM) POURED coIICRETf END MULLION ONLY INTERIOR MULLION ONLY / (re- 3 14' 1Gn.) (END & INTERIOR MULLION) ( ) ( ) r1 I 6•Mn,THICK REO'D, (W/ ORIENTATION L lj ALTERNATIVES SECTION X1-X1 W/�* r l l , r 1 I i t EDGE OF SV9 EDGE Of SLAB L1 i i1 ($-X4•) If APPLICABLE I IF�u�LE (W/ ORIDITATION # 2) FOR (2)3/4'0 KWIK BOLT TZEXPA'iS1ON (4'X$") Min. E.D. Min. EA. I ANCHORS 0 INTERIOR MULLION® r•"•"••• _ (ORIENTATION 82). ,r' AND BOX NOT SHOWN FOR CLARITY •Min. E.D. Min.E0. - `OR (1) 3/4.0 011K BOJ TZ EXPANMN ,t ANCHORS O END A340 INTERIOR MULLIONS C FLORIDA BUILDING•CCOODE(Non High Velocity Hurricane Zone) ©&10(am B7 & 2�A\T) ;*=f ■�'44*�•• 02017 rkirco M. Nc3TltllilS CPAVI UP END MULLION(G�(ORIENTATION 2) ��{/ 71 FLOOR TO CEILING ITRAPPED MOUNTING:MULLIONS nOR aI `O• RollingSbntt�rSyaltm o6/zs�n SECTIONS W-1 OW-91 • 1 E Cr O ENe. "n' TILLIT TESTING R EHMHEERMG COMPANY EXPERT SHUTTER SERVICES INC. P1626 S.W.111LTMORE STREET 17-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION 1 sip''•• •' � •,,+�' °�^�;°6719 �I�7�9�FAk�I�t� �A WALTER&TXUT Jr,P.E. SCALE: 1/6'- 1• P.E.'2` /DATE ILOPoDA Lia/44'167 mo.m, SHEET 10 Of 26 M'u1. E.D. K�, E.D. 4)ANCyQRS� 3 x3 xi/2'x0'-4' C-2'—i C (SEE SCHEDULE Bt) '(SEE SCHEDULE 11)l (SEE SCHEDULE 11) 1 (6061-'s6� SEE MAJOWY©(MEFIGR)&®(END&OIiQiIOR)TPAP?iD UJUNTFD YU11015 EDGE OF SLAB EDGE OF SLAB _Q_ Atom.ANGLE EA I SPAN COVEAD BT SCHECU[E IV FCR INSTALLATION CJSFS 1.[a&H Ort SHEET IF DpF'- llCA°LE"l AGS PPIKABIE n [ SIDE 71/ (2)TIm BOLTS 1/2'G '� 3• :S. E3, iTO J/ULLIOti E ( M .uU'- SPfL1HG FND 5%:7�NSi/1W10N} UMgL*IT1 OISE I -RnIDUM A14'D Co60LRCIAL APPlLamoNS WITH im T— G 4'WERIOR p.zl.UAXMM ASS.OMGN PRESSURE PAW,,3• 12'-0'WXMUY YUUM SEAMQ i POURED COhT:RETE 3•z3'zf/4'x0'-e° SEE SCHWUUES/i&/2 FOR ADDITIONAL SPEC& n (fe a 3 kai Min,), (6061-T6 ALLLfJf} n SEE SCHEDULE f1. Alum.ANGLE FA SIDE 1 t/2' S.EXD7OOR n W/(2) 1/2'HD TF6tUr�, C1 Im uflm Ug V-REWCHTUL AND COWERDAL APPLICAMI W/i60.8 W. n BOLTS TO UULUON@ NAADIC7F YINlON SPACING. PRESSUREMAGIMAJU DESIGN � -0° { o r�6. ..EE SOaULE5 11&/2 FOR ADDITIONAL SPED£ ' G c'o ALTERNATIVE SECTION X1-X1 W/n# HVIAIM ag¢-EDYY�cw WUCArQH FDR i100.0 W.UMM Asa N u 1 1/2' MIGN PRESSURE PATK 8 0.'N!'-0'MAX0Y[ll M --1 11 Min. ! OR O (ex6° INTERIOR MUWON ONLY W/ ORIENTATION 2) 1 1/2sPAGrIG SEE SCREDULES/'&¢2 FCR AD7RYY{AL 0 G G1 • SPECS At n 3'x3'z1/4'x0'-8' i; 5• ;T ('SEE SCH ULE 12) 2' 2• ZE n (6061-T6 ALLOY) I I ALTERNATIVE SECTION X1-X1 W/4V y, n Alum.ANGLE EA SIDE W/(2) 1/2•G THRU 3• o t BOLTS TO MuLUON 4'x8' INTERIOR AND END MUWON W/ ORIENTATION 1 SCHEDULE /1 u G 1 R 4' w W Q/8 or , Q/8 or 1 t EXRRIOR YIR sue Yw FliGE zo R 8 or Ii R 8 or I"�CASSEES�" ( ) Y"EY ANCHOR p y / / (4)ANCHORS--\ THICKNESS ANCHOR TYPE t SUE ITP.TOP&BOTTOMANCH) " R' 8 (SEE SCHEDULE j1) [f/2' 3 R°/8 li / 3/6'0 rutty INC HUSH SCREY!&D/H POKER FASTENER �� {� 1 if2• WEDGE-BOLT ANCHOR FOR©&®ONTERIOR)YULUGHS 2 1/2' 5 t/e /ORSMA=N/2. 4' /2'I HU INC HUS-H SCREW&1/2'*POWER FASTENER ® u ® ALTERNATIVE SECTION X1-X1 W/ G� -FAIT ANCHOR FOR®(END&INTERIOR)tOAUCH 3• 6- W/O%ENT=ON/t. X1 (4'x8' INTERIOR MUWON ONLY W/ ORIENTATION 2) 1/2-0 HUM INC inane eaT Tz OHLr roR©&®nrRwoR (TYP.TOP/80TT00 (TYP.TCp 0 RS W/ORENIAMOL O2)&®(oro &—qty W/ 2 1/2• 5 1/2- n /�'� II 3'x3'xl/4•r<0•-8• to s° 1/2Y"RTI LNC HUSH SCWEDGE-80 RREW&W*POWER FASTENER n t ANGLE Ek E0. f 1-76 ALLOY) 2 _ t• N) ORIENTATIONS 1 yQ�ZEND OR INTERIOR F 0 1. S II�2L o rT"P,U BOLTS TO ------ I 1 1/Y4 HRT1 INC KWtK aolT Sz 0.1b NCr FOR G&ftl INTERIOR AMN 0IORRiFFATigi/2)&®(END YULIfor+W/ 3 1/4' 7 T/2' I�EDCE OF SLAB (7`i 6'g'�((ERiOR II 6' /2.0 FOLTI INC HUS-H SCREW CR 1/2Y POWER FASTENER WEDGE-EOLT ANCHOR SEE NOTE ON SCN IW ON 3' 6' EDGE OF SLAB I IU�� ( SHEET 25.VALID FOR END&INTERIOR wU.ICNS C& Min. E.D. Min. ED. -I ( /OCAWATIONS/1 OR/2 G APPLICAELEI SEE SCHEDULE gt) (SEE SCHEDULE 1JIH (4)ANCHORS POURED CONCRETE (SEE SCHEDULE�1) ------ i,I SCHEDULE f2 SEE SCHEDULE¢1. L 7 2'S 4'—+-Ir--�-3' IRTA�nO" TFnwcR�ES'S AHCIOR TYPE G SIZE YIN.ANC"OR Ln"•� / �� (TYR'.TOP&BOTTOM) EYIIEDY[HT TINT' S ALTERNATIVE SECTION X1-X1 W/. * D 5/6o wLn INC Hos-H ORen&s/a'�POWER FAsitxrn A FLOOR TO CEILING f TRAPPED MOUNTING:MULLIONS n OR C>;T� >.a t II s• -SMT ANCHOR. 2 t/2' 7 t/2' SECTIONS W-1 (4"x8' INTERIOR AND END MUWON ONLY,. .'. J) qk kb _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) - END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* f = 02077 TILTECO I"� LL 0 = NO.44167 = = Nautilus -- APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS *� RomyshumrSysiem 18/2./17 iL E C O INe. EXPERT SHUTTER SERVICES INC. tY>E SCALE.1/8'=1' 'i Ituf 'Q,t 701}7 7E6rIN0&F7iO1NEERRiC COY]ANY �.r'�! 1&26 S.W.T. JCIF_FE STREET34984 17-244 ..... ;"'"•-''�� tt� e-mot LnecooxL.cc. nas:ea�x�i 7is'-9Lase.ri:mn an.assa wwm H. SIDE RAIL DQ AND BOX NOT y 1s; .. Qf tt E8-0008719 SHOWN FOR CLARITY WALTTR A TaLT Jr.P.F. — P.� - /DATE nZFMA U-S 44167 4 Oso, SNRT IOAor26 EDGE IF APPLICABLE 27aMULLJON DEPTH.1/8'ConL \ ALUM.TUBE (TOP & BOTTOM) W/ \ \ �\ 5/16'0 TAPCONS XL W/2 1/4' -t/<"1." 04ITW B11LLDEx TE)(S EEL 7 3/4" W/t'QC.24'o.'GALVANIZED STEEL MIN. ED, 2 1/6' Min. EMBEDMENT 6 24' o.c. WASHER 6 24'o.c. Mim ED 1' L 1 1J2" EDGE IF APPLICABLE, t 7 1 \ ` d 4• EDGE IF APPLICABLE I — 7 3/4' Mia E0. 1— 7' CONTINUOUS POIktED 10.I , 2•\ 2• 7 3/a' E.D. E CONCRETE(fc=3 tls!Fn) I 2•- 1 8"Min.7l-0CK REQ'D. 2' 1 2' i LEND CAP2- POURED CONCRETE 7 3/4• I (1'c = 3 ksi Min.) EXTERX POURED CONCRETE i EO.-c-EO. B" Min. THICK RED' f c = 3 ksi fAin. s'EXTERIOR Min. E.D. I \ ( ) 4- I \ 8' Min. THICK REQ'D. g I EXTERIOR \ <N GOOR@)1--4--1 I u I 2" \ GOR GS 2' 4. GORGO w ® q E > ?v 0 ) 7 3/<'Mia E.D. 2' I Q�8 Of ' I Q/8 Or 7 3/4•!Ga E ? \ t �^ 1 l4'zS"r3/8' o N R/8 Or 7 I I R/8 Of ——T 4':4•z3/6'(6061-T6 ALLOY) EDGE G APPLICABLE (60Ajv61 76�)SIDE Ed Z R�8 b R'�8 EDGE IF AFPIJCABLEJ mum.PNGLE EA.SIDE zoo tGCImNG i Min, I I D (AWALL MO LSO INS714PEE'D TRAPPED MAY TED SECTION X2-X2 W/n OR CGS* ALTERNATIVE SECTION X2-X2 W/n OR CGS* 3T G"`� I I PER SECTION R'-R' ON SHEET B.) (END Sc INTERIOR MULLION) (END & INTERIOR MULLION) W1 ORIENTATION 11 (W/ ORIENTATION 2) (4"x6" or 4"x8 is Min. E.D 1 1/2"xt 1/2"xD.06 , 2'xCOYT. ALUM. (6"X4" Of 8"X4") 7 3/4' 1 ANGLE W/ 1/4'0x3/4" fTW BUILDEX MIN. E.D. E TEAL SCREWS 0 24" o.c. TO TUBE � SIDE RAIL @ NOT SHOWN FOR CLARITY 7" CONTINUOUS POURED I I 10, CONCRETE(fc-3 Id Ma � I 7 B"Min.THICK REQ'D. NI E I X2 X2 01'.TOP/T ROM) 1 1/2' 1 1/2' 'Iffi/EOTTi1UJ _ . 7 3/4' 4'x4'z3/6'z0'-10•(6061-T6 ALLOY)Alum.ANGLE ,' fr,K A. ��/� MX E.D. EO -EO EA.SIDE W/ (2) 3/4.0 THRU BOLTS TO MULLION Q. '."T�/ & (2) 3/4.0 K)5TK BOLT TZ EXPANSION ANCHOR �'�f•'•VG,p'�'•,� FLORIDA BUILDING CODE(Non ffigtl Vefoc2y Hurricone Zone) W/ 5"Min. EMBEDMENT TO POURED CONCRETE ; c 2017 TILTECO we • (one o WALL. (TYP.TOP&BOTTOM). .44167 Nautilus EDGE IF APPLICABLE Lc * * * Ro1&gShuffvrSy*(em X4/17 WALL MOUNTING:MULLIONS a OR CGI ,d; - TZe c,(,`-0, tutE POURED CONCRETE WALL 9%, 4L �� TILUT TESTNG Q CNWNEER,NC COV➢ANY EXPERT SHUTTER SERVICES INC. SECTION W2 '-0�� .,6 � +1�� °,;, E„s`n'o. •tom sp, ,ft • 16626 S.W.PCRT ST.�L�aae FL 34984- .--T STREET 17-244 END&INTERIOR WALL MOUNTED MULLION INSTALLATION s/0,.....��6L+ `""EB-�7 9`° °��`No A+MC-OW)7-9-9050.FM(772)tn1-0230 tt— WALTER A.TAUT L PZ SCALE: 1/6'a 1• P.E.ftX02WAT /DATE FLOFWA k g Nis? �� .n, s� sNtit tt or2s 1/4'0.3/4'1TW 6U1YY TEK Sr3iEY,S EDGE IF APPUCASt.E EDGE IF APPLICASLE 2"x%IULUON DEPTHxt/fi'Coni tY/I'mDa0A60'GOLmmam STEEL 1_ Txul :-2 M.TUBE (TOP& 801 i0M)Yl/ WASHER O 24'o.c \ p' \ t \ EDGE T APPUC*LE- 7 1/2'Min. E.D. 64 TAPCONS XL W/2 7/4- '� y 7 7/2' M;n. EO , EMBEDME`T 0 24"o.c.NJN. ED. 7 1/2"tem ED_ "-' Y 1 1 1/a' i I 2• POURED CONCRETE [ ( POURED CONCRETE (1'c 3 ksi IFR.) ` 3 1%2• [ \_ (1'c = 3 FIS; Mut.) 6' Min. THICKNESS EXTERIOR 6' Min. THICKNESS Llf EXIlIOOR RE0'D. _ I REO'D. 7 1/4 i 1 z' GQRGi 2 riix..CONTINUOUS POURED E0.1-E0. I 7 1/2' COM.'CRETE fc m 3 k:i!lirl I -END CAP 7 1/2'M;m E — 2Min. ED. ( ) I 7 1/2'6'Vm THICKNESS 4' I 4•x4•:1/4' i T y :1/4'(6961-T6 ALLOY) oREO'D. I I G OR Gt EDGE,IF APPUCA3LEJ (Alum.ANGLE ELLOR SIDE EDGE iF APPUCASLEI ANGLE EA.SIDE. I NN °s Ii EXTtRIOR ALTERNATIVE SECTION X2-X2 W/n OR ALTERNATIVE SECTION X2-X2 W/ CGS* . c (INTERIOR MULLION) SEND & INTERIOR MULLIONS) 8 or (W/ ORIENTATION H 2) (W/ ORIENTATION a° 1) o 0/87r n I Q/8 (4"x6' or 4"xfl (8`x4' <� / [ [ / RSor Y R/8 or ins R�/S n R'/8 OSEE MAXIMUM©(INTERIOR) & G7 (END & INTERIOR) WALL Ci inI MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR (WALL MOUNTED SHOWN, MAY INSTALLATION CASES I' Lc II' ON SHEET 25 �v EMSTIEG 11 Min. I f Q BE ALSO INSTALLED TRAPPED (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): CLASS MOUNTED PER SECTION R'-R' [ ON SHEET 8.) INSTALLATION CASE Y - RESIDENTIAL AND COMMERCIAL ' \ 2 1/2'\\\ I APPLICATIONS WITH 60.8 p.s.f. Idtn. ED 12--" LI 1/2"xi 1/2'x0.062"xCONT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE 7 1/2' ANGLE W/ 1/4"6x3/4' ITW BItILGEX RATING, 12'-0" MAXIMUMMULLION Mw. ED. TEK SCREWS O 24" 0.c. TO TUBE. SPACING. VALID FOR CONNECTION TO i 1 1/4' CONCRETE W/ HILTI INC HUS—H OR POWER FASTENERS WEDGE—BOLT ANCHORS. ® 3 1/2' [ 3 1/2.6' INSTALIATION CASE II' — COMMERCIAL APPLICATION FOR 1100.0 X2 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" (nr.10P/fiottw) 1 1/a' 1 MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO NUOUS POURED ,L4'x4'x1/4".O'-6'(6061-T6 ALLOY)Alum ANGLE CONCRETE W/ HILTI INC KY11K BOLT TZ ANCHORS. MIN. E.D. CONCRETE(fc=3-j&-_ EO-- EO EA.SIDE W/(2) I/2'0 THRO BOLTS TO MULUOtt mm) 6"Wn.THICKNESS\\ & (2) 1/24 ICNIK BOLT TZ EXPAYSION AlICHOR "A ..SIDE RAIL Q NOT SHOWN FOR CLARITY \REO•D. \ Y1/3 1/4" Min. EMBEOMENT TO POURED CONCRETE A•TI WALL. (TYP.TOP&BOTTOM). ,'' ,.•••cc••u�•7•.,,, EDGE IF APPUCABLE +++� Cluf� ••••�'•- FLORIDA BUILDING CODE(Non Sigh-Velocity 8urticone Zone) WALL MOUNTING:MULLIONS n OR_CGJ) ++ 0 2017 TGECO IN¢ • CRAIN 6r. POURED CONCRETE WALL •' i No.44167 ' - Nautilus L` SECTION W-2 ft HingShuaerSystem 121/24/17 T1 L E� UTC ' W 7 LLn TIE MG d EHC NC[Rn16 oOMFANT EXPERT SHUTTER SERVICES INC. QEND&INTERIOR WALL MOUNTED MULLION INSTALLATION ', o':, {,: �.+ �,xD 1626 5.W.U MORE STEW 17-244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS 'c� aNl1LE��O;11'11 WALIM A. ° L,-w, _ PORT m.7�5��"° $DALE: 1/B'- 1• y�bi�J //�M /p nDMA Ui,_144167 . SHM I IACF26 RE/DATE D AOR 7 314-0 KVIX BOLI EXPt4iSICN 4 AGn. ED. Als. ED O ANCHORS 4`END MULLION� (0.4[E17ATIONS 11 &92). (6061—T6 ALLOY)Al.n% t it 2' ANGLE EA SIDE W/(2) FOR(2)3/4'0 KVP.K COLT TZ D(PANS1011 3/4'o THRU BOLTS TO U;n. E.D.-7Min. ED. ANCHORS O INTERIOR MULLION® MULLION &(1)3/4'0 1 1/2' (OAEPITA;ION#2). KY61K BDL TZ EXPANSION _�OF SLAB,I AtICHOR VI/6-Nin. G APPLICABLE I `1 i I 1 i 1 IFaf AFpUS/.'H.E CONCRETE TO POURED CONCRETE(Typ. TOP& BOTTOM} G2 7' EXIfRiQR POURED CONCRETE tl L I^ (T'c - 3 ks;Min.) a 3" -ihTU- 8'Min.THICK RE". e d D O I }. n tl I EXISTING- --" GLASS 1' I SECTION X3-X3 W/ �l2 ti ern. zoN tl G2 (END MULLION ONLY 5 n ! I DMR 1 1/2- 1 1/2' V! 1 ORIENTATIONf 1) 1/2' 4, 41 4 4- N u i I (7'x4') 3. 0 o 0'/8 tl Q'/8 zdp o 1 4' DMOR 4. rn W e I I G2 G2 EXIII80R 08 n I I j u I I 1 i/2 1 1/2' 1 1/2- T / 1 S 1' 3 1/2'�3 t/2' / X3 u I ! X3 7'- 7'� (IYP.TOP/PAiTOY)11 I (fYP.TOP/Fi]iSpQ /1.37.1/27.0'-7-(6061-T6 ALLOY) 3'.3'.1/2'x0'-7'(5061-T6 ALLOY) n EQ. EQ. hum.ANGLE EA.SIDE W//2) 3/4'o Alum.ANGLE EA SIDE W/ 2) 3/4.0 I. I THRs/BOLTS TO MULLION( & THRU BOLTS TO MULLION & n - POURED CONCRETE (i) 3/4'0 KVOK BOLT TZ EXPANSION (2) 3/4'0 KWIK BOLT TZ EXPANSION I I-(1'c - 3 ksi Min.) ANCHOR W/6-Min. EMBEDMENT TO ANCHOR W/6-Min.EVBEDME11T TO j I 1. 3- 8'Nin.THICK REO'D. POURED CONCRETE(Typ.TOP & POURED CONCRETE(Typ.TCP & BOTTOM) BOTTOM) (END MULLION ONY) (INTERIOR MULLION ONLY III 1 r I I 1 ALTERNATIVE SECTIONS X3-X3 W/ G? EOG£CF SLAB L } kEDGE OF SLAB JJ..,, V! ORIENTATION 0 2 IF APPLICABLE 1 App�yBLL , (W1 ) j FOR(2) 3/4.0 KWIK BOLT TZ PAI.SaON (G�X�'� Nin. E.D. Min. E.D. ANCHORS 0 INTERIOR MULLION ,� PLT "' . SIDE RAIL D AND BOX NOT SHOWN FOR (ORIENTATION (12). '`'�i?�ew T✓': O Min. ED. Min.E.O. FOR(1) 3/4'0 KWX BOLT EXPANWON �41.`V S•• CHARITY. ANCHORS O END MULLION W ` f v �••••�•, I FLORIDA BUILDING CODE(Non ffigh Velocity Hurtimne Zone) (ORIENTATIONS Q1 & 82). f*{ NO.44151 * *i 02017 rLECO M Nautilus FLOOR TO CEILING/TRAPPED MOUNTING:MULLION G7 SECTION W-3 TL E C 0 Ro°a'ghuaots � y U EXIM S.W.PERT S�HUT�R fSETRELI INC. 17-244 L 34984 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ®-OW5°729'`°" .d6: 74r11056.rw (M)an-CM o"vm w SCALE: 1/8'® i' P.E.SEAL/SM NATURE/DATE o l,_1 mur NI i� E. v sa. n. ~. SKEET 12 OF 26 0 _ )fin. E.O. Min.EO. QSEE MAXIMUM©(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN SCHEDULE F1T-1 i(sEE SCHEDu_III-i�OF sue ON SHEEF 25SCHEDULE tb' FOR INSTALLATION CASES I, Ia & II EDGE OF SLAB. (SEE W APFUCASLE W IF APPUCAELE (LIMITED LOAD, MULLION SPACING AND SPA:*! INSTALLATION): / INSTALLATION CASE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS t WITH ._60.8- p.s1. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12"-0' MAXIMUM m FouRED CONCRETE (6061-16 ALLOY) . 5�� MULLION SPACING. ® (I't- 3 ksi Etue.), Alum.ANGLE EA SIDE SEE SCHEDULE w/ (z) 1/z'm 6 a THRv ( I SEE SCHEDULE #1 FOR ADDITIONAL SPECS. ffl. � c BOLTS TO MULLION� 3' ° r I r i INSTALLATION CASE la - RESIDENTIAL AND COMMERCIAL APPLICATION ° W/ ±60.8 p.s.f. I,WAXTMUM A.S.D. DESIGN DOSTING� ?� EXIMOR PRESSURE RATING, W-0" MAXIMUM MULLION GLASS mSPACING. w ci t- G3 : 1/2' SEE SCHEDULE #1 FOR ADDITIONAL SPECS. o m INSTALLATION CASE 11 - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. c N n EMOR (a)ANCHORS=/ 7• MAXIMUM A.S.D. DESIGN PRESSURE RATING, (SEE SCHEDULE 11) 8'-0" MAXIMUM MULLION SPACING. SEE G,� c SCHEDULE 91 FOR ADDITIONAL SPECS. ?x ° N Z € ALTERNATIVE SECTION X3-X3 W/CGS Ea Q'/B ` Q'/8 '1r/ ORIENTATION # 21 SCHEDULE #t , a ` 1 (2°x7° INTERIOR MULLION ONLY) MIN.°an T t INSTALLATION IC SUB ANCHOR TYPE k SIZE MIN. CHOR MTA. EDGE CASES THICKNESS (TYP.TOP t BOTTOM) EMBEDANMENT DISTANCE FOR o REO'D. ANCHOR m x� • SIDE RAIL 0 AND BOX NOT SHOWN v n � 3/8'0 HILTI INC'HUS—H FOR CLARITY. REW, I 4" 3/8.0 POWER FASTENER 2 T/2' 5 1/2' ° WEDGE- BOLT ANCHOR (TV.TGPXP/ w'd I (TV.TO 3/WTTW) L 4' BOLT rzILTI INC KWIK 2 1/2' 5 1/2• u POURED CONCRETE II 6+ 1/2'0 HILTI INC KYfiK 3 1/4' 7 1/2" BOLT TZ a 3' (t c=3 k5i L&Q. SEE SCHEDULE g1. .A/ EDGE OF SLAB I imcz OF SLAB IF APPUC*LE �r APPL=BLE Man. E.O. Min. ED. "(SEE SCHEDULE A1) (SEE SCHEDULE 91) FLOOR TO CEILING f TRAPPED MOUNTING:MULLIONS G3 •... SECTION W-3 ol elvo �� '••• 9 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zane) 02017 LL7EC0 9r. • maAxd BC No.44167 '_. Nautilus L� -1' RoH7agShntt•rSysmm 0e/24/17 Q INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * , Ar —~ TIL E C O 1110. marc C nun i�lnc a Excu4Emawa co�PAn EXPERT SHUTTER SERVICES INC. APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS �o,' ,(QR ,!f 1�� , �, ,�. v.�° L,OW�.I�m�STREET 77_2 c-moM Wtcccmalcan RML(ECO)749 i$=.FAX-an)wt, aura+c No scut 1/s•= T• =� ' " 6� d+ Ee-aooe7,9 An� FLO.'OOA liC/a4,87 m.w. • 5NLlT 12A W 26 P �I' nr'/DATE sr EDGE IF APPLICABLE 27.mUU.iON D7PTHxt/8'Cent. \ rA_UM_TUBE(TOP L• BOTTOM)V// 1/4.0.3/4•RW 6UILOE(TE4 SCPXNS 5/16.0 TAPCONS XL W/ 2 1/4' W/ I'0.0,xO.060'GALVANIZED STEEL 2 1/6' N Wm.EMBEDMENT 0 24'o.e. WASHER d 24"o.L 7 3/4' Wn. E.D I tnN_E.D. 1 I. EDGE IF APPIUCABLEA t' I / 1 I t 2' � /� I �---- � 2•-I I I j 7 3/4"Min. CO. i I CONTINUOUS POURED—� 7' CONCRETE(rc=3 ksi Wn) \ POURED CONCRETE \ 8'Min.THICK REO'D. f u 3 kei Win.) 8" wn.THICK REO D. \ ;• EMOR , END CAP 1 i WI 7 3/4" NOTCH WEB I I ?. L Min. E.D. 9 (TYP. TOP/BOTTOM), 4, I 2, OZia N \\\\ \\\\ \ I '�•'� 7 3/4'+lw.E.D. 4'x4"x3/6'(6061—T6 ALLOY) �n 1-Min. I \ um.ANG.£EA. SOE. rn n It n n A ' D (WALL MOUNTED SHOWN. MAY BE r F EXISING1n ALSO INSTALLED TRAPPED MOUNTED EDGE IF APPUCABLFJ n I PER SECTION O'-Q' ON SHEET 8.) EXTERIOR SECTION X4-X4 W/ G? (END & INTERIOR MULLION) o W ® A ® (VI/ ORIENTATION c 2) Q'/8 Q'/8 (4-X�-) W \ Min./E.D\ r T 1/2"xT t/2"x0.062"xCOn?. ALUM. • SIDE RAIL @ NOT SHOWN FOR CLARITY MIN.E.D. \ , TEK ANGLE SCR S 10424 3 o c. O/ BUEIDE% \ 7• CONTINUOUS POURED `N CONCRETE(re=3 Im Wn.) 8"ASn. TFUCK REQ'D. \ I 7 I X4 X4 (T17.TO?/2AtlOv=.- El- (2) 1 1/2• (INF.TOP/B=CV) ME.D. 4'.4'x3/8'.0'-10'(6061—TB ALLOY)Alum MICLEeupFA SIDE W/ (2) 3/4'0 THRU BOLTS TO MULLIOtt � '' '•' FLORIDA BUILDING CODE(Non High Vdodty Hurrirnne Zone) 3/4.0 KINK BOLT TZ EXPANSION ANCHORcW/5' Min. EMBEOMENT TO POURED CONCRETE ,M71V ON17 1x.TECO WC. • MAM un EDGE WALL (TYP. TOP &BOTTOM). _• � Nautilus LQ WALL MOUNTING:MULLION a�? t RoU/ngshufterSystem r�yn IL EC O IN¢. oASE POURED CONCRETE WALL EXPERT SHUTTER SERVICES INC. \ TIt11T fESTINC d ENGINECR010 COYPAN7 SECTION W-4 +�OFFQS ........�6�ytt\\\ �"� °� ®�os7ia 17-244 ffw ,iis'x +ar Poei sr_r�tE.n(m�e/om uuwlc No END&INTERIOR WALL MOUNTED MULLION INSTALLATION k Na WADER A mut J'P.E �. _.- SCALE 1/8•. 1' P,E Sla/�ryyy,�ArRE onTe fLWAW lie/44167 m,f-m, n. SNIT 13 01- EDGE IF APPLICABLE EDGE IF APPLICABLE 2'xMUWON DEPMxl/B'Cont -,————— P:1JM.TUBE(TOP do BOTTOM)VN/ 1/4'0x3/4'IN BUILDEX TEK SCREWS ! ' Min1fiEMBEDMENT®L24'o.e.t/4. W/1'O.DiOAc?`GAi:lA.vtZED STEEL P 1/2 WASHER O 24'o.G a 3/8'Min.ED. 4 3/8' Min. ED MINI.E.D. '• - - G3 1 I ti COYDNUOUS POURED I / � CCNCREIE(Cc=3 fai+6a)� 2' 3 t/2' \ / B"Aon.THICKNESS I � R`O'D. 2. I ___(_ EXTERIOR [ v I 7 1/4- 4 3/8' WF Min_�ED. END CAP 4 3/8'bin. ED. CONTINUOUS POURED \7) COM\CRETE(fc=3 to tln) ° I 4 8'+Fn.THICKNESS 4 Mtn.r REO'D. 0 I G3 EDGE IF APPLICABLE . y n SECTION X4-X4 W/ 63 # �o a (INTERIOR MULLION) iLEf (WALL MOUNTED SHffLTN, MAY (4V/ ORIENTATIONmb O BE ALSO INSTALLED TRAPPED # 2 GEvsS GI MOUNTED PER SECTION 0'-0' (2°X7' ON SHEET B.) EXTERIOR oN _111OSEE MAXIMUM©(INTERIOR) WALL MOUNTED MULLION SPAN 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): m I 2 1/2'\ \ INSTALLATION CASE I' - RESIDENTIAL AND COMMERCIAL Min. E.D \ t I 1/2"xl 1/2'xO.062`xCONT. ALUM. APPLICATIONS WITH 160.8 p.S.f. a 3/8' - ANGLE W/ 1/4"ox3/4' 01 BUILDEX MAXIMUM A.S.D. DESIGN PRESSURE MIN. E.D. TEK SCREWS ® 24' ox. TO TUBE. RATING, 12'-0° MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO I CONCRETE W/ HILTI INC HUS-H OR X4 POWER FASTENERS WEDGE-BOLT Up-r X/eortw)3 1/2' i •TfIP/80Tmv) ANCHORS. INSTALIATICN CASE W - COMMERCIAL APPLICATION FOR ±100.0 t` p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0' 4 3/8 (2) 3/B'o KWIK BOLT TZ EXPANSION ANCHOR MAXIMUM fAULlJON SPACING. VALID FOR CONNECTION TO MIN.ED. v W/2'Min. EMBEDMENT TO POURED CONCRETE CONCRETE W/ HILT[ INC KWIK BOLT TZ ANCHORS. WALL.(TYP. TOP do BOTTOM). EDGE IF APPLICABLE—" CONTINUOUS POURED ,r A.TI �SI�DERAILNOT SHOWN FOR CLARITY CONCRETE(f'e-3 Im+fin.) EN 8"f+GM1 THICKNESS REO'D. ��' .'°JCI S,F '•,' FLORIDA BUILDING CODE(Non High Velocity Hurtieane Zone) WALL MOUNTING:MULLION3)3 : = C 2ol7 nuEco we +Rr POURED CONCRETE WALL No.A416T Nautilus « SECTION W-4 : * ROUIugShuffwSysfam 00/24/7 E C O�11f:. INTERIOR WALL MOUNTED MULLION INSTALLATION * 9��",�(;T'��{;.y(r `",�`� TIWT 7ESTIMG d[NGINE[ROIG GOYMNY EXPERT SHUTTER SERVICES INC. O -Cir'' -" 7-244 .. ''•�\,11`, e�m° '4mco ` 41$31 PGRf ST.LUCr.CFL.34RE STREET T 98'4 0 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS S/ONAt, E,+-00n67i9 "� `�°""-�' `"`""'""°°'° Pb WALTER A.T4LT k.P.E SCALE 1/8'= t' P.E.' /Sf3X1(f E/DATE FWWA Uc./4`167 SHM 1]AOFTe 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 AS.D.DESIGN PRESSURE RATING(p.S.L)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 02,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2:ENTER TO CHARTS (la, Ib k Ib') THRU IC ON SHEET 15 TO DETERMINE.BASED ON AN 12" BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP On),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(ps.L);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN'L'ft. 2.ENTER SCHEDULES to THRU 2c ON SHEETS 24.25&26 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12'.8.OR T),AND DETERMINE MAXIMUM MULLIgN SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN a,©,G_3j& 7@),MULLION TYPE& MULLION ORIENTATION. • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE 3.SEE SHEETS 10,10A,11,11A,12,12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING(TRAP ED OR MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE(M Oj,@& Lum THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 12'SLAT SUP MAY BE PROCEDURE 4C IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A.S.D.DESIGN PRESSURE RATING. 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ic:PROVIDES SEPARATION SHALL BE BASED ON CHART Ie,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 Wl 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,WITHA.S.D.DESIGN PRESSURE RATING AND STORM BAR TYPE,A S.D.DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP (INCHES 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 to THRU 2c ON SHEETS 24,25&26 W/A.S.D.DESIGN PRESSURE RATING; 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,1Z,8'OR 7).AND DETERMINE MAXIMUM MULLION SPAN CHART Ic,ON SHEET 15,R SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. MULLION TWl ALLOWABLE YPE 8 MULLION TE ENTATI N.ION IN BETWEEN SPACINGS FOR A GIVEN QGj,�, 8 7 ), 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD:STORM BAR SPACING AND DETERMINE 5.SEE SHEETS 10,10A,11,11A 12.12A,13&13AFOR MULLION CONNECTION DETAILS AT TOP& MAXIMUM BOTTOM FOR FLOOR TO CEILING(TRAPPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE ALLOWABLE STORM BAR SPAN(HEIGHT). O FOR A GIVEN MULLION TYPE(G,`r &@). 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 3 IS 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. ��tt�f�•JClyrts••:_� FLORIDA BUILDING CODE (Non High Velocity Hunicone Zone) No.441sT CZ017 T'�`° Nautilus """' *' "' RoL1agS6atforSystom wh4/17 IL E C O imp. aTE TIWT TESTING d ENGINEERING COYPU(? EXPERT SHUTTER SERVICES INC. �-+��►n"�/+ a T\\ •" ;,a�ml�i-'IaY.r�".^ocs 2esiwe 17-244 ..Of* " PORT i e- k fill—v0.Lm DRAWING Ib CB-0006719 wars(000)]a9-9056.f/a:(7Y!)WI-W90 WALTER A TILLIT Jr.P.C. cow °'A r P,E. SflCf�/J'17f RE/DATE FL@a0A Li-1!4167 1 .nI SHM 14 OF 26 SLAT PERFORMANCE CHARTS Ia, Ib, Ib' & IC: (ONLY VALID FOR 1/2"SLIP) FORA GIVEN A.S.D.DESIGN PRESSURE RATING(p.&O,PRODUCT MOUNT CONDITION INCLUDING ANCHORTYPEAND FOR INSTALLATIONS W/OR W/O CHART Ia CHART Ib CHART Ib' CHART IC USE MAt0UW VALUE BETWEEN POSITIVE AND WATME E A.S.O.LOAD USE MAOMUII POSITIVE AW.LOAD VALUE 3/8"0 KWIK BOLT 3 ANCHOR 5/16"o TAPCON XL ANCHOR 5/16'o TAPCON XL ANCHOR POURED CONCRETE ro POURLD CONCRM to GROUT roto CELL Co%UME KLOCK MAX_ MAX. SLAT SPAM MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS A.S.D. 'LMAX.' (FT) 'LMAX.' (FT) 'L IM' (FT) MEASURED TO BACK OF SLAT(in) DESIGN tTA1 iRAP(�D � 91mo-ottr wML TFtPPE� 9Rto-otrt t1Att TRAPPm sw6a-�+r gt)an q)r W 0 STORM BARS W SfO2M BARS R All uauNt t+olatT EI�IO(f mmm w/Q tAXRtf YOU1rt .5 J!EZ QLolxtr MournRATING ��JJ IX to tl t ZON WUW ZONE 0 ZON W ND 20NE (P9f) SEE Hata# sEE Na1u# yg # SFE NQTFS# sEe NGTFS# SEE Marts# s¢NOBS# # $FE Nates# s¢NGrEs# NotEs# Ss NaTEs# 1-3 4 1-3 4 30.0 20'-0' 15'-4' 20'-0' 1 20'-0- 20'-O" 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'-31 20'-0' 18'-0' 20'-0' 15'-0" 19'-0' 16'-3' 20'-0' 15'-0- 16'-3" 14'-0- 1" 14 1/2- 6' 7' 40.0 20'-0' 15'-2' 19'-7' 16'-6' 20•-0' 14'-5' 17'-4' 14'-10' 18'-11' 14'-5' 14'-10' 12'-9" 1' 14 1/2' 6' 7' 45.0 20'-O- 15'-0' 18'-0' 15'-3" 10'-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'-10' I6'-9' 14'-2' 19'-1" 13'-1' 14'-10' 12'-10' I6'-2' 13'-1' 12'-9- 71'-0- 1 14 1/2' 6' 7' 55.0 20'-0" 14'-8' 15'-8' 13'-4' 17'-9' 12'-4' 13'-11' 12'-1- 15'-O' 12'-4' 12'-0' 10'-6' i" 14 1/2- 6' 7' 60.0 19'-5' 13-9' 14'-9' 12'-7" 16'-9" IV-8o 13'-2" 11'-5' 14'-2' 11'-8' 11'-4' 10'-0' 1" 14 1/2- 6' 7' 55.0 18'-4- 12'-11" 13'-11- 11'-17" 15'-9' 11'-0" 12'-5' 70'-I1' 13'-4' 11'-0' 10'-10" 9'-6" 1' 14' 6' 7' 70.0 17'-4' 12'-1' 13'-3' 11'-4' 15'-0' 10'-8' 11'-10' 10'-4" 12'-9' 10'-6' 10'-4' 9'-0" 1" 13 1/2' 6' 7' _ 75.0 16'-6' 11'-7" 12'-7' 10'-10" 14'-31 10'-0' 11'-4' V-11, 12'-0" 10'-0' S'-10' 8'-10' 1" 13 1/2' 6' 7' 80.0 15'-9' 11'-0" 12'-0' 10'-5- 13'-7' 9'-5' 70'-10' 9'-7" 11'-7' V-5' 9'-3. 6'-6- 1" 13' 6' 7' 115.0 15'-0" 10'-6' 11'-7' 10'-0' 13'-0- T-3' 10'-5' 9'-3- 11'-2' 9'-3" 9'-0' 1 13' S. 7' 90.0 14'-2' 10'-1' 11'-2" 91-8" 12'-6' W-10' 10'-1' V-11' 10'-9' 8'-10- 8'-10- 8'-0" 1" 12 12' 6" 7' 95.0 13'-5- W-8' 10'-9' 9'-4- 12'-0' 8'-5' 9'-9' 8'-7' 10'-4" 8'-5' 8'-6' T-9' 1" 12 1/2' 6" 7' 100.0 12'-9' 9'-4' 10'-5' 9'-1' 11'-8' 8'-4" W-5- 8'-4- 10'-0' 8'-4- W-3' 7'-6- 1" 12' 6. 7' 105.0 12'-2' 9'-0' 10'-1' 8'-9" 11'-3' 8'-O' W-2' 8'-2' V-8" W-0' 8'-0' 7'-4- 1' 11 1/2' 6' 7' 110.0 11'-7' 8'-8' 9'-9' 8'-6- 10'-11' 7'-10' 8'^10' 7'-11' 9'-3' 7'-10' 7--9' 7'-2' 1' 11 1/2' 6- 7- 115.0 11'-1" F7'-1' 9'-6' B'-4' 10'-7' 7'-8' 8'-B' 7'-8' 9'-0' 7'-B" 7'-8- 7'^0' 1' 11 1/2' 6' 7' 120.0 10'-8" 9'-3- 8'-2" 10'-3' 7'-5' 8'-5' 7'-6- 8'-11' 7'-5- 7'-5' 6'-10' i" 11' 6' 7' 125.0 10'-2' W-0" 7'-11' 10'-0' 7'-2' 8'-2' 7'-4- 8"-8' 7-2' 7'-3' W-8' t' 11' 6' 7' 130.0 9'-f0' 8'-9' 7'-9' 9'-9' 7'-0' W-0- 7'-2' 8'-5- 7'-O' 7'-2' 6'-6' 1' 10 1/2' 6' 7' 135.0 9'-5' 8'-6- 7'-7" 9' 6'-10 7'-10 7'-1' 8'-2' 6'-10' Y-0' 6'^5' 1" 10 1/2' 6' 7- 140.0 9'-1" 8'-4- 7'-5' 9'-1' - 7'-8' 6'-11' 8'-0' 6'-10" 6'-4' 1. 10 1/2' 6' 7" 145.0 W-10' 8'-2' 7'-3- B'-10' - T-6' - Y-10' - - - 1. 10' 6' 7' 150.0 8'-6' B'-0' 7'-2' 8'-6' - 7'-4' - 7'-0' - - - 1" 10' 6' 7' 155.0 8'-3" 7'-10' 7'-0- 8'-3- - 7'-2' - 7'-7- - - - 1" 10" 6' 7' 160.01 8'-0' 1 7'-8' 1 6'-10" 1 8'-0' 1 1 7'-1' 7'-5- 1' 10- B' 7' * NOTES: 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS �Q ANCHOR SPACING SCHEDULES ON SHEETS 17 6e 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. 111 . %ktuE ✓ FLORIDA BUILDING CODE(Non H1gt1 Velocity Hurricane Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH r 02017 1ILTECD IN'- j• DPA-N ITC 3/8.0 KWIK BOLT 3 ANCHOR OR 5/16'© TAPCON ]�XL ANCHOR, INTO 7�N•4416 Nautilus Lc' POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK. ORZ `cam RoHiagS6flttozSyatom 03/24/17 WITH 1/4-0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR �'O- IL E C O INe. DATE WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED_ ►'POS � � Q TIWT TESTING h ENGINEEmo COMPANY EXPERT SHUTTER SERVICES INC. S .P'. 4tr \ eau n..:Tn>��.x4.reavu cNlxTa.n sou 1626 S.W.SLTNORE STRELS 17-244 1 �...Octp7E-Isx.rc,.OctpTE-1sN 1 (ORT 42 LICE,Fi-.54984 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE i Fp�'••......•••''• � 1 e-."at 6TEewOeotcom quwwG No DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. tr 6� 111 s�-oaoa7ts lcaa)T.7-w e.rAc Cm)ml csso WADER A.Ta1IT Jr.P.E_ �'••• 000aim fm �••• r� P.E� 1 TE FLOW J'. /ala? on Iso„ n SNaT 1a OYze ny 1'� MAX.ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE W/318"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D_DESIGN PRESSURE RATING 8 SLAT SPAN RANGE t WALL MOUNT OES>p1 SLAT SPAN RANGE PRESSUREPATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 1V-16't > 18'-20't MNGE SPA s 30.0 9' 9° 9' 9' 9' S. 9° 9' >31-40 9' 9' 9' 9° 9' 9' 9' 8' >41-60 9" 9" 9° 9° 9' 9" 7- 5 5/8" >61-60 9' 9' 9° 9° 9' 8' 5 5/8' 5 5/8- SLAT _ t NOTE., >81-105 9' 9' s' 9' 1 9" 1 6 1/2" 5 5/8' - —SPAN MAX. SLAT SPAN FOR A GIVEN A.S.O. >106-120 9' 9' 9' 9° e' 6' - - �� PRESSURE RATI GIGSHALL >121-140 9' 9' 1 9' e° 7- 6' 1 - - NEVER EXCEED MAX. SLAT >141-160 s° s' 9" 7° 7" — — — LAT SPAN DEFINITION SPAN INDICATED ON SLAT SLAT PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. MAX AS.0• SLAT SPAN RANGE DESIGN PRESSURERATING O'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't CD x 30.0 9' 9' 9' 9' 9' 9" 9' >31-40 9' 9' S. 9' 9° 9' 9' - >41-60 9' 9' 9' 9' 9° 9' 7 1/2- >61-80 9° 9" 9" 9' 9" 8' - >81-105 1 9' 9' 9' 9' 8' >106-120 9' 9" 9" 8 1/2' B° >121-1401 9" 9' 1 9' 7' - >u1-160 9' 9' 1 8" 6" BUILDOUT MOUNT MA)L • SLAT SPAN RANGE DESIGN PRESSURE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't >S'-12't > 12'-16't > 16'-20't GES OE 0 EO E E I @ @ e @ © OO I @ @ e ® © e @ I @ E S 30.0 9' 1 9' 9' 9' 9' 9" 9" 9" 9" 9" 9' S. 9' 1 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' 1 9° 9° S. 9' 9' 7' 7' 6" 5 5/8' 5 5/8' 5 5/8 >41-60 9" 9" 99" S. 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 5 5/8" 5 5/8" - >61-80 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' - - - >81-105 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 - - - >108-120 9" 9' 9° 9° 9" 9" 9° 9' 8' 8° 8' 6 1/2 6" 6" 5 5/8 5 5/8" 5 5/8 - - - - - - >121-140 9" 9' 9° 9" 9' 7 1/2 8' 8" 6 1/2 8° 8" 6" 5 5/8' 5 5/8" 5 5/8 - - - I - I - I - - >t4t-Iso 9' 9° 9' 8' 1 8' 1 6" 1 7' 1 7' 15 5/816 3/4'16 3/4'5 -5/8-15 5/8" 5,5/B:,..,- 1 T/ �"••. FLORIDA BUILDING CODE (Hort High Velocity Hurricane Zone) O 2017 RTCCO INC. ORAM B7: *r NO,44167 Nautilus �--. EXPERT SHUTTER S RVICESmINC. ��7 _0��• TILLIT T6TiNG Q[NGINEERINO CONPANY / ,� .... m ua,rFm•a-vmaq n a+e- 1626 SW.E UORE STREEE 17-244 DAI D �� t+v-:EEmmr•.in. -nmmt-t51t PORT ST.1192 EL 3498- . 498- .•'\��111 e-meE9 OOC�a.ccm pd+T:(EW)7-s 'G.Fu:(7R2)ml-OM OPAWDOG N. V •• HALTER A.7a117 JF.PE •�� IO1 DATE FLOPMA Lic.f-9167 SNE[T 16 OE 26 s/i % MAX.ANCHOR'S SPACING SCHEDULE VU FOR A GIVEN SHUTTER MOUNTING TYPE WI 5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD 81 SLAT SPAN RANGE t WALL MOUNT k%m SLAT SPAN RANGE omm O'-4•t > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't PAM RN GE010 S 30.0 8" 8" B° 8' 8' 8" 7 1/2' S 1/2' >31-40 8' e' 8- 8' 8" 6' 4- >41-60 8' B' 8' 8- 8° 6' 4- 3 3/4' t Hm >61-ao 8" 8- 8° 8° 7° 4 1/2' 3 3/4' - MAX. SLAT SPAN FOR A >6t-1105 8' 8° 8° 6 1/2' 5" 3 3/4' 3 3/4° - —SPANSLAT S GNIEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX. >106-1120 B. 8' 8° 5 1/2' 4 1/2' 3 3/4' - - �� SLAT SPAN INDICATED ON >121-140 8" 7 1/2' B. 4 1/2° 4' 3 3/4' SLAT PERFORMANCE CHART >141-160 8" 6' 1 S' 4" 4' ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT A= SLAT SPAN RANGE cam P�NGM0'-4't >4'-5't >5'-6't > 6'-7't > 7'-9't >9'-12't > IV-16't > 16'-20't RP (paG s 30.0 6" 6' 6- 6" 6' 6' 6- S 1/2- >31-40 6" 6' 6" 6' 6' 6' S 1/2' 4 1/2' >41-60 6" 6' 6' 6- 6" 5 1/2° 4' 4- >61-80 6' 66" 6' 6' 4- 4- >81-105 1 6" 6' 6° S. 4 3/4' 3 3/4' 3 3/4" >106-120 6" 6- B. S' 4" 3 3/4' >121-too 6" 6' S 3/4' 4' 3 3/4' 3 3/4' >141-1160 6' 6' S' 3 3/4' 3 3/4' BUILD-OUTMOUNT Aso SLAT SPAN RANGE Dam O'-4't > 4'-5't I > 5°-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't PI659AtE �,FATM 0 E E E E E E� E E E QE E E E E S 30.0 6" 6" 6' 6" 6° 6' 6' 6" 6" 6" 6" 6' 6" 8" 6° 6" 6" 6" 5 1/2' S 1/2' 4 1/2' 4" 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' 6' 6- 6" 6' 4' 4" 3 3/4' 3 3/4' 3 3/4' 3 3/4' - >61-80 6" 6" 6' G. 6' 6' 6' 6' 5 1/2 6" B. 5" 5' S" 4' 3 3/4' 3 3/4' - 3 3/4' 3 3/4' - - - - >61-105 6" 6° 6' 6' 6' 6' 6' 6' S 3/4E41 4 1/2' 3 3/4 3 3/4' 3 3/a' 3 3/4' 3 3/4" 3 3/4" - - - - - >106-120 6' 6' 6- 6" 6- S 1/2 5 3/4' 5 3/4 4 1/2 4 1/2' 3 3/4 3 3/4' 3 3/4' 3 3/4' ->121-140 6' 6- 6' SS' 4' 4 3/a 4 3/43 3/44 1 2 3/4 3 3/4' 3,31AX">141-160 6' 6" 5" 4 1/24 1/23 3/4 a" 4' 4' - 3 3/40 E - - - - - `4,1 �........... C.. FLORIDA BUILDING CODE Non LG h VelmityHurricane Zone ft 4g16,r" C1n,T TE1Eca W` TKINautilus CPA"y%1RoffingShnfferSysfem CS/24/17O: IL EC O EXPERT SHUTTER SERVICES INC. °"" T ° RtIT W8 EN TCBTa GWFFRIRG COYPCO �NY ��'tAf RjD �t`4y�11` was... n r>� wenn n�:ae 162e s N,a LruoaE s1 Er 17-244 6 V/ •......•�4V 11 w,w.(NOmn-+0. .(SWJGI-1.1 POW St.WCIE.FL 34984 ANAL EN6 C� , <P ec -nm?'9.e°m �.rm.(7m wl�3 oe...p w `VIII E9-0006)79 7�s- - —r�! WALTER A TW Jr.PG �°^ tm Q a> P.E.SQiC+/Sf$P%RE/DATE n"'.Uc 1 a4167 v"1 1snECT I�arm MAX.ANCHOR'S SPACING SCHEDULE VU FOR A GIVEN PRODUCT MOUNTING TYPE WI 5116"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT MA)f - SLAT SPAN RANGE DESIGN PRESSURE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RANGE(pj0.) S 30.0 8' 8' 8' B" B' 8' 6' 4 1/2- >3t-40 /2">3t-40 B' 8' 8' 8' 8' 7" 41/2- - >4t-60 8' 8' 8" 8' 8' 41/2- - - t NOTE., >e1-80 8• 8' 7 1/2' 7" 5 1/2' - - - MAX. SLAT SPAN FOR A >81-tos 8' 8' 7 t/2" S' 4" - - SP SLKt—1 GIVEN A.S.D. DESIGN_ >toe—tza 8' 7 1/2' 6' 4' - - - - [o] PRESSURE� EXCEED RATING SHALL SLAT >121-140 8" 6' 5' SPAN INDICATED ON SLAT >141-160 7' 1 5' 4" _ _ PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT —MAK.AWL DESIGN SLAT SPAN RANGE PRESSURE PATIM O'-4't > 4'-5't > 5'-8't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't RANGE(pit.) s 30.0 6' 6" 6' 6" 6' 6' 6' - >31-40 6' 6' 6' 6" 6- 6' 4 1/2- >41-60 6' 6' 6' 6' 6' 4 1/2- >61-80 6' 6' 6' 6" 5" 4 1/2- >81-105 6' 6' 4 1/2" 4 1/2' >ia6-120 Em 5 1/2" 4' 4 1/2- >121-140 4 1/2- 3 3/4' >141-160 4' BUILD-OUT MOUNT A-0. SLAT SPAN RANGE PRESSURE 0'-4't > 4'-5't > 5'-6,t > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RATING RANGE(P, E E E r33/4' ® E E E E E E E E s 30.0 6' 6' 6' s" 6" 6' 6' 6' 6' 6' 6' 6' 6' 6' 6' 6- 5 1/2" 4' 4 1/2" - - - - >31-40 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' 5 1/2' 4 1/2 - - - - 3 3/4' - - - >61-80 6' 6' 6' 6" 6" 5 1/2 5 1/2' 5 1/2' 4 1/2 5' 4" 4" 4' - - - - 3 3/4' - - - - >81-toy 6' 6' 6" 6" 6" 5 1/2 5 1/2" 5 1/2' 4 1/2 3 3/4" - - - - - - - - - - - - >to6-t20 6" 6' 6" 5 1/2 5 1/2' 4 1/2 4 1/2-14 1/2' 3 3/4 - - - - - - - - - - - - - >tzt-t40 6" 6' S 1/2 4' 4' - 13 3/413 3 4" - - - - - - - - - - - - - - - >1411-160 5' 5' 4" - - - - - - - - - - - - - 4t'� ,.••"••••' ••,Y�''-, FLORIDA BUILDING CODE (Nan High Velocity Hurrieone Tone) r.J •i C2017 TILTECO IXC • CFAYeT4 E0: *1 N.4467 �_ ABA NautlluS DATE RoIHagSh¢ttarSyatom 08/14/17 -�: � I�ECO.N(. OFPs.. R1DP,.•'rllff_y.Q'ttlT T{wwT wTE:SnTmNGmnR-ENGWEEWNG COMPANY EXPERT SHUTR SERVICES INC, , erN•. smY9iwnan1828 SW.B'LTIJORE SMEE7 PORF17-244wLLW_FL 34884 m:tt.o PIo�RIM)74mg nuk- m1 so DRAWNC w9 WALTER A.TWli Jr.PF_ msusi o.a Aa aeml+a uv W /DATE A[D180A Uc 11 44167 sNtzT 16 Oi% 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 (PSO 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 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 1 616 200 1 767 240 796 1 280 1007 1 360 1695 1 480 2422 1 600 2547 1 596 >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 — — — — >141-160 781 320 1186 1 400 1322 1 480 1873 560 1740 640 — — — — — — SLAT SPAN—y I-- NOTE: SLAT SPAN DEFINITION * IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEET FOR VxBVyVALUES. Vy SIDE RAIL VX Vy J/','�f,VCGiS�''•� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.441672017 ELTEC°° Na 1I t11llS RollingS6ntterSysteia ce/24/17 IL ECO a 10, EXPERT SHUTTER SERVICES INC. "T` nu.,i TemNe a[NwNEERuIc ca0ANY t j ........... sVty�� ws n•.xtt a..w.m w�.w rimn n ua 1626 S.W.ELTUCRE STREET 17-244 Q ... 6� T� Few.i(wsX1l-15J0.!n r W�Ien-t,l/ PORT ST.WCIE.FL 24954 S/O\lal �'� TTt' °®- T 8 R*:(6]0)149-90:6.FAi t>'r�WI-M3 duras N. NAL T WALTER A.TMW JF.Pt °m oma urt P.E.SEAL1-iVeAfQg DATE R(nwoA Uc.®14167 �. m.w. 6NEET to�z6 SLAT PERFORMANCE CHART Ib i & ICI:(ONLY VALID FOR 12'SLIP) SLAT PERFORMANCE CHART Ixb l & ITC l:(ONLY VALID FOR 1147i SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE.A.S.D.DESIGN LOAD(O.s.fl,SLAT SLIP 118"AND FOR A GIVEN MIWMUM AS.D.DESIGN PRESSURE RATING(P.a.!)AND SHUTTER MOUNT CONDITION FOR FOR A GIVEN MRXIAASAS.D_DESIGN PRESSURE RATING(p AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOD FRAM ES WALLS WI 2'S(4'STUDS INSTALLATIONS 1V10 STORM BARS PER DETAIL BELOW INSTALLATIONS W/O STORM BARS PER DETAIL BELOW AS PER LIMITATIONS ON DETAIL 1 CHART Ib 1 IISE W/ CHART ICI CHART IIb 1 � z 4/ CHART TIC 1 ttg water Aur I1LTW wslnc/ao rtes ASD 1G0 (m wet Asa LOAD Asa I MD®RDt FO� UM SAT SPAN XF RED WL 1rE SWAM=TOUSEwunr 1tV1E 1E to vAe OW ME YA1sAaI W=BDt631 P=9E NO Mane x •LmAx•(N) PYA!( t SAN POSnNE ASA USE MAXIM POSITE ASA. WOOD GRADE OEM �(m 1 �SfORM B� 6AS-0 TAPCON XL ANCHORutvm W/o St6'OTAPCONXLANCHOR ION.SIAi LOAD VAWe IJ1N.SLAT LOAD VAtLF rµ1 au0-out nun WIND ZONES WIND ZONE SPAN SPAN WAlo uom v r MAX.sur SPAN 1"'. F=M 187.SEPA((A110N TO GLASS w�ItA+ REQUIRED MAX SLAT sPMJ 'LI+IH.' �E�It(.�, TO (°'� WOmRs A 1-3 a A-Itm •Lwx' (rt)UAXWUM (ft) IE)2 fiED ro 1)7DX OF STAT(�) (tet 'LMAx'(rt) 00h ID TO BACK SIA(�) SOU1WM PINE 12(04.55) 60. 4'-5- 4--5" RATM1wil t sena Oru/r �ou� w 0 Sf0(ae BARS MAO"MozO °UbO�� ° w p sfORu BARS pOB(2i5 FlR-SOUi(i(C�.46) 60 4'-5' a'-s" p'-o' MOM W/ '€.3 i_III WtnO ZOKES WIND ZONE (yrp 4 WINO ZE41L5 WIND ZONE PRUCE PBC-RR-SRH CKE NamC Na117U ItaikSA 1-3 4 N=A) HMOA (Sff 1RIB AI i-3 4 (C-0.36 60 4'-5' 10'-0' 10'-0' 10'-0' 8'-t' 1' 8 t/2' 30.0• 8'-3' W-3" 8'-3' --7'-7- 35.0- '-7• 10'-0' 10'-0' 10'-0' 7'-9' 1' 8 1/2' 35.0• 7'-9' 7'-9' 7'-9' 7'-Y I" B 1 6' 10'-0' Ip'-0• t0'-0' 7'-5' 1' 8 1/2- 40.0» 7•-7' 7'-7' 7'-7' r-D' 1' 6 Ile- 1 e- 10'-O' 10'-0' 10'-D' 7'-2' 1' B 172- 45A••• 7'-4' 7'-4' 7'-4' 6'-9' t' B 1/8' r YR 10'-0' 10'-0' 10'-0' 7'-0' 1. B 1 2" 50.0••• 7'-3' 7'-3' 7'-3' 6'-6' t' 8 1/8- h 55.0••• 10'-0' 10'-0' f 0'-0' 6'-9' 1' 8 112- 55.0•'• 7'-3' 7'-3' 7'-3' 60.0••• 10'-0' 10'-0' 10'-0' W-9' 1' 8 1 2" 50A"' 7'-3' 7'-3' V-3' -- SLAT PERFORMANCE CHART III l:(ONLY VALID FOR 118'SLIP) SLAT PERFORMANCE CHART IV:(LESS THAN 118'SLIP) ! ssat 1-et; YM FORA GWEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(P.al)AND SHUTTER MOUNT CONATION FOR FORAGNENAS.O.DESIGNLOAD(paR.SNUTTERMOUNrCONDRIONINCLUDING INSTALLATIONS W(O STORM BARS PER DETAIL2 BELOW ANCHORTYPEAND FORINSTALLATIONS W105TORM BARS PER DETAIL2BELOYI %1 ••_,, �{ �' s CHART IIIbI DMi/ CHART IIIC1 5116'oTAPCONXLANCHOR 3 SLAT SPAN DEFINmON USE IEDaw vuDE m.m(1 OSIX wo IEDIII a Asa rrYD 6a�Naz: USE MAXIM PCSITK Asa nt�a)i: o USE ttA:onnL vAt1E BETWEEN POSITIVE u1;E 1rAlmtu)r i i 5116'0 TAPCON XL ANCHOR p(EN,SEAT LOAD YAM ANO NEI.aNE A.S.D.LOW A_5•D.LOW VALUE 1 xcsa-ai �•!t AN VAX.SLAT WL SLAT MT MAX.SLAT SPAN 'Ltan• SPAN SPAN m a=MD3 to % a�:%% m ( Lm.sE�ARAT1oN ro GUISE 1F7°""1 'L.1tAx.'(Fr) UU uewRm ro e+c)(of suT('�,) DESIGN 'I.LA16•(Fr) 'LT,I?(.•(FT) rat tr tw 6„> � �:`�.\\\\\\\\`1/2•Tttw.XA A,D w nWLLou1(r avo-O Bu w o It, w p srolat ears ca�`EO u�arr'}"'�A°" w/o sroRu eaRs m ((21YPrf a,s"O"�eer°Sa o)t (�0 4 WINO ZONES WINO ZONE 6� F�6€3r Avm ZOI WIND ZONE 1QR9G1 tsa Name (s2¢Ka) 1-3 4 =Netts A =Ions A 1--0 a DETAIL 1(ELEVATION) 30.0• 7'-8' 7'-8' 7'-6' 6'-7' 1' B 1/8- 30.0• 6'-6' 3S0•• 7'-2' 7'-2' 7'-2' 6'-4' 1' B 1/8" 35.0. 6'-3' 40.0•• W-9' 6'-9' 6'-9' 6'-1' 1' B 1/6' 40.0•• 61-0" G NOTES: 45.0••• 6'-8' 6'-8' 6'-B' S'-1 t' 1' B 1 8' 45.0••• W-10" 50,0••• 6'-5' 6'-5' 6'-5' V-9' 1' B 1 p w -9' 1.ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 55.0••• W-3' W-3' 1 6'-3' S'-7' 1' B 1/8- SS.O••• 5'-7ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 60.0••• 6'-1' W-1' 1 6'-1' W-5' I 1' 8 I,/S- IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. Yn MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t;WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH �l M•1T0 R7T OOUQAS-FlR-SCULH(G�.46) SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF _____ • THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER SDMfM FRE/2(G-0.55) SIDE OF OPENING SHALL BE 33'. j5 � « 5OJa 4IR-S0 4RT(G•4) VNA R7(D UTNE - RS-90UIH- 1 \ ! SOUDfRT PBE x E! r•• ' SLAT SPAN DEFlNITION s»VAUD FOR „ j MR WALL W FLORIDA BUILDING CODE Non 1119h Yelocity Hurricane Zone I! 1D'-o'70R BU1D-out ! ,tt11 z 0 eon nLTEco I:c. • c9AWN Br I; ��° i! o j' Nautilus Le_ INSTALLATION INTO WOOD FRAME STRUCTURES c rjp,44167 �'., i l m 1 RouingrmwHersyatem 03/24/17 j H ., ` i; (c3�r�- 1L EC0INC. DATE Q TILLR TESTING t ENGINEERING COYPANr EXPERT SHUTTER SERVICES INC. \\ Y17 (2) R � / +A�� 2 u't 1628 s.w.Bun.DRE STREET 17-244 n' r- •^�•:t��„ �° t'��n y PORT ST.ILGE,ti 34984 z-W W000 SPLCS 0� ' ............RI6� 1A a Am Lneteox.co r OPAWNG to (� 1 EB aoo6Yt9 ft�(am)7.9-ax.Ira:(m)tm-M. (T(P EACH M BE=)r = .tyep—d WALTER A TWT s. DETAIL 2(ELEVATION) �'-P.E StAL/SIG,NATURE/DATE FwwDA L><f 44167 m,»N < SK za oE2a MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE A.S.D. DESIGN LOAD(psf)AND SLAT SPAN RAN$E WALL MOUNT&BUILD-OUT MOUNT TO 2"x4"WOOD STUD WALL MOUNT TO 74"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) waur SLAT SPAN RNM P40 SLAT SPAN RANGE WOOD GRADERATING RANGE * WOOD GRADEtlm4'>4ms' >5mB'>EmY'>Ym9'>emlo' (w9 C-0'to 4-6' s 30.0 6• 6' 6" 6" 6" 6' 6' SOUTHERN PINE 82 40 6" SOUTHERN P6NE 02 6' 6" 6" 6" 6' 4 3/4- (G=0.55) 50 6" (G=0.55) 6' 6- 6' 6" 4 3/4' 3 1/2" 60 6- 6' 6" 5 3/4' 5 1/4" 3 3/4' 3" DOUGLAS-FIR-SOUTH s 30.0 6' DOUGLAS-FIR-SOUTH s 30.0 1 6' 6" 6. 6" s" 6- (G=0.46) 40 6" (G=0.46) 40 1 6- 6" 6" 5 1/4 5 1/4' 4 1/4' SPRUCE P6NE-RR-SOUTH s 30.0 6" SPRUCE PNE-FIR-SOUTH s 30.0 6' 6• 6" 6" 6" 5 1/4' G=0.36 G=0.36 BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) u,0m1w SLAT SPAN RANGE WOOD GRADE G i RUTING RAN >4-5' >5'-6 ' >5-7' >Y-9 ' >7-10'' !D� NNouNT• uourtr r court w NwnRNrr s wuNrt r, 11ouNr w upmr w 1RONN1rt■ I/ONIIf W E uOtlNfZQ N1Bwi r 1tae;rr 11 E 5 30.0 6" 6" 1 6" 6" 6, 6' 6- 6" 6' 6" 6' 6- SOUTHERN PINE 12 40 6- 6' 6' 6" 6' 6" 6' 6" 6' 6- 5 1/4" 5 1/4- (G=0.55) 50 6• 6" 6" 6" 6' 6" 6• 6" 5 1/4' 5 1/4' 4' 4" 60 6• 6' 6• 6- 6' 6" 5 3/4' 5 3/4' 4' 4" 3" 3" DOUGLAS-FIR-SOUTH s 30.0 6' 6' 6" G. 6' 6' 6" 6' 6" 6• 6' 6" (G=0.46) 40 6• 6• 6" 6' 6' 6" 5 1/2' 5 1/2" 5 1/2" 5 1/2" 4 1/2' 4 1/2" SPRUCE PINE-FlR-SOUTH s 30.0 6" 6' 6" 6" 6' 6" 6' 6" 6' 6' 5 1/4" 5" G=0.36 , * \' ��•FF►f+.C. MAX.MSPAN FOR SLAT FOR A /. FLOR10A BUILDING CODE(Non High Velocity Hurricane&u1e) GIVEN A.S.D. DESIGN LOAD f NO-44167 SHALL NEVER EXCEED MAX. ; c 2017 TiLT ECO INC. • ORr N Hi: 1� SLAT SPAN INDICATED ON *' TNNN NNNN rw Nautilus 06/24/17 wmSLAT PERFORMANCE CHARTS Romagshu .• TLIC V 0 an ON 20 SHEET. _ \\ nun TESTING a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. y� a 31Nee 1626 S.W.BVIYOK STREEr 17-244 F• '•.... \t\ rens.:Iwlrut-:an.ro:pwmn-1141 PORT ST.EICIE.R.34964 1(\ a-roa9:tate"Oook. RAWING 1b S•1-,- 1TNGL 496 MO)719-9 .rm 1 e71-cm �aNaL E ®-�o671B WALTER A.MUT Jr.P.E. erz.eo. aNn r4rvnv P.E.SE'JS%tW RE/DATE MCA L:-E 14167 m " SHEET 21 oris r 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)** Mm SMD.0 STORM BAR SPACING (Fr) DESIGN PRESSURE RATING 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 9 30.0 11'-0" 11'-0" 11'-0" ill-01, 1 l'-0" 11'-0" l 1'-0" 11'-0" 11-0" ill-01. I THIS REGION IS ONLY VALID FOR INSTALLATIONS 35.0 11'-0" 11'-0" 1 l'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" I V// 1 OR MORE STORM BARS PER SHUTTER. R 40.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 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'-0" 11'-0" l 1'-0" ill-01, 11'-0" ill-O.. 11'-0" 11'-0" 11'-0" 11'-0" fTHIS 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" • fW/ 2 OR MORE STORM BARS PER SHUTTER. I 60.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" Ill-O., 11'-0" ill-01. 11'-0" • - 65.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * - 70.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * 11'-0" * - 75.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" ll'-0" 11'-0" • - - 80.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" i 1'-0" 11'-0" 10'-10" • - - 85.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * - - - 90.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - - 95.0 1l'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - - 100.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - - - 105.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - - - 110.0 11'-0" 11'-0" 11'-0" 11'-O" 10'-10" - - - - - 115.0 11'-0" 11'-0" 11'-0" 11'-0" - - - - - 120.0 11'-0" 11'-0" 11'-O" 11'-0" - - - - - - 125.0 11'-0" 11'-0" 1l'-0" 10'-10" - - - - - - 130.0 11'-0" 11'-0" 11'-0" - - - - - - - 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" - - - - - - - ..........TIj�✓ * MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN .� �' EN '•'•.9 FLOPoDA BUILDING CODE(Non High Velocity Hurricane Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. ; r' IL 0201 MTECG hT. _ Nautilus D 'tom IL E C O INC. Ro111ngShnnerSyatom myA It:ur , TIWT TESTING E ENGINEERING CO-PANT EXPERT SHUTTER SERVICES INC. GATE� •. V�bay••-V t I="a mn u.sy m.wcvaa wmn.;n 111re 1825 S.W.51TNORE STREET t,11 am:(sm7eTr-,a10.rw,(xew-Tin PORT ST.IUCEE.R 34984 1 -244 V e-mad:411ero0eU.eam �1 T4G. DRAWING ft e• '•� llt ES-00007+9 = .nz:(m)art-Msa .�} WATER A MUT Sr.P.E. R°i �'�'"• na P.E�`-'Y�y��jTj��]jl OATS noroGa uc/-157 �n sslEEr n mze 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 SS(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(P.s.f.),&STORM BAR SPACING (ft) SECTION S1-S1 (SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.),&STORM BAR SPACING (ft) STORM BAR SPACING"a"TO � STORM BAR SPACING"a'(FT) ccum 2' 2.667' 3' 3.5' 4' 4 5' S' 5.5' 8' 6.687' 2' 2667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' JDA AB.C,D AB.C.O AB,C.D AB.C,D AC.C,D AB.C,D AB,C D ".CID AB.C,D AB, 0 JOA B,C.D 8 C D C D AB C.D BCD AB.0 D A.B.C,O ABC A.B,C &B.0 35.0 B.C.D AB.C,D AB C.0 AB.C,D A.B.C.D AB C,D A.9,C D ABC 0 AB C.0 BCD 35.0 B C.D BCD AB C O AB C,D 8 C D AB,C A.B.0 ABC AB A 40A 8= B C.D BCD B C.D AB.C,O AB.C,O S.C.D A8 C,0 AB.CA AB C D 40.0 ABC.0 B.C.D AB.0 D AB.0 D AB.0 AB.0 AS.0 A A A 45.0 B.0 0 8 C D BCD AB C D B.GD &B.C.0 B.C.D AB.C.O A8,C D AB.0 45.0 AB C D AB C,0 AB.0 D AB.0 B,C AB.0 A A A A 50.0 A.B.C.D AB.C.D AB,C,D AB.C.O AB.C.D A8.C.0 AB.C.O AB.C.O AB.C.O A.RC 50.0 AB.C.O AB.C,D AB,CD ABC AB,C A A A A A 55A AB.C.D S.C.D AB CA AB.C,D AB C.D AB.C.O AB.C,D A.B.C.O AB.0 B.0 55.0 B,C D ".CD ABC AB.0 A A A. A A A 620POO AB.C,D AB C D AB.0 8.C,0 AB.C.D AB.C.D AB.0 AB.0 AB.0 50,0 AB.0 D A,8.0 ABC AB A A A A A A 63.0 BCDFIC A8 C 0 BCD AB.C.O B C ABC A,B,C A.B 05.0 A.B,C D P.B.0 ABC A A A A A A A 70.0 BCD AB D AB.C,O ABC B C B C B A 70.0 AB.C.O AC.0 AB A A A A A A 75.0 B D BCD ARC O ABC B C B A A 75.0 BC.D ABC A A A A A. A OOA B.C,D AB C D B.0 AB.0 ABC A A A 80.0 ABC 8 A A A A A 05.0 B. 0 BCD 8 C ABC B A A A 55.0 A.B,C A A A A A A 00.0 AB.C,D B C 0.8.0 AB.0 A A A A I ABC A A A A A95.0 A,B,C,D AB.0 B.0 AB A A A A 93.0 AB,C A A A A A1020 ., A.B,C,D AB.0 AB.0 A A A A A 100.0 AB.0 A A A A 105.0 AB C.D AB,C D AB.0 AB A A A A A 105,0 B Ar A A 110.0 A.B.CA BCD AB,C A A A A A A 110,0 A A A 115.0 AB.C.D AB CD A.B.0 A A A A A A 115.0 A AA 120.0 AB.QD AB.0 AB A A A A A A 120.0 A A A 125.0 AB.C,D B C A A A A A A A 125.0 A A130A AB.C.O B C ABC A A A A A A A150.0 A A135A ,C.D ABC ABC A A A A A A - 135.0 A A140.0 B.C.D AB.0 B A A A A A A - 140.0 A A145.0 AB.CA 0.B,C AB A A 0. A A A - 11 A A 150.0 AB.C.D ABC A A A A A A - - 130.0 A A - - - - - - - 1= AB.0 A.B A A A A A A - - 183.0 A p - - - - - - - - 160.0 1 Aa.0 I XB A A I A A A - - - 160.0 1 A A ANCHORS TYPE LEGEND A 3/8'o CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2' Min, EMBEDMENT*& 5' Min. THICK POURED CONCRETE (f'c - 3000 psi) B 3/8'wxl 1/4' POWERS CALK-IN ANCHORS W/ 1 1/4' Min. EMBEDMENT*TO POURED CONCRETE (f'c - 3000 psi) & 3/8'o-16 MACHINE SCREWS C 1/4'ex3/4'ALL POINTS SOLID-SET r••r' ANCHORS W/ 7/8' Min. EMBEDMENT*TO •• ERA,•r/�� POURED CONCRETE (Pc - 3000 psi) & 1/4'o-20. 18-8 STAINLESS STEEL MACHINE �� f 4i•''•, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane) SCREWS 44167 02017 TILTECO INC. • ORO"Bh. D 5/16'. RVI/BUIUDEX TAPCON ANCHORS W/ * Nautilus 2 1/4" Min. EMBEDMENT*TO POURED RolUn9 lstm 08/24/17 CONCRETE(f'c - 2899 psi) IL ECO INC. EXPERT SHUTTER SERVICES INC. am 1 TILT TESTING Q ENGINI No coYPANY Nmv; ..t�- 11 rs+Nr<]N�SL 9r.$w¢va auaE,4 R 2IIC0 1626 S.W.tsLnnavE srNEEi 17-244 •• 11 A�w v tltlp]EMBEDMENT IS BEYOND ANY fL00R /COUNG FlNISH �' NAL EN6� 1''1 EB-00Oa719 PNoM1E:taoi 7m=Id.. FIL PX Tn2)"I-= GRAVING"• WAU'ER Ax WM T .P.C. re P.E.SEAL ST E/DATE liarsnA t+"c-I 44167a7 �� sx¢r u ata 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 WSJ.),& A MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),&A MAX_MULLION SPACING(FT)" SPACING(ft)" MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(Fr) AsoMAX . NAOM ©4•x6'k114"MULLION G1 4k8•xl[4"MULLION G2 4WW14'THICK[W FLANGE)MULLION AI IIA101681 ©4'x8'xll4'MULLION G1 47c8•k14"MULLION G1 4W*xII41THM IMMURE G� SPAM P� muLlim §16 FLANGE)MULLION RAlvlO (� ORwTAnON ii OREMAT0.V 2( ORIENMTON t ORENTATIOtI 02 Q) ORENTATIDt4 s ORT MATIOl1 12(Q) (WJ.) �)• OFMCEATIOH it ORIENTATION 2( ORIEHIATIa4 t ORIENIATIav/2(Q ORIENGTIOH/2( )l (P++J END MERIOR wo INTERIOR END INTERIOR ENO INTERIOR QtD w0 tNTEPoOR END 6YfEFttGR END INTERIOR ENO LYTEROR. END L47ERIOR END INTERIOR 30.0 20'-0' 7'-10' 9'-8' 7-3' 12-0' 9'-4' f0'-7 8'-0' 12'-6' 9'-8' 7'-6' 12'-6' 30.0 2 -0' Y-10' 9'-8' 7'-3' 12'-0' 9'-4 10'-J' 6'-D' 12'-6' Y-6' 12'-8' 30.0 20'-0' 7'-4' 9'-3' 6'-9' 11'-5' 8'-8' 10'-o" 7'-7' 1Y-6' B'-tt• 6'-11' 12'-6' 36.0 20'-0' 7'-4' 9'-3' 6'-9' 11'-5' 8'-6' 10'-0' 7'-7' 12•-6' 6•-111' 12'-6' 40.0 20'-0' 6'-f0• B'-10' 6'-4' t0'-i1' 8'-1' 9'-7' 7'-Y 12•-6' B'-5' 6'-e' 12'-6' 404 20'-0' B'-10' B•-10' 6'-4' 10'-11' 8'-1' 9'-7' 7'-3' 122-6' 6'-6• 12'-6' 450 20'-0' B'-0' B'-6' B'-6' 10'-8' 7•-8' 9',7' B'-11' 12'-6' Y-11' 6'-2' 12'-6- 4S0 20'-O' 8'-6' B'-6' 6'-6' 1o'-8' Y-8' 9'-3' 6'-11' 12'-8' 6'-2' 12'-6' 604 20'-0' 6'-2' 8'-2' 6'-0' 9'-11' 7'-4' 5'-I1' 6'-7' 12'-6' Y-4' S-11' 12'-6' 60.0 20•-0' 6'-2' 8'-2' W-O' 10'-2" 7'-4' B'-it' V-S' 12'-6' 5'-11' 12'-6' 664 20'-G' S'-11' Y-11' S'-9' 91-0' C-6' 8•-7" 6'-3' 12•-4' 8•-8' S-7' 12'-6' WA 20'-0' 5'-11' 71-11' 5'-9' 9'-10' 7'-0' 66-7' C-10' 12'-4' S'-7' 12'-6' 60.0 t9'_r 5'-9' 7-9' 5'-8' 8'-8• 6'-4' 8'-6' 6'-2' 12'-0' 6'-4" S'-6' 12'-6' 60.0 19'-5' S'-9' 71-9' S'-6' 9'-8' 6'-10' 8'-B' 4'-B' 12'-0' 5'-8' 1Y-6' 6S.0 18'-4' 5'-9 Y-9' 5'-4' 8'-4' 6'-4' N- 7-7' 6'-2 11'-10' 6'-4' 5'-6 12•-6' iiA 18'-4• 5'-9 7'-9' 5'-4' 9'-7' 6•-10' 8'-5' 4'-8' 11'-t0' S'-6 IZ-6' 704 17'-4' S'-9' Y-8' S'-4' 61-Y 6'-3' 6'-2' 11•-9' 6'-3• 5-6 12'-6' 70.0 1Y-4• 5'-9' Y-8' S'-4' 9•-6' 6'-10' 8'-4• 1-8' 11'-9' S'-6 12'-B' 75A 16'-6• W.I. Y-7' S•-4' 8'-0' 6'-3' 6'-2' 1V-7' S-3' S•-6 ,2'-5' 73A 16'-6' 5'-9' Y-7' 5'-4' 9'-5' 6'-1o' a'-3" 4'-8' 11'-7' 5'-6 12"-5' 60.0 15'-9' S'-9' 7'-7' 5'-4' 7'-10' 6'-3' 6•-2' 11•-B' 6'-3' S'-6 12•-4' WA 15•-91 5'-9' Y-7' S'-4' 91-4' 6'-10' 8'-3' 4'-8' IV-6' 5'-6 12•-4' ISA 15'-0' 5'-9' 5'-4' 7'-9' 6'-3' 6'-2' it'-5' 6"-3' 5'-6 12•-3 B6.0 1S'-0' 5'-9' Y-7' 5'-4' 9'-3' 6'-10" 8'-2' 4'-B' I1'-5' 5'-6 12'-3 90.0 14'-2• R-f0' Y-7• 5'-5' Y-9' 6'-4' 6'-3' .11'-5' 61-4' 5'-7 12'-7 90.0 /4'-2' S'-10• Y-7' 5'-5' 9'-3' 6'-11' 8'-3' 4'-10' 11'-S' S'-7 1Y-3 910 13'-5' S'-lo' 7'-7' 6'-8' 7'-9 6'-5 6'-4' 11'-S' 6-5 S'-B 12'-3 0.S.0 13'-5' S'-t0' 7-7 5'-8' 9'-]' 8•-f1' 8'-3' 4'-11' I1'-S' 5'-8 12'-3 1060 12'-9' S'-11' Y-7' 5'-Y 7-9' 6'-6' 6'-4' 11'-5' B'-6• 5'-9 12'-3 100.0 12'-9' 5-11' 7-7' 5'-7' 9'-]' 7'-0' 61-21 5'-0' IV-5' 5'-9 12'-3 10SA 12'-2' 6'-0' 7'-7' S'-Y 7'-9' 6'-7' 8'-5' 71'-3' 6'-7' 5'-9 12'-] 1010 12"-2' 6'-0' Y-7' 5'-7' 9'-3' Y-t' B'-2' S'-i' 11'-S' 5'-9 12'-3 110.0 IV-7" 6'-O' 7'-7' 5'-B' 7'-8' 6'-8' 6'-6' 11'-5' 6'-8" S'-10' 12'-3 110.0 1t'-7' 6'-0' Y-7' S'-8' 9'-3' Y-2' 8'-3' S'-Y 1t'-5' 5'-10• 1Y-3 116.0 11'-1' 6'-1' Y-7' S•-9' 7'-9' 8•-9' Y-9' 8'-7' 11'-5' 6'-9' 5'-1l' 12'-3 1150 11'-1' B'-1' 7'-7' 5'-9' 9'-3' 7'-2' 8'-3' 5'-4' it'-5' 5'-It' 12'-3 120.0 10'-8' 6'-1' Y-6' S'-9' Y-9' 6'-10' Y-9' 6'-Y 1/'-5' 6'-t0' 6'-0' 12'-3 120.0 10'-8' 6-1' Y-6' S'-9' 9'-3' 7'-3' B'-2' 5'-S' IV-5' 6'-0' TY-3 1254 10'-2' 6'-2' 7'-7' 5'-f0' 7'-10 7'-0' 7'-10" 6'-9' 11'-5' Y-0' 6'-i' IV-3 1250 1O'-2' B'-2' 7'-7' 5'-lo' 9'-3' 7'-4' 8'-3' 6'-9' 11'-5' 6'-1' 1Y-3 130.0 9'-10• 6'-3' 7'-7' S•-10' Y-9' 7'-0' 7'-9' 8'-9' 11'-5' Y-O' B'-1' 12'-3 1360 9'-10' 8'-3' 7'-7' S'-10' 9'-3' Y-4' 8'-2' 6'-9' 1 t'-S' 6'-1' tY-3 135.0 9'-5' 6'-4' 7-7' S•-11' 7•-10' Y-Y 7-10' 6•-10' 11•-6• Y-2• 6•-2' 12•-3 135.0 9•-5' 8'-4' 74-7• S•-11' 9'-3' 7'-S' 8'-3' 51-10' 111-5' W-3� 1'2 140.0 9'-1' S-4' 7'-7' 6'-0' Y-10' 7'-3' 7'-10' 6'-11' 1V-5' T-3' 6'-3' 12'-3 14U B'-1' 6'-4' Y-7' 6'-0' 9'-3' Y-6' 8'-3' 6'-11' 11'-5'145.0 8'-t6' 6'-5' Y-6' 6'-0' 7'-9' 7-4' Y-9' 8'-I1' 11'-5' 7'-i' 6'-3' 12'-3 146.0 B'-IO' 6'-S' 7'-6' 8'-0' 9'-3' 7'-6' 8'-2' 8'-11' 11'-5''-6' 6'-6' Y-7' 6'-1' Y-9' Y-5' 7'-9' 7•-0' 1 '-6' 7'-5' 6-4• 1Y-3 150.0 8'-6' 8'-6' Y-7' 8'-1' 8'-3' 7-7' 8'-2' 7-O' 11•-5'-3' 6'-8' 7'-7' 6'-2' 7'-9' Y-6' 7'-9 7"-1' 11'-5' 7'-6' 6'-5' i2'-3 IOU B'-3• 6'-6' 7'-7' 6-2' 9'-3' 7'-8' 6'-2' 7'-1' 11'-S' 3160.0 8'-0' 67-7' T-6' 6'-2' Y-9' Y-Y 7'-9' T-2' 17'-S' Y-Y 6'-6' t2'-3 1660 8'- ' 6'-0' Y-6' 6'-2' 9'-]' Y-9' 8'-2' Y-2' 11'-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 � I v I INTERIOR 11111t1/•f�� _ p1SER q g MULLION It T "UC4 ' `,4 s,�% ✓,� -FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 5• ,t S• '* J61 {' 0:017 msEDo we Nautilus °""""�" MULLION SPACING:"S" c�14 :. L E C O INe. RoHlayS6u1t6rS�s[em a,oil4an 71LLIT TESTING Q ENGINEERINO COMPANY EXPERT SHUTTER SERVICES INC. '- Nd/ �I�"�•�`_11� 6ru Nr.2N.a str.»S vRSu Wca..t R MI. 1626 S.W.B7Uu0RE STREET 17-244 AS E�61 ,,11 rr•.:w Tmt'W�teco0Ool.wrn„_'�' PORT ST.'ICE FL 34964 7OIGtT61a M. 'viii, X11111 [9-06067 7 9 PAO.T.(LOCI742-=6.M-(TRI 071-CM WALTER A T"A Jr, .E. PF az r ®Cr w+c PS_ SEAL/SIGNATURE/OATE FLORCA 4e.It 44157 1m®um SHEET 24 OF 26 SCHEDULEtb SCHEOULE2b FLOOR TO CEILING(TRAPPED)MOUNTING MAX.SPAN(R)FOR END AND INTERIOR MULLIONS FORA GIVEN WALL MOUNTING MAX.SPAN IFT)FOR END AND INTERIOR MULLIONS FORA GIVEN A.S.D_ A.S.D.DESIGN PRESSURE RATING We.f.),8 A 12'-0'MAX.MULLION SPACING 011DESIGN PRESSURE RATING(P-S.F.),8 A 17-0-MAX.MULLION SPACING(FTI MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(FT) MAX. YAxa ©47 6 ktl4'MULLION G1 4"x8 X714'tdUlUON O 4'x7-W4'THICK(38'FLANGE)MULLION t4OEMUAXNW ©4'x6'xIl4'TAULLION Gi 4-x8'x174'MULLION @214DIESIM LAP LIONkTx114'THICK PRIMMSPACING Rmm 6PACM FLANGE)MULLION OW-)RkTm (ft)• oa£NfAnoN It aA10tWlat 82( ) oROMAnon 1 aRIF1RAnov/2( ) oRIENiATioN I f� aFOFNfAT1pN/z( (Pi-F.) (ft)• oPoIXFATION S7 oRiFMATfOv/z(0)t OfaENTATION 1 (fit oR1ENfATi0.v•12(Q) oRl£NiAnoN I2(0) FIND INTERIOR END I INTERIOR END INTERIOR END N ERJOR END ENO I INTERIOR DND INTERIOR END 9nIJ1tOR END INTERIOR END INTERIOR END INTERIOR 3110 12'-0- 11•-7' IV-6" 9'-9' 12'-6' 72'-6" 12'-6 10'-T 12'-6' 12'-8' 71'-3' fY-8• 30.0 72'-0' 9'-9' W-6' g'-9• 12•-6• 12'-6' 12'-6" 10-7' 12'-8" 11'-3• 12'-6' 33.0 12•-0' 10'-7' 10'-11' 9'-2' 12•-8' IV-6' 11'-11' 101-0" 1Y-8' IV-6' 10'-4' 1Y-6' 3S0 12•-0• 9'-2' 10-i1' 9'-2' 1X-5' 12•-6' II'-11' 10'-0• IV-6• 10'-4' 12'-6' 40.0 12'-0' 9'-10' 10'-S' 0'-9' I2'-6' tt'-8' 11'-11' 9'-K t2'-8' 11'-10' I 12•-8' 40.0 12•-0" 8'-9• 10•-5' 8'-9• 72'-8' Il'-8' tf'-4' B'-6' 12'-6' 9•-7" 12'-6' 40.0 1X-0' B'-3' 10•-1' 8'-4' 1Y-5' 10'-it' 10'-11' 9'-1• 1Y-6" 11'-2' 17-6' 480 12•-0" 5'-4' 10'-1' B'-4" 1X-S' 10'-11' 10'-11' B'-1' 02'-6" 9'-0' 1X-8' 600 12'-0' 1'-9' 9'-8' 8'-1' 12'-0' 70'-4' 10'-7' 81-9• 12'-6' 10•-7' 12•-8• 50.0 12'-G' 8'-1' 9'-8' W-1' IX-0a, 10'-4• 10'-7' S'-9" f2'-6" a'-6• 7Y-6' 50.0 I2•-0' 8'-4' 9'-5' 7"-10• 11'-8' 9'-10' f0'-3• B'-6• 12'-e- 1 -1' 12'-6' &4 12•-0• 7'-t0' 9•-5• 7'-10' I1'-8' 9•-10' I01-3' B'-6' 120-6• 8•-1' tY-6' 500 12'-0' a•-0" 9'-2' 7'-6' I1'-4' W-5• 9'-11• 8'-3' 1Y-6' B'-7' 1X-8' 60.0 1Y-0' 7•-6• 91-2' r-8' 11'-4' 9'-51 9'-11' 8•-w' Ir-B• 7'-9- t2•-e' 85.0 t2'-0' 7'-8- 8•-11' 7'-2' It'-0' B•-1' 9'-8' 8'-0' 12'-8' 9'-3' 7Y-6' 63.0 12'-0' 7'-2' W-11' r-2' tt'-0' 9'-I' 9'-8' B'-0" 1Y-6' r-5' tX-6' 704 IV-0' 7'-4' 8'-8" 6'-11' 10'-9' 8'-9' B'-S• 7'-10' t2'-6' 8'-71' 12'-6' 7011 12'-0• W-11" 8'-8• 6'-11• 70--9' 8'-9• W-S' 7'-10' IV-6- r-2' 12'-6' 7611 12•-0' 7'-1' B'-fi' 8'-6' 10'-8' 8•-5• B'-J' r-6' 12•-6• 0'-7' 12'-0' 750 12'-0" fi'-8' 8'-6' W 8" 10'-6• 8'-5' 9'-3• T-8' 12'-6" e'-it' t2'-0' SOA 12'-0' 6'-1t' B'-{• 6'-S' 10•-3" B'-2' 9'-0' 7'-S 12'-6' B'-4' ' • 0011 12'-0• 8'-S' 8•-4• 6'-5• IO•-3' 8'-2" 9•-0' 7'-S' 1Y-8• '-'87.0 12'-0• 6'-8' 0'-2' e'-3' 9•-B' 7'-Ii' 8'-10' 7-2" i2'-6' 8'-1' 12'-6' 03.0 12•-0' V-3' B'-2• C-3• 10'-1' 7'-I1' a'-10' 7'-2' 12'-6' 90.0 fY-0' 6'-6' 8'-0' 6•-1' 9'-2' 7'-8' B'-8' 7-0' IX-5• 7'-f0' 6'-4' IX-6' 90.0 12'-0' 8'-1' B'-0• 6'-1' 9•-if' 7-8' 8'-8' 7'-0• Ir-5' 6'-4' 12'-6• 90.0 12'-0' 8'-4' 7'-t0' S'-it' B-8 J'-5' B'-8' e'-IO' 12'-1' 7-5' 8'-2' I2'-8' 1150 12'-0• 5'-11' 7'-f0' S'-11' 9'-8' 7•-6' B'-6' W-10• 12'-1' 8'-2• 12'-6• 10011 12'-0- V-2" 7-8' S'-9" 81-3' 7'-0' B'-3' V-6' it'-9' 7'-0' W-W 12'-6' 100.0 1Y-0' S'-9' 7'-9' 51-9' 9'-7' 7•-4' 0'-S 5'-6' IV-9" 6•-0' f2•-6' 103.0 12'-0• 6'-0' r-7• 5•-8• 7'-10' 6'-8' 7'-10' 6'-6• ft'-6" 6-e' S'-10' 12'-4' 103.0 12'-0• S'-5' 7•-7' 8'-8• 9'-4• r-t' B'-J' 5'-3• tt'-e' S'-IO' t2•-4' SCHEDULE tb' (LIMITED LOAD,MULLION SPACING 8 SPAN INSTALLATION) SCHEDULE 2b' (LIMITED LOAD,MULLION SPACING 8 SPAN INSTALLATION) FLOOR TO CEILING(TRAPPED)MOUNTED MAX.SPAN(fl)FOR END B INTERIOR MULLIONS FORA WALL MOUNTED MAX.SPAN Ifo FOR END 8 INTERIOR MULLIONS FOR A GIVEN GIVEN A.S.D,DESIGN PRESSURE(D.s.f.),AND FOR 12'-0'(CASE I)8 B'-0"(CASES le 8 11)MAX.MULLIONA.S.D.DESIGN PRESSURE RATING Ws.f.).AND FOR 17.0-(CASE I)8 S-0"(CASE II)MAX. MULLION SPACING(ft) SPACING(R) MAXIMUM MULLION SPAN (FT) MAXIMUM MULLION SPAN (FT) G 4k6 x114'THICK G1 4'x8'x114'THICK G3 2x7 x114'THICK F sa G 4'x6k114'THICK G1 4k8'x1/4'THICK M 2Wxl14'THICK MAX vA)mM PSJ o DCSKN IAIAUON MULLION MULLION L8V1Nma1 DESIGN UUUJON MULLION fAUlLION b(ULLION p� PRFSUfE CASES 6PACN0 (fl oPFhTArN F!04�6* 1 f 1 Cfia7tTAi0N f l OP•ENWpN f OZOmaAN f l PIf@77dN f WIND AACIND 7 f,]T7TIAIOTI+ 91.t0n/1 OtDTUt101 f10P,f10AI0rt f 7P11r..cQ1 fl aTE mlm IT-4 (4t (0)t (4t Ot (4t Mt 77TEND (B++•) �)t (➢)t €fit fit (�)t (fit (U)t (N1•) /rAULUON END INTERICR END INTERIOR INTERIOR END IxlvwR END INTERIORINTERIOR INTERIOR Eno LYTEROR z) / 30.0 12'-0' - 72'-6" 12'-6' 12'-6' 1Y-6' - 11'-0' 30.0 12'-0' - 72'-6' 12'-8' 12'-6' - II'-0' 3811 1Y-0' - 1Y-6' fY-8• 11'-11' 1X-B' - 11'-0• 30.0 1Y-0" - 12'-6' 11•-I1' 12'-6• - 11'-0" 40.0 12'-0" - 12'-8• 11'-8• 11'-{' 1Y-6' - II'-0' r5&012'-0' - 1Y-6' 11'-4' 12'-8' - IV-0• 74511 12'-0' - 12'-5• t0'-11' 70'-11' 1Y-6'GSE I - I2'-5" ' 10'-I1• 12'-e• - 11•-0' INTERIOR rJLS6 6110 12'-0" - 12'-D' 10'-4' 10'-7• 72'-8'- 12'-0' 10'-7" 12'-6' - W-10' MULUON 7511 tV-0' - it'-8' 9'-f0' 10'-3• 12'-B'- 11•-8' ' fG'-J' 12'-6' - 11'-0• 000 1T'-0' 17'-4' 8'-S' 9'-11' 1Y-6' - 11'-4' B'-5' W-11• 72'-6' - il'-0' 0021 t2'-0' 11-3" 9'-4' g'-17' 12•-8'- 17•-3' 9'-C 9'-1 • I2'-6• - 11•_0• 30.0 8'-0" - 9'-0' 9'-0" 9'-0" 9'-01 - 9•-0' 30.0 8'-0" - 1X-6" •Y-6• 12'-6' 7Y-6" - i1'-0' •,"i`•'�"""•'�:«..:>.a...+ 30.0 9'-0' - 12'-6' 12'-8' 12'-8' 12'-B• - I1'-0' ^5" -5' 3511 8'-0• - 9'-0" 9•-0" 9'-0' 9'-0" - 9'-0• 404 8'-0' - 9'-0" g'-0' 9'-0" 9'-0' - 91-1" 40.0 W-o' - 12'-6• 12'-6' 1X-8' IX-6" - I1'-0' MULLION SPACING:"S" 4a0 0'-0' W-o" 9'-0" 9'-0' 9'-0" 48.0 8•-0' - 12'-6' 12'-6' 12'-6' 12•-0• - 11'-0' GI,EL 6011 8'-0' - 9'-0' 9'-0" 9'-0' 9'-0' - 50.0 8'-0' - 12'-6' 12'-8' 12'-1' 12'-0' - 1 f'-0• 550 8'-0' 9'-0" 9'-0' 9'-0• 91-0' 9•-0' ee0 8'-0' - IV-6• 12'-6' 11'-81 W-6• - 11'-0' •MAXIMUM MULLION SPACING SHALL BE SUCH - - 00.0 8'-0' - 12'-2' f2•-2' 11'-4" 12'-2• - if'-01 �B, 5511 8'-0• 9'-0' E`1100 B'-0' 9'-O' 60.5 6'-0' IV-0' 121-0' 1 V-4• 1Y-0 W-0" THAT MAX.ALLOWABLE SLAT SPAN FOR THAT 6511 8'-0' - 9'-0' 9'-0' 9'-0• -30.0 B'-0" 9-0 9•-0' 9'-0' 9'-0" DESIGN LOAD SHALL NOT BE EXCEEDED. 704 W-o" - 9'-0" V-0• 9'-0• - 9-D•9' ' g'-0' - 9•-0" 75.0 5'-0' - 9'-O' 9'-0' 9'-0'40.0 a'-0' g'-0' s'-o' 9'-D' 9'-G' W-W t MULLION ORIENTATION IS AS SEEN FROM THE 50.0 8'-o' - s•-o' s'-0" 9•-0'400 8'-0" - 9'-0' 9'-0' 9'-0• 9'-0' - 9'-0' OUTSIDE(EXTERIOR)OF R T 00.0 8'-0" - 9'-O- W-0' B'-0•50.0 8'-0' - 9•-0' 9'-0' 9'-0' 9'-0' - 9'-0• 1 Bop 8'-0" - 9'-0' 9'-0' 9'-0•SSO 8'-0' - 9'-0' 9'-0' V-0' 9'-0' - g'-0• 4111 4� /r7•�/�- ISA 8'-0• - 9,-O' 9,-0• 9,-0,00.09'-0' 9'-0' ' ' ' • 41 ••• C • "1•:• loan 8•_0• _ B•-O• B•-0• 9•-0• _ g•-O• GSER 00.0 B'-0' - 9'-0' B'-0' 9'-0' 9'-0' - B'-0' ♦•4 iS(�•';��; FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 700 8•-0• - 9'-0' 99-00 9'-0' 9•-0" - 9•-0' 75.0 8'-0' - 9'-0' 9'-0' 9'-0' 9'-0' - 9'-O' ;' � • ; 0 2017 7iL;ECO 120. Nautilus LC 00.0 0-0. -- 9'-0" 8'-0" 8'-9"• e'-0' - 9•-0• 1 00.0 8'-' - 9'-0` 6'-9'• e'-]'• 9'-O' - 9'-0' 0' 6'-2'• T-9•• e'-o' - 9'-0' �� A r ; RAlffng SLnttATSgstmn ra/TTE 954 a'-o - 9-0" r-e•• r-4•• s-o _ g•-0 : ,p 11LIE C O LNe. EXPERT SHUTTER SERVICES INC. �� (A1 L TILIIT TESTIRO Q ENGINE[WNO COMPAN7 10011 e'-0' - 9'-0" 7'-3•• 7'-0-• 9'-0' - 9'-0' "�V�•• .ryG`/_�[v 11 =Nw,xn.�su x11,asaw cw�[r4 n s1:u 1626 S.W,aRTDORE STREET 17-244 NOTE:USE W-Cr IF ANCHOR CONSISTS OF HILTI,INC HUSH SCREW OR POWER FASTENERS, {�� v` 1 IIT '•`� `-`='Fes'��`-Ivl PORT ST.LUCF-FL 34984 ••If I e-mal:t9l-C..L- Pow-.(PAI)749-9120.FIX.(772)871-CI90 �'w•NO WEDGE-BOLT ANCHOR.SEE SCHEDULES 1&2 ON SHEET IDA ��-•- E18-1016111 WITM A T411T 1.P.E. P.E.SEAL/SIGNATURE/DATE FLO 4 Lk.1 44157 m tl.ml SNtEi 25 or 26 SCHEDULE 1c SCHEDULE2c 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 FORA GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s fl,& A T-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),&AND 71-0"MAX.MULLION SPACING - SPACING(ft)' F MAXIMUM MULLION SPAN(R) MAXIMUM MULLION SPAN(FT) MAX wx Aw. w7� ©4-x6-x114-MULLION G1 4'xB"xl/4"MULUON G2 4'x7'xl[4'THICK(IT FLANGE)MULUON ©4N6'x1/4'MULLION G7 4N8'1A1/4"MULLION G6 MULUON PRESSM �7k1�1CTHICK DESIGN NMULUON RA7P67RAIIING SPACING (Paf•) `Ate�f: OWENTATIO.N gt t#fl ORIENTATION 12( ) ORIENTATION 1 ORIENTATION/2(0)t(0)tORIENTATION 01 �t ORIENTATION 12(0) �'•'1') { ORIENTATON/1 t#t ORIENTATION 2( CRIENW*I,4 III ORIENTATION#2 0) ORIEWAIM/2 Of ) END INTERIOR END INTERIOR END INTERIOR END INTEFWR ENO END INTERIOR END INTERIOR END DaMOR END INTERIOR END INTERIOR END INTERIOR 30.0 Y-0' 12'-6' 12'-6' 12'-6' 12'-6' 12'-8' 12'-6' 12'-8' 12'-8' 12'-6' 12-6' 12'-6' 7'-0' 1Y-8' 12'-6' 12'-8' 12'-6' 12'-6' 12'-6' 12'-8' 12'-6' 12'-e' 12'-6' MG T-0' 12'-8' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-8' 12'-8' 12'-6' W-6' 12'-6' 7'-0' 12-8' 12'-6' 12'-6' 12'-6' 1Y-6' 12'-6' 12'-6' 12'-6' 12'-6' 1Y-6' 40.0 7'-0' tY-6' 12'-6' 12'-6' 12'-6' 12'-6' t2'-6' 12'-6' 12'-6' IY-6' 12'-8' 12'-6' 7'-0' 72'-5' 12'-8' 12'-6' 12'-6' 12'-6' 121-8' 12'-8' 12'-8' 12'-6' 124-6' 46.0 7'-0' 12'-8' 12'-0' 12'-6' 12'-6' 12'-8' 12'-6' 12'-6' 12'-8' 12'-6' 12'-8' 12'-6' 7'-0' 12'-' 12'-0' 12'-6' 12'-6' 12'-6' 12'-6' 12'-8' 12'-6' 12'-6' tY-6' 60.0 7'-0' 12'-8' 11'-7' 12-6' 12'-6' 12'-5' 12'-6' 12'-6' 12'-6' 12'-E' 12'-8' 12'-6' 7'-0' 12'-6' 11'-7' 12'-6' 12'-6' 12'-6" 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 58.0 7'-0' 12'-6' Il'-3' 12'-6' IV-6' 12'-8' 12'-3' 12'-8' 12'-6' 12'-6' 12'-6' 12'-6' 7'-0' 12'-8' 11'-3' 12'-8' 12'-6' 12'-6' 12'-3' 12'-6' 12'-6' 12'-6' 12'-6' 60.0 7--0- 12'-6' 10'-I1' 12'-6' 12'-6' 12'-6' 11'-11' 12'-6' 12'-6' 12'-6' IV-6' 12'-6' A 7'-0' 12'-8' 10'-11' 12'-6' 12'-6' 1Y-6' 11'-11' 12'-8' 12'-8' 12'-6' 12'-8' 65.0 7'-0' 12'-6' 10'-8' 12'-1' 12'-6' 12'-6' 11'-7' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 95. 7'-0' 12'-6' 10'-8' 12'-1' 12'-8' W-6• 11'-7' T2'-6' 12'-6' 12'-6' 12'-6' 70.0 7'-0' W-8' f0'-5' 11'-6' 12'-6' 12'-6' 11,-3' 12'-6' 12'-6' 12'-E' 12'-6' 1Y-6' 7'-O• 12'-6' 10'-5' 11•-6' 12'-6' 12'-6• 17'-3' 12'-6' 12'-6' 12'-6' 12'-6' 7" 7'-0' 12'-1' 10'-2' 70'-11' 12'-6' 12'-8' 1V-0' IV-I1' 12'-6' 12'-8' tY-8' 12'-6' 7'-0' 12'-1' 10'-2' f0'-11' 12'-6' 12'-6' it'-0' 11'-11' 12'-6' 12'-6' 12'-6' 60.0 7'-0' 11'-8' 9'-11' 10'-6' 12'-4' lY-6' 10'-10' 11'-5' 12'-8' 12'-6' 17'-1T' 12'-8' 7'-0' it'-8' 9'-11' 10'-8' 12'-4' 12'-6' 10'-TO' it'-5' 12'-6' I1'-11' 12'-6' 68.0 7'-0' 11'-0' 9'-9' 10'-2' 12'-1' W-6' W-7' I1'-0' 12'-6' 12'-8' 11'-4' 12'-6' 7'-0' 11'-0' 9'-9' 10'-2' 12'-I' 12'-6' 10'-7' 11'-0' 12'-6' I1'-4' 72-6' 90.0 7'-0' 10'-7' 9'-7' 9'-10' 71'-10' 12'-5' t0'-S' 10'-8' 12'-6' 12'-2' 10'-70' 12'-8' 9010 7'-0' 10'-7' 9'-7' 1 V-10' 11'-10' 1 12'-5' 10'-S' t0'-8' 12'-6' 10'-10' 12'-6' 9" 7'-O'70, W-2' 9'-5' 9'-6' 11'-7' 11'-11' 1Q'-2' 10'-4' 12'-6' 11'-9' 10'-5' 12'-8' 05.0 7'-0' 10'-2' 9'-5' 9'-8' 11'-7' 11'-11' 10'-2' 10'-4' 12'-610'-5' 12'-6' 100.0 7'-0' 9'-10' 9'-3' 9'-3' 11'-S' 11'-8' 10'-0' 10'-1' 12'-6' 11'-5' 10'-I' 12'-6' IOOA 7'-0' 9'-10' 9'-3' 9'-3' 1V-5' fi'-8' 10-' 10'-1' 12'-8' 10'-1' 12'-6' 105.0 7'-0' 9'-6' 9'-1' 9'-1' 1 f'-J' I1'-2' 9'-70' 9'-10' 12'-6' I1'-I' 9'-8' 12'-8' 190.0 7'-0' 9'-6' 9'-1' 9'-1' It,-3, 1 V-2' 9'-101 7-10' 12'-6' 1 9'-8' 12'-5' 110.0 7'-0' 9'-3' 8'-11' 8'-10' it'-t' 10'-t0' 9'-9' 9'-7' 12'-8' 17-9' 9'-5' 12-6' 11010 7'-0' 9'-J' 8'-11' 8'-10' 11'-1' 10'-10' 9'-9' 9'-7' 12'-6' 9'-5' 12'-6' 115.0 7'-0' 9'-0' B'-10' 8'-7' 10'-11' 10'-7' 9'-7' 9'-8' 12'-6' 10'-S' 9'-I' 12,-6' 113.0 7'-0' 9'-0' 6'-t0' 8'-7' 10'-11' 10'-7' 9'-7' 9'-S' 12'-6' 9'-i' 12-8' 120A 7'-6' 8'-9' 81-8' 1 B'-5' 10'-9' 10'-3' 9'-5' 9'-3' 12'-6' f0'-2' 9'-10' 12-6' 1200 7'-0' 8'-9' 8'-8' 8'-5' 10'-9' 10'-3' 9'-5' 9'-3' 12'-6' 9'-10' 12'-6' 125.0 7'-0' 8'-6' 8'-7' 1 8'-2' 10'-7' 10'-0' 9'-4' 9'-1' 12'-6' 9'-Ii' 8'-7' 12'-8' 12U 7'-0' B'-6' 8'-7' 8'-2' 10'-7' 10'-0' 9'-4' 9'-1' 12'-6' 8'-7' 12'-6' 130.0 7'-0' 8'-4' 8'-5' 8'-0' 10'-6' 9'-9' 9'-2' 8'-I1' 12'-6' 9'-9' 8'-8' 12'-6' 7'-O' 8'-4' 8'-5' 1'-0' 101-6' 9'-S' 0'-2' B'-11' 12'-6' 8'-5' 12--6- 138.0 7'-0' 1 8'-2' 1'-4' 7'-9' 10'-4' 9'-7' 9'-1' 8'-9' 12'-8' 9'-6' 6'-2' 12'-6' 13310 7'-0' 8'-2' 8'-4' 7'-9' 10'-4' 9=i' 9'-7' B'-9' 12'-6' 8'-2' 12'-6' 140.0 7--0' 1 8'-0- B'-3' 7'-7' 10'-1' 9'-4' 9'-0' 8'-7' 12'-6' 9'-4' 6'-0' 12'-8' 140A 7'-0' 8'-0' 8'-3' 7'-7' 10'-3' 9'-4' 9'-0' 8'-7' 12'-6' 8'-0' 12'-6' 146.0 7'-0' 7'-f0' 8'-2' 7'-5' 0'-9' 9'-2' 8'-10' 8'-6' 12'-8' 9'-2' 7'-f 0' 72'-8' 7'-0' 7'-10' 8'-2' 7'-5' 10'-1' V-2' 8'-10' 8'-6' 12'-6' am iSOA 7'-0' 7'-8' 8'-1' 7'-4' 9'-S' 9'-0' 8'-9' B'-4' 12'-8' 8'-11' 7'-5' 12'-6' A 7'-0' 7'-8' 8'-1' 7'-4' 10'-0' 9'-0' 6'-9' B'-4' 12'-6'7'-0' 7'-B' 8'-0' 7'-2' 9'-2' B'-10' 8'-8' 8'-!' 12'-5' S'-9' T-6' 12'-6' IWAI 7'-0' 7'-8' 8'-0' 7'-2' 9'-f0' 8'-10' B'-a' 8'-3' 12'-5'160.0 7'-0' 7'-4' 7'-11' 7'-0' B'-10' B'-8' 8'-7' 8'-1' 12'-2' 8'-8' 7'-5' 12'-6' 160,0 7'-0' 7'-4' 7'-11' 7'-0- 9'-9' e'-6' B'-7' g-1' 12'-2' 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. NO MULLION zl 0 sW _ INTERIOR VpAA ..- MULLION ` ilA, 1 1` ,•'f FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) •• 'S' '$' f �T'�•. : 02017 TIVECO INC— DRAWN 6T. Nautilus ' L.C. MULLION SPACING:"S" ? IL EC O ImC. RoHfagShuKazSystOm oeum ' R �` RWT TESTING R ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. _ ...%1�•� I1l`` 51'1 ew C I',s�w.`r�`A(xr s'"pi,`IVlauce 1626 .W OSTREET 17-244 p C 6 1 a-mol:47l<eo0-L— PCRT wuE.Ft 0RAW040 N4 Ell-00067:9 RKSS-Tern)T.a_6�6.f+JC D77)57 WALTER A Tun 4,P.E. ®m` ru R P.E.SEAL./S1 A E/DATE rLORIGA tic.If 44167 m,sol n . SNQT 26 Of 26