Loading...
HomeMy WebLinkAboutProduct Approval- 3/5/2020 Florida Building Code Online SEE=, SCIS Home Log In 1 User Registration Hot Topics i Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search =zProduct Approval 0 USER:Public User SetY'.iYu - Product ggoroval Menu>Product or Iloolioagia Search>gnalicanon Llct>Applieefton Detail ,p ® d FL# FL12246-114 Application Type Revision 4y�.9 eS Code Version 2017 Application Status . Approved � �hE Comments Archived Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST Port St.Lucie,FL 34984 (772)871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg. callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com. Category Shutters Subcategory Roll-up Compliance.Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. * Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R4 COT EXPERT SHUTTER SERVICES DRWG 17- 244 CERTIFICATION OF INDEPENDENCE.PDF 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 hftpsg/www.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgvzRNLe5g4OVliltCaHwT5BBAhhv9l8%2fxUQDampBl9gCQ%3d%3d 1/2 4/4/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: No FL12246 R4 II EXPERT SHUTTER SERVICES INC DRWG 17- Approved for use outside HVHZ:Yes 244.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: +160/-160 Created by Independent Third Party: Yes Other: State Missile Level"D"wind zones 1, 2, 3 and 4(basic Evaluation Reports protection only). Pressure rating: +30,-30 p.s.f.at 20'-0"span FL12246 R4 AE EXPERT SHUTTER SERVICES DRWG 17- and +160, -160 p.s.f.at 8'-0"span with 1/2"slip. See sheets 244 PRODUCT EVALUATION REPORT.PDF 15, 16 and 20 for additional pressures and spans. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyri ht 2007-2013 State of Florida.::Privacy Ltatement::Accessibllfty Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® eOhEEk M Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRN Le5g4OVli 1 tCeHwT5BBAhhv9l8%2fxUQDampBl9gCQ%3d%3d 2/2 QENERAL NOTES! B.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1, NAUTILUS ROLLING SHUTTER SYSTEM.SHOWN ON THIS PRODUEVALUATION DOCUMENT&( E.D. HAS BEEN 9•ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR COMPLIANCE IN ACCORDANCE WiTTt THE 20TT7(6th EDITION) OF THE FLORIDA- UILDING CODE. -3/8'8x1 1/4'CALK-INS MANUFACTURED BY POWER FASTENERS,INC. NAUTILUS ROLLING SHUTTER SYSiEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MNMI-DADS -1/4'0x3/4' SOLID-SET MANUFACTURED BY ALL POINT, INC. f8R0WAR0 COUNTIES}. -3/8'0 KWIK BOLT TZ MANUFACTURED 13Y HILT). INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE,MENTIONED-CODE, -5/16'0 TAPCON MANUFACTURED BY RW BUILDEX, INC FOR A BASIC WIND SPEED ASREQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALT.BE AS INDICATED BELOW OR AT ABOVE MENTIONEO SHEET. AND SHALL NOT EXCEED THE MAXIMUM (0.5.0.) DESSGN PRESSURE RATINGS lRIXCATEO ON 5NEE[S 15,IHRU 18 20 THRU 26. EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. 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 WIND LOADS BY MULTIPLYING THEM BY 0,6 IN ORDER TO ANCHOR SPACING'* 1 OOX EDOE DISTANCE® 1 OOX CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX. (A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 28, 3/8bxi 114'CALK-IN 3 3/4' 4 1/2' 1 1/4'(3000 p31) NOT ALLOWED 2. IN ORDER TO yE�IFY TINT COMPONENTS AND ANCHORS ON THIS PLED.AS TESTED WERE NOT OVER STRESSED, 1/4'0x3/4 SOLID-SET 3' 3 7/0'(3000 psi] NOT ALLOWED A 33X INCREASE iN ALLOWABLE STRESS FOR WIND LOAOS:WAS NQL USED IN THEIR ANXSYSIS. FASTENERS 3/8`0 KWIK BOLT TZ 9' 4• 2 1/2'(3000 pal) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH 2015. 5/16.0 TAPCON•XL 3 3/4' 3 1/8' 2 I/4" (2699 poi) NOT ALLOWED NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB;;OF SOUTH 10,ANCHORS REQUIRED FOR.MULUON CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, FLORIDA. REPORTii 1030.01-08-AS PER.ASTM E 1996-85 E 1886=05 AND E 330 STANDARDS,QUALIFYING AOA. 11, ITA, 12. 12A. 13 do 13A. INSTALLATIONS FO FF WIND ZONES i, 2, 3& 4, MISSILE TYP+L D AND:ONLY APPLICABLE TO BASIC PROTECTION _{gy1K BOLT 1Z EXPANSION ANCHOR !MA)NUFACTURED BY HILT INSTALLATIONS,AS DEFINED BY SECTIONS 6.2,1.1, 6.2.1,2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19&20 , INC. FOR ADDITIONAL UMITATIOSIS. -HUS-H SCREW ANCHOR MANUFACTURED BY HILTI,INC. -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 SCREW_ EL TO BE STAINLESS STEM 304 OR 316 SERIES WITH 5o Its] EDGE DISTANCE AND EMOMMENTS ARE BEYOND ANY FINISH MATERIAL YIELD STRENGTH AND 90 kat TENSILE STRENGTH R CORROSION RESISTANT COATED CARBON STEEL AS PER DIN EMBEDMENT 49 10DX 80018.ALL S.D.S.ARE TEK SCREWS MANUFACTURED BYRYl BUILDER& SHALL COMPLY W/FLORIDA-BUILDING GROUT FILLED OR CODE.ALLIIN 2411.3.3.4. ANCHOR SPACING 0 100% EDGE DISTANCE* 100% CONCRETE CONCRETE BLOCK 3/4'0 KWIK BOLT TZ 27' 9' 4 3/4'(3000 psi) NOT ALLOWED 5, BOLTS TO BE ASTM A-307.GALVANIZED OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 36 kal MINIMUM 1/2'0 KWIK BOLT TZ 22 1/2' 7 1/2" 3 1/4'(3000 PSI) NOT ALLOWED YIELD STRENGTH. 3/8'0 KWIIK BOLT TZ 8' 4 3/8' 2'(3000 Psi) NOT ALLOWED S.NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S. PATENTS 6,Q95,225 AND 7,409;980. 3/8'0 HUS-H SCREW 4' 5' 2'(3000 PSI) NOT ALLOWED R 3/8'0 WEOGE-BOLT 4 1/2' 4 t/2" 2 1/2'(3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR®SIDE RAL SHALL BE AS FOLLOWS: 1/2'b WJ5-R SM OR W=BOLT IT' 8� 3'(3000 PS? NOT ALLOWED NOT ALLOWED (A)TO EXISTING POURED CONCRETE:MIN.3000p.s.T. CDMPRESSIV£STRENGTH. 5/8'0 FITS-H on OR'Amz BQT 7 1/2' 7 1/2' 2 1/2'(3000 PSI 11,THE INSTALLATION.CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16'0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW BUILOEX, INC. TO PREVENT WIND/RAN INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8'15 KWIK DOLT 3 ANCHORS AS MANUFACTURED BY HILTI, INC, 12. iT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO AL1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: INSURE PROPER ANCHORAGE.THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE,CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 2 1/4• FOR 5/16`0 TAPCON XL ANCHORS &2 1/2'FOR 3/8'0 KWIK BOLT 3 ANCHORS. _ NO EMBEOMENt INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 13.BYTHEPRODUCT'S INSION WNERENPHSHALL COMIS PLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED A2) MINIMUM EDGE DISTANCE(E.O.) INTO POURED CONCRETE SHALL BE: 4-FOR 5/16'0 TAPCON XL ANCHORS&5'FOR 3/8-0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL- ANY FINISH MATERIAL 15. (a) THIS P.E.R.PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,Le,WHERE THE SITE A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUNO.CN DITIONS DEVIATE FROM THE P.E.D. THE EXISTING WAIL.OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THiS PRODUCT,BASED ON THIS (8)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL: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 RESPONSIBILrM -5/16"0 TAPCON XL ANCHORS,AS MANUFACTURED BY 11W BUILDEX, INC. (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. B.1) MINIMUM EMBEDMENT OF 5/16'0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK UNIT SHALL BE 2 1/4'. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF NO EMBEDMENT INTT7 STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT, RECORD g B.2) MINIMUM EDGE DISTANCE(E.D.)OF 5/18 4 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE E.O,R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGA EO ENGINEER TO THE P.E.D. ENGINEER,SHALL SUBMIT TO THIS CARTER THE SITE SPECIFIC DRAWINGS FOR RENEW. BLOCK SHALL BE 4%EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. (e}THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 9.3) IN CASE THAT PRECAST'STON£, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON RECORD THAT PREPARED IT, THE EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND 16, PRODUCT MANUF ' ).ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF Dt(il) SUCH PANELS. FLORIDA BUIL ' C CA$FsL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE (C)TO EXISTING WOOD FRAME BWLDINC:SPRUCE PINE-FIR-SOUTH(G-0.36). DOUGLAS-FIR-SOUTH (G•0.46) OR I/ , UML ONLY 9£USED TO SOUTHERN PINE 1¢2 W/G.0.55 MIN. r3 � " THE STATE OF FLORAA4 YN �••`~' FLORIDA BUILDING COBE (Non High Velocity 8uniwne 2ano) -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY 1TW BUILDEX.INC. " S 01017 AL7EC0 INC. �^,,,�Tm C.1)THREADED EMBEDMENT ATI OF TAPCON XL ANCHORS,INTO THE WOOD FRAME UNIT SHALL BE 2 1/4'PHYSICAL F : 11Tautilus 1� THREADED PENETRTO FI : Rotttr>g3TiatlOz,SystOm GeA4J17 NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. TL.c1 X�.NrMWNEM..C.2) MINIMUM EDGE DISTANCE_(E.D.) OF TAPCON ANCHORS, IMO WOOD SHALL BE 2 1/4'.EDGE DISTANCE IS 0`• .t kr \\ nuCOUPANr EXPERT SHUTTER SERVICES INC. `�� BEYOND ANY FINISH MA6UL. (o .1j'• \\ 433a nr.Sun.>a S,.3o3 VAMC MUL n.331" 1626 S-W,BILTMOHE STREET 17-244 C.3 IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON % )• �s1�0�IL\LL *-mai;�Vt cocoMsmn11��1 � b �y r fl wG£,FL atB81 R 1 .-000671G DSIa,ML(»S)s71-om THE EXISTING WALL OR FLOOR,ANCHORS'SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND -'- t�- WH.11R A rl Jr.P.E, o.�eo.m. art w.. ac.mror an SUCH PANELS, P.E. S1 fi;I rynLTk/DATE TLMDA uc.!44167 au„� nv . a3{tE7 i or 26 i S�,+R,au#•1 S,r gam ,R7{R1.99T' �1 ipp3 1I #w•9 # #g #6 #7 »r A�ar.�,rs•X ,a: E=�—II-1111Il1mri•s1la•l lllI! • aaolamo—a,�ro s •a #3 DAs Eu Tana �� 'a.sm '#2 6r 491• lasruLEssmwssl >11 RmHEADT405LOMTMMMin HDCHIADAS THFFm110prt I00a 02,4e PIa6OPTION IMONORCOPTION =R)A,aeP,se ,^ DETAIL'G t ..V7• •?T �•�s CHRO �I�SYSTE AS 1 k, • BYStR)Bt3.TCOATNO,LLC Fy 191 '�• .061• ` OtT.E •'4¢r 4�•� •fie F8., .S iml(IErusnu" as4 OA SLATS '717• asr.. .Tar mf. (r') 1§ ® STA T mr ��• W6ITOALUTANUa ALLOY .` OALMINUNALLOY __ Fys+em(?a.T SCALEf?•r ©BASE SLAT 6CME:T?.r DETAIL�.s 0053-76KUNI MALLOY -- S^.KE:i7�1' fseo aar7ri, us um• ACETAL BUSHING••• 125% 6000• O.oW" ��• (USEWOPTIONS 11 AND•1) h .,aa• •123 •W .191, rr,! DENSITY:TA 9W .flr .Iso• TFHSLEMOOULUS377191 AVIP.) ) O BUILD-OUTTUBE AT vMQOLLMSW$mI .fri' 1360• I,a1a• 60534GAL MINWAALLOY MODNOTCHFD"ACT:85kar? SCALE:1?•1• !SIDEL"" ALE: ©RETAINING SYSTEM:SCREW+BUSHING satevr.rBUILD•OUTTUBE E1 BUILD-OUTTUBEORAIL 6003-78 AL MINUN ALLOY . .196•6CALE.1?•1'UAIINULI KLOY 6CALEft?•1',R'•P M MANUFACTURER TO ALLOW FOR A MiNIANM aW0• 0.050'CLEARANCE BETWEEN SCREW HEAD AND aNRY WALL AT NON HURRICANE POSITIONS, E3 BUILD-OUT TUBE 66611,TOALMNUNIALLOY a 079' SCALE:1?-I* aw �� 369• OH 1/4.8x3!4'ITWBUILDEX TEK SCREW .13-0• CAROGN STEEL O VALE,Ill.I •o Aw .250, $ fRl ) d y. -1w n CAR CD 5116'0 fTWBUIU)EX TAPCDN)(L AN CARSON STEEL SCALE ur•1• • 6.668 @K STORM BAR � ,,.•••••••.. OJ 3WO HILTI,INC.KWIK BOLT 3 ANCHOR (IMI.75ALLIW Na ALLOY TRAPPED ANGLE Q 4x8 MULLION CT 4x7MULLIO tf•'•� CARSONSTEEL �'lo••r OF G1 4x8 MULLION (L�.(y A r��� $CALF tm.r 6003-TG KUHINUM ALLOY 6081•TOALLMNUMALLOV OD6T•TBAL MNUMKLOY SCAlE:SU••f1• •.••' y ✓ •• SCALE 11r SCtLE:w••r SCALE 98'•1' FLORIDA BUILDING CODE(Non High Velocity Aurr(cona Zone) \� • �• C 1017 TILTECO VIC, • DRAW BY: NO.aalsl _ Nautilus �• sy,<um 06ni,7 INC. RollLsg56anor DATE ;•xt (F� t�1� T TING ENGIMEERIN nP"Y EXPERT I 25&W HERGRE STREET INC. • � T�;•' taw,ymla,-,a,o,r•,i av, COMPONENTS °'��n•cYo 6� ;,,,� a_ma1,014coaoatum Cyd(pDpp)749 - 0 fI%m7 6 7,-0790 ORAWW 4N. ter/-�A{y� tom— WALTER A.700LUTIJr.P.E. aw.. m,c. ua rar moor,u. PSC��iF y�fR�DATE FlJGN04 U.+44167 SHLEI 2 CAF 18 A 4 s w ! + •� �i a1 • 14 4 5 12 3' 3 e 0 - 4 ' �- ' is IB 1 SIDEIEND CAP 6 2 HOUSING(BACK&TOP).040 THICK 19 ° Jp 3 HOUSING(FRONT&BOTTOM).040 THICK 4 SPRING BRACKET a © Q 6 SPRING ASSEMBLY 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL(MAIN SECTION) r• 8 SIDE RAIL(COVER SECTION) 1.0 9 ALUMINUM STARTER SLAT ./0 10 ALUMINUM SLATS 1-10 0 s Jo 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET .-00 14 SPRING,GEAR&MOTOR BRACKET BOLTS ..00 15 HOUSING(BACK&TOP)FASTENERS 0 e /0 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 o. 23 UNIVERSAL WITH DRIVE SHAFT S 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX & END�Q,e-&85EMBLY COMPONENTS w 11,�p�,,,..:....,., ✓ �� C1u*S '•9 : FLORIDA BUILDING CODE(Non ffigh Velocity gurricane Zone) No.44167 °2017,unEo w� Nautilus �"Lc : LR tl * •* RoWagSbntterSystem 06/24/11 DATE �•j7 �j ty�p� Ttun TESTING a EN0INEERINO COMPANY EXPERT SHUTTER SERVICES INC. 0 0 \ 6021 w•.uo,v-v..7n.xx u tumcMs,n sJu. 1626 S.W.RILNORE STREET T„ t:��V fi ' •� 1 Aw i(1a0p7.-.!b.rw:(w3IE1�-.5)1 17-244 WWG W t PORE ST.LOCO:,,Fl."2 0 rrr.C'4QA,n•• 'it,- G�r tlll —.1E6-000 9.00T PNONL•(6°0)N9-96S6.f�X:(n7 07-0"0 ORAMVIG IN {7�` WA1EA A.PLUT Jr.P.E. uR -. / Fta6DA Lk.0 44167 m.rm. `.,NEa 3 Or 26 P.E�RE/DATE/DATE BOXY/6, & Y/7BOX V/9 PTR 9�0 REAR Y/6 & Y/7 R.E ) V/9� K .......... END CAP-- END CAP END CAP-- END CAP SLATS SLATS SLATS 0 -- SL3ATS 'SLATS 04 #4 --SLATS SLATS SLATS 105 9 'SLATS W 0/8 -1,6 1 ,S 0/8 '. 0/8 SLITS 0/8 01/8 1 101/8 0-/8 08 0 #7 . 7 LATS Qz 'SLATS aD (Ty, Ea. ENL)) (Typ- Ea- END) LATS t -SLATS (TVP.) (TVP-) to #10 LATS ItL LATS 77/+/ STORM BAR SPALIN;7/ rn*) k/e & Y/7 (4"4"ttf 414) �Y/6 & Y/7 Mn.,SLAT SPAN k/9 V/9 (SVC SCHEDULES ON SHEETS 15&20) 'k 0) Mo.,SLAT SPAN TYPICAL SINGLE UNIT ELEVATION WZO STORM BARS (SEE SCHEDULES ON SHEET IS) =NOTE-. SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS NOTE. SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NJ.S, PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: CASE I SHUTTER HEIGHT EQUAL OR LESS THAN W-O'APPLICABLE TO INSTALLATIONS W/O STORM BARS.W/STORM BARS OR W/STORM BARS&MULLIONS W/HEXHts UP To 11*-0*. (a)CURTAIN SHALL START SLATS AT TOP,FOLLOWED BY 02, #3, —7HERe*-[ER,ALL THE WAY DOWN.EACH SLAT # SHALL CONSIST OF.MIN.FIVE(5)sLxrs,oF THAT SLAT NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW IS SLAT SHALL VIC CONT114UED UNTIL TOTAL SHUTTER HEIGHT 15 COMPLETED.QUANTITY OF F114AL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT@MAY VARY WITH SHUTIEWS HEIGHT. ...... (b) BOTTOM SLAT@MUST BE ALWAYS INSTALLED, It It ,e CASE 2 ,�t4SHUTTER HEIGHT LARGER THAN ll'-O"APPLICABLE TO INSTALLATIONS W/O STORM FLORIDA BUILDING CODE(Non High Velocity Hurricane 74rw) BARS AND W/OR W/O MULLIONS W/HEIGHTS LARGER THAN 11'-0-. 44167 1 02017 rLTECO WC. DROW or tilus (a)CURTAIN SHALL START W/#1 SLATS AT TOP.FOLLOWED BY J2.J3. .....THEREAFTER,ALL Nau THE WAY DOWN.EACH SLAT I SKILL CONSIST OF MIN. INC(5)SLATS OF THAT SLAT NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW 01 SLAT SHALL BE OL CONTINUED UNTIL#10 SLAT IS INSTALLED.AFTER jtO SLAT IS INSTALLED,ADDITIONAL #10 11LIEC IMC. wTE SLATS MUST TILLff TESTING& EXPERT SHUTTER SERVICES INC. BE USED TO COMPLETE THE TOTAL SHUTTER HDOL-117. ............. WnAivm�W". 091MA""' 1626 S.W.MIUCRE STREET 17-244 (b) BOTTOM StAT@IAUS7 13E ALWAYS INSTALLED. -ftldm 01-0 L-. FORT ST.LUCIE,Fl-34984 N EB-0006719 p"ohill(m)749-005a.fox.(772)071-ma C"WING.Ik WALTER A.ITUA Jr.P.E. 7Z S RE/DATE FLOROA U--If 44167 A SHE T4 OF 211 POURED r-5/16'o TAPCONS XL W/2 1/4'Min. 1'xl-xl/8'OR 2-.2 1/8" 1/4'O 'ITW BUILDER TEK SCREWS 5/I6-0 TAPCONS XL W/ CONCRETE EMBEDMENT k 1O.D,xO.060'GALV, ALUMINUM TUBE 1/ 1`0.0..0.060'GALVANIZED STEEL 2 1/4'Min. EMBEDMENT REp•p STEEL WASHER O 24'o:e. 5/16'6 TAPCONS XL W / WASHER O 24'o.c. STEEL WASHER O 24'o.c. XOM/ 2 1/4'Min. EMBEDMENT O 24'ox. POURED CONCRETE POURED CONCRETE OR GROUT FILLEDf OR GROUT O ABLOCK .L REOUIRED. E CONCRETE BLOCK WALL REQUIRED. ;� O ------ ---._ it -- - -- EDGE 0 II M OPENING EDGE Or . M OPENIN .� M u i it CASTING �S�' O Emma GLASS �ISTIN I GLASS---�I (BEYOND) Is (BVOND) (BEYOND) i �^ ° p SEE ANCHOR SEE ANCHOR ,r _ SCHEDULES ON J' - 1 _ SCHEDULES ON o: SEE ANCHOR IS F m x SHEETS 16. 17 I I E' x SHEETS 1& 17 C= SCHEDULES ON I' - O1 @ 18 I w & 18 � A CO SHEETS 16, 17 , z 4i /; I A o i A Min. SEPARATION II Min.SEPARATION '' Min. SEPARATION Si i I TO CLASS TO GLASS �I TO GLASS E t E p(�bg a (SEE SCHEDULES DM� N (SEE SCHEDULES. EXTERIDR (SEE SCHEDULES. Ij r I xS ON SHEET 15) �� 3 0.1 SHEEP 15) d .. WI SHEET 15) ii D tl_ n E1 i D it OR E3 0/8 'i 0/g0/8 I 0/8 0/S ! 0/8 POURED CONCRETE ./ POURED CONCRETE r. I OR GROUT FILLED OR GROUT FILLED ' OR GROUTETE BLOCK " POURED CONCRETE CONCRETE BLOCK I I' WALL REQUIRED OR GROUT FILLED WALL REQUIRED. CONCRETE BLOCK U I WALL REQUIRED. EDGE OF " I' `J EDGE O OPENIF OPENIN 'I T> II /. O IIG '; B 2 1/16' u' 2 1/16' MIN. E.D / MIN. E.D / 1' 1 1/2'x1 1/2%0.062'4011T.ALUM. 2'W4.062'.CONT. -- ANGLE W/5/18'6 TAPCONSXL W/ / 1 ALUM.ANGLE E 5/16'0 TAPCONS.%L W/ '-(" POURED CONCRETE 5/16'0 TAPCONS X!,W/ -I' 2 1/4'Min. EMBEDM 2 1/4'Min. EMBEDMENT O 24'o.c. (I'eo3.ksi Min.)REO'D. 2 1/4'Min. EMBEDMENT 0 24'o.e. O 24'o.e. WALL MOUNTING FLOOR/CEILING/TRAPPED MOUNTING BUILD-OUT MOUNTING SECT 10NS,,�'' :r! it •. 1 •., ✓ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) INSTALLATION DETAILS ON EXISTING POURED -W.44167 °'0"¶`U`aINC. Nautilus •�_ CONCRETE OR GROUT FILLED CELL CONCRETE *� � RoJT4lgSbnNerSgseem ren,,,, EXPERT SHUTTER SERVICES INC. C'\ =K T 1 111 a ENa1NEERINO COMPANY BLOCK BUILDINGS �o• ��; K.�•I.>4�u. n„r� 1626 S.W.D LIMORE STREET 1_24 1 \ 1—, roe]1_&,ru�MIN-I M PORT ST.LUCiE.R.34964 L �`Lb. Il...•,•' \ e-mai:"It-0e L-rn ORA1nNC IY SCALE: 3/16' ® 1' `:Q• ��t1\ EB-Oaa6719 RIONrI 1666)]4n-9600.rax,T1n en-ocso ,,• WALIEA A 71ii1�Jr.P.E. a..r eeoma aut xn'r u+uaear )�/DATE rl.oa,DAI /44167 mu+n a/Nn SHM 15 or 26, EIMN4 WOOD EXISnNO WOOD [5/16-9 TAPCONS XL W/ 5/16-0 TAPOOILS XL W/ TRUSSES OR RAFTER�} TRUSSES OR WSTER 2 r/2•Win.PENETRATION 2 112'Ift PENETRATION I7xt'xt/8'OR 1/4'0x3/4•ITW BUG.W 1/iO4/4'GIN GUAM EXtSRNG WOOD & 1'0.0.x0.060".GALV. E*STINO WOOD & t.'D.x0.060'CALV, 21211 8• TEK SCREWS W/ TEK SCREWS W/ BUSSES OR RAFTER, STEEL WASHER,*24'ac. -TRUSSES OR RAFTER STEEL WASHER 0 24'0.c. ALUMINU t•x1'xiJB'OR iTUBE t•0.0..0.060'CALVAVZED 2'.2'x1/6' 1.0.0,x0.060'GALVANIZED '`TEFL WASHER 0 24'6.0. ALUMINUM 1118E t-EL WASHER O 24'o.c. 5/16.0 TAPCONS XL / 5/16-0 TAPCONS XL �i— /L - ./ ✓,/../,� wJ ._ ✓ .i^- ,=�^.�./Tmoi• - . �.._....�e—...--!' P 1/2•Mtn. M. .� w/2 T Bn,ENT FEN nONO 24'oe ... 2�2x4'OR (2} ~� 2 x6'CONr- 214'OR WOOD HEADER WOOD HEADER (2)2'x4'OR t (2)27x4'OR REQUIRED REQUIRED �` WQOD _ 2'x6'COM. REQUIRED ` REQUIWOODRED HEADER � REWIRED t EDG T I ENR°D T M 6 OPENING ( M OPENING j M a OPENING I z D EIGSTINO 0 M EXSgNG I BUSS T 000s:NO E765DHG BEYOND). 1 E111F71N1R (BEYOND) t GtAsS 1 ExiERIOR CLASS Eit�7aDR ((7}} (BEYOND) ( }; A W,s� �E1(BEYOND) ! tI t.2j Z16"OR SEPARAnON COMM � � (2)�4R� � �• urn. 7y � tE51GR 3 1 A d3 GCOM.NO00 'TD CUSS 2'x6•COM. I SEPARARON {2)2x4•DR 1 mil. (TLE SO60EE CN WOOD SCUD I TO OLASS 216'COM. SEPARAQQ1i } STUD O 16' I 9¢ETx 3 t A 1 ""i,. WOOD STUD ToCVSs O.C.MAX. } \ ,` }}..�� O i6'O.C. (SC SPDDAE 01 y T REQUIRED. p7 MAX.REOURiEO ryg(T Ng MAX 3 0 Td'O.C. �. (`.EE 50@'DRI Qv (SEE SHEET SCHEWILEORs [,EA (SRON EE SHEET 20) rc Ism SHEET 20) �. SHEET 30) ASS 0 20) I 1511 5DEM 01 0 ON MEET 2t '� CLASS Y I o I 0/8 0 8 0/8. 0/8 / {2 214'OR DID HDNS t ', SEE ARCHGRS j nNmi EDGE CONT•xY6dDOD t �T 21 6 EDGE ( [` EDULE I OFENINO t o DT6• I, OPENtNOC` 77�. ON SHEEt 21 1 p MAX. B 1 E. i Tj2'a1 11210.092' REQUIRED, SHEET ,! - E: 214'xO.062'xCGt3T. ttT SEE ANCHORS RULE . xCOM.)LUM.ANGLE 20) 1111 ' E, A_I1M,ANGLE 1I . t'. -SCHEDULE ON SHEET 21 5/16'0 TAPCONS XL 5/Td'0 TAPCONS XL0/8 i W�2 r/2Min. O 24'O,C P ETMTKI?{2'x4'OR 2'x' tVY91 2•x4'OR 2'x&"-�: .' 6/ ( a/COM.WOOD 1NaSH Z 4'OR 21 N991 O 24.0.0.IDUSTUIG WOOD CO"T.W OD 2'x4'OR 2'BOTTOM PLATE DECKOR BOTTOM PLATE MSTING WOOD OTTOM PLATE . EXISTING WOOD :OM_WOOD DDECP1 OR W000 OM PLATE: gEgU1RED COCNCRETE SLAB REQK OR UIREDWNCREIs BLAB REDUIRED ECK OR REgUIRED CONCRETE SUB (SEE SHEET 20) REWIRED (SEE SWEET ZO) RbE SLAB {SEE SHEET Z0) REOWRED. (SEE SHEET 20) REQUIRED. OUIRW L .t WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-'Y INSTALLATION DETAILS ON E I T . WOOD BUILDINGS N.T.. AAA'�P•''VC,EAtS `r✓!�'- AA •`• FLORIDA BUILDING CODE(Non High Velocity HUrrteone Zone) .44167 _ ` C 2417 13LTECO DJC. • �L On _ Nautilus 11 L I E C O I N c. Ro771agShQftsrSgstem aR17 �, ��� nulr TESTING a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. '.�'�\ TA1 x3x].tr.wR st,.u..,wf.wicyy. .s n,aHm 1626 S.W.BILTMORE STREET /L�� Pow t M3�7t-t6n.ro. fns t�t6st 17-244 t �.�� 1(1 a db 1r11a.0G.L.0m PORT ST,LUCIE,FL.34984 DRAW"N. +Z •.AL (Il C8-0006719 14xxt:t409T 7�9M'M�4.TAX: 72 671-0996 WALTER A.OR Jr_P.E. r wxa�n. oar pauvno. P.E, SEAL/51 EjDATE RR2IIl1 /44167 patwt +n SNIIT 7 Orta 1 ,n.E,O, POURED CONCRETE O OR J OR GROUT FILLED F I OftO IOR J POURm E0. POUR , CONCRETE BLOCK CONCRETE OR SEE SCHEDULES ON CONCRETE oR POURED (SEE SCHEDULES ON (SEE SCHEDULES ON CRo11T FILLED (SEE 17&18 GROUT FILLED K OOR J CONCRETE OR SHEETS 17&18) SHEETS 17&18) CONCRETE BlO K ) CONCRETE BLOCK (SEE SCHEWLES ON CONCRFILLED— SHEETS 17&18) BLOCK A 2.7 0' H * \ \\ 0 4'0.c. - A OOR E1 2.sa6• x.454• y A ©oR 3 r= • 2-:1 • 2•DR ,• A O D H H OR 11 suP E: 1/2• 1p• p o 4"o.c. 1/2. 1/4• p 0 a'o.c. ,/2•, ,/a• p SECTION Wf STORM BARS OR 1/8•SLIP OR 1/6'SUP OR 1/6'SIfP FLUSH MOUNT (WpLLI \\ TRAPPED MOUNT BUILD—OUT MOUNT SECTION P—P (PLAN) BUILD—OUT MOUNT SCALE;'311C-r SECTIONS 0-0 (PLANT INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SCALE:1/4'.1• G G oR G GDR© ©OR G f H A -- -------- j F F' 0 4.0.c. 2a o• H q H , H 0 4•o.c j A A 1T2-j-1/4• D 0 4'ox. 0!'o.c. 0 4'o.c. 0 4'o.c. A .1/ SUP ® u SECTION Q'—O' (PLAN) D ,/2-.1/a• ,/2,v4• D ,/y,1/4• ,/2=. ,/4 ,/2.1/4- 1/2;.;/4. ORIENTATION 1 OR 1/6•SUP OR 1/8•SUP D OR 1/8-SUP OR 1/8'SUP D D OR,/6'SUP OR 1/8•SUP WALL MOUNT END UWON SECTION Q—Q (PLAN) SECTION R—R (PLAN) SECTIO R'-R: (PLAN). H '� ORIENTATION #1 ORIENTATION J2 ORIENTATIONS #1 & 12 ORIENTATION #2 A 0 4'o.c. A WALL MOUNT END MUWON WALL MOUNT END MUWON WALL MOUNT INTERIOR MI LION TRAPPED MOUNT INTERIOR MUWON INSTALLATION DETAILS INTO MULLIONS G,G1,G2 �— SCAM 1/4•.1• � 1/2•.1/4' fJ2', S/4• r I p OR 1/8•SUP OR 1/8•SLIP p (2 2'x4' OR {//o 2 x6" STUDS (2) 2•x4" OR (SFE SHEET 20) 1 (OONTESHEET 21) * ALTERNATIVELY TO. HO, A 2'x6" STUDS �„ \ I LAIN. 1/2" 1/4"0-20x3/4" S.S. M.S. (SEE SHEET 20) (SEE SCHEDULE PLYWOOD W/ NUT MAY BE USED SECTION Q'—Q' (PLAN) DN SHEET 21) FOR THIS CONNECTION ORIENTATION # MIN. 1/2' PLYWOOD WALL MOUNT END INTERIOR MUWON ©OR 3 ,aso azso' Y oR r r��u{{reO •, D �10 VCS .,� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0 4'o.0. 1/2•, +/PP C40+7 TIL/FA0 INC, CPA"m0 D GR 1,B• 0 •44iBp Nautilus FLUSH MOUNT (WALLl _ Lc BUILD—OUT MOUNT ? * ' Roufny ShnfterSyarom OB/24/17 WOAT[ SECTIONS 0'-0' PLANT ' �`'' P � EXPERT SHUTTER SERVICES INC. ( F•A'••. (l4� !A� ua nv'Exu'tiN.O w�.wi G1iwHCEra4IR0 C+fO.nPis:U 1626 S.W.BILTYORE STREET 17-244 I'cIi 1 co00oLwm r1-1511 PORT ST.LUCIE,FL 34984 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS Q AL 111 ° m EB-0006719 1800 749-°°'°•fIl(m1°"-°°°° ►1 WALTER A m Jr.P.E. ••••' ••.• SCAUz 1/4'.1• 'P.E.�'SeA'/SfONATURE/GATE FwfwA LIc.f u,67 w 1.a1 . sxEtr a of za o I I 1/2' Min. E.D. 3- 1/2' Min. E.D FOR 318'0 CALK-IN ANCHORS (4 3/8-0 CALK-IN ANCHORS OR 3- Min. E,O. 3`Min. E.O=FOR 1/40 SOLID-SET ANCHORS (4) 1/4"0 SOLID-SEF ANCHORS OR Min. E.D. -Min. E.O.---I^-FOR 3/8'0 KMK BUT TZ EXPANWI ANCHORS (!I) 3/8`0 M41X BOLT TZ EXPANSION ANCHORS OR (4)ANCHORS* PER 1/8'Min. E.D 1/8" Min. E.0--f-FOR 5/16-0 TAPCON XL ANCHORS (4 5/16-0 TAPCON XL ANCHORS f• 3• i• STORM BAR CONNECTION, 5/16.0 TAPCONS XL W/ SEE TABLE 2 ON SHEET 23 EDGE OF SLAB EDGE OF SLAB 2 1/4'Milt.EMBEDMENT I""-- (TYP.TOP & BOTTOM) iF APPLICABLE�I IF� APPLICABLE & 1'0.0.x0.060'GAILV. f STEEL WASHER 0 24-ox. i 2' K Min. �XTER m POURED CONCR >_1 2- 0 O POURED CONCRETE 2`x2'x1/B'x0'-5'($D63-T6 ALLOY) (f'c•3'Ksfj 5' In. (PC=3 Kei) 5-min. 2" ALUMINUM ANGLE EA. SIDE Wj (2) 1/4"0-14x3/4"ITW})UILDEX TEK THICK REQUIRED p 118'0 TAPCONS XL 7HICit REOUIREO SCREWS TO STORM BARQ9 0 W/2 1/4'Min. 0 I I EMBEDMENT& f 5' Op. TOP & BOTTOM) I I I 'STEEDLXWASHER o�' t SECTION S-S 24'o.c• p 2- 0 0 I BOX I i I { n I ( uckNE SCREW 6 1 K I I ANCHOR V Min.FOR BOX n WINO ZONE- I 1-3 t it n I I DETAIL A 2-Min. FOR IE i I I t SEE STEP 3 ON SHEET 14 FOR SPECIAL sic 1/4"0-20 OR 3/8"0-16 MACHINE SCREWS USED JOINTLY W/ WIND ZONE TREATMENT FOR WIND ZONES 1 THRU 3 �d 1/4'0 x 3/4'SOLID-SEr OR.3/8`0 x 1 1/4'CAUL-IN ANCHORS iT 4 t; 1'Min. FOR n RESPECTIVELY SHALL BE LEFT TOGETHER W/ANCHORS AT THE TIME a WINO ZONE-+fi } STORM BARS ARE REMOVED. (SEE DET.A), N II i m i•'3 t Mintl I I I DMOR i� . 1 I N !; SEPARATION TO I o H I } C --.yl GLASS ONi = 2' Min. FOR q ( I D (2) ANCHORS* PER 9 p(SEE SCHEDULES A STORM BAR CONNECTION, I WIND ZONE-" SEE TABLE 3 ON SHEET 2S tQ ii SHEETS 15 & 16} S BEYOND �(Typ. TOP & BOTTOM) u� I IOfl II (2)318.0 CALK-IN ANCHORS OR y/ M_y Ij I I W SEPARATION TO ( (2) 714'0 S011D-SET ANCHORS OR H* - S1 It i I� �-�, cuss (2)3/8.0 KWIK BOLT TZ EXPA4SION K I ( i+-tFl.1 + (SEE SCHEDULES ON) A ANCHORS OR 1' it I I BEY10 EXISTING a SHEETS 15 & 16) 1 (2)5/16.0 TAPCON XL ANCHORS 1• 11 I I GLASS n ( I KR 2 U II 27x2"xi/8'x0'-5'(6063-T6 ALLOY) CLASS IG-�i I I v ° 2ALUMINUM ANGLE EA. SIDE W/ $� (2) 1/4'0-14x3/4"ITW ILDEX TEK k I (TYP.TOP/�ROYA SCREWS TO STORM BARI Mp.TOP/BOTTOM) (iyp. TOP & BOTTOM) SECTION S1-81 (1TP.TaP/�iTTaIAh; I (TTP.TQP160TI M) II 2 1/16" 4 Alin. POURED CONCRETE �M N E 0 4 O (Ye®3 ksi) 5"min. _-", . E I I/2"xi 1/2-x0.052'xCONT.ALUM. {, ANGLE W/5/16-0 TAPCONS XL W/ THICK REOUIRED 5/16.0 TAPCONS XL Wj / 2 1/4*Min.EMBEDMENT 0 24'O.C. 1 // jr� 2 1/4'Min. ETABE.DYPRI�(i%j� / 0 24'om, I"I �sT`Kf l�J� EDGE OF SLAB (POURED wiOMCACM, EDGE OF SLAB WALL MOU ��,•••'•••• `0/1"'-: IF APPl.1CABlE! 5•mn.T I) R[0'o I NF APPLICABLE �� "-``•,��: FLORIDA BUILDING CODE(Non TBgh Velocity Hurtimne Zorre) L.-4 1/2-Min. E.D. 1/2'Ulm E.O-.I---FOR 3/80 CALK-NN ANCHORS ; .,q¢f ' 02017 nLTEC0INO, * DRAW fit I---3'Min, E.D. 3" Min, E.0^---}-^FOR 1/4.0 SOLID-SET ANCHORS , �' Y 4 67 S ; Nautilus Min. E.D. 'Min. E.O­-�-FOR 3/BO X"BOLT TZ E%PAtNSNON ANCHORS •p: 2 Ro9LV5hunvrSpaf*m oe�n4/17 6,-3 1/8'Min. E.D 3` 1/8'Min. E,DI FOR 5/160 TAPCON XL ANCHORS `'p-V�i ' � �L C' C y IND. DATE-`,'• TMLIT TESTING a ETIGINEERINO COMPANY EXPERT SHUTTER SERVICES INC. ��••'•. !' 11 `�''Ra T, aoSGje7Gt_rsw. iwe'rf°t-'tnxartin4 1626 S.W.BtLTMORE StREET 17-244 FLOOR TO CEILING/TRAPPED AND WALL MOUNTING:STORM BAR =,sj Hyl (111 e_ BRcuOectcam ENON6 ami 744- �' y�7- 0u x>A�w SECTIONS V ~. NAL E� 11 WALTER A°T°I°LUI'JOr.P.E. Y..Y q]�YI ! �Y`Y MYYIIY YR P.E.S'W'9 TURE/DATE FLORMA Lk.t 44167 cu+.m. at SHEET 1I-- FOR Kffi Mtn. E0. ' Min. E.D. ANCHOIRS3®4 ENO ANDENDIINNTEROR.TZ �MUWSONS 1 1/2• 3" 1 1/2" ©'�®(ORIENT nON Nt) AND END MULLION S©& 01 (ORIENTATION N2) - }- 3" �. J. FOR (2� 3/4"0 KWIK BOLT TZ EXPANSION G —1�1— • Min. E.D. Min. E.D. ANCHO S ® INTERIOR MULLION ) G (ORIENTATION N2), EXTERIOR EDGE OF SLAB rT T-T EDGE OF SLAB 3-x3-xl/2-xO'-6' 4' DM" IFAPPUCFBLE'1 1 1 1 1 1 1 17 IF APPLICABLE 6' (6061—T6 ALLOY) (2)Alum.3 ANGLE EA. SIDE W/ 3•x3"xT/2"x0•—$ (2) 3/4'0 7�U BOLTS ( 1 1/2• (6061—T6�ALLOY) Num. TO MULLION C & POUREO CONCRETE It ANGLE EA SIDE W/ (2) (1) 3/4'0 KWIK BOLT TZ (t•c . 3 kai Min.) II 3' 3/4.0 THRU BOLTS TO 1 1/2' EXPANSION ANCHOR I I/2' 8' Mtn. THICK REO'D. ji MULLION G T (X 3NSIO TO POURED CONCRETE 3"--� --3' 6' Min. EMBEDMENT KIVIK BOLT'TZ EXPANSION { 1/2• TOP& BOTTOM) jj JE EO. ANCHOR W/ 8" Min, (Typ. 6. 6 I I EMBEDMENT TO'POURED 9 CONCRETE (Typ. TOP"& II I I BOTTOM) I+ EXISTING--';; I I SECTION X1-X1 W/n * ALTERNATIVE SECTION X1-X1 W/(G-%* GLASS it Iiia (END & INTERIOR MULLION) DINTERIOR OR G1 (W/ ORIENTATION # 11 W 0 I N TION G (6"x4") (4"W) N G 's I a''�{ 1 1/2" 1 1/2' 1 I/2• 1 1/2' (a tI I 3•x3'xl/2'x0'-4` 2• I y 5• 2 N p I (6061—T6 ALLOY) I rLr N I Alum. ANGLE FA. SIDE V!/ 3� 3' — — 3' EXTERIOR (2) 3/4"a TH u 80 TS (� o_ TO MULLION G & aut ® s ® (1) 3/4.0 31 BOLT TZ G1 z 11 EXPANSION ANCHOR H Q/8 Or I' Q/8 or POUR£QMCONCRETEMFl4T TO 4' ExmtiOR 4' R/8 or t' R/8 or TOP & BOTTOM) 1 r I 35 R'/8 i; R'/8 G1 B• EXTERIOR n th s tj it I © —F t 1/2' 6• ® 11/2' -4. 4• 3".3•x1/2'x0'—B' (6061—T6 ALLOY) (i1P TOP1Ou)2i I X1 z3xvxI/2"xO'-8' (6061—T6 ALLOY) "Alum. ANGLE EA.SIDE W/ 2) J/4.0 (IYP.TOP/60TIOU) Num.ANGLE EA. SIDE W/ 2)3/4'0 THRU BOLTS TO MULLION &/4 ii 1 1/2• THRU BKWIK BOLT ULLIONEXPANSION( (1) 3/4'0 KVtIK BOLT TZ EXPANSION It 2" 2' ANCHOR W/ 6' Min, EMBEDMENT TO ANCHOR VI/ 6'Min. EMBEDMENT TO II 3• POURED CONCRETE (Typ, TOP & POURED CONCRETE (Typ. TOP & i. F r SECTION X1-X1 W/ * BOTTOM) BOTTOM) POURED CONCRETE END MULLION ONLY) .(INTERIOR MULLION ONLY ' (Fc n 3 ksi Min.) (END & INTERIOR MULLION) / B' MI.. THICK REO'0. W ORIENTATION # 1) ALTERNATIVES SECTION X1-X1 W/ 11 1J SEDGE OF SLAB ($'•X4••) EDGE OF SLAB IF APPLICABLE 1 W ORI/E/14TATION 4 22) IF APPLICABLE FOR (2) 3/4.0 KWIK BOLT TZ E PANSION 14"XB') Min. f.D. ' Min. E.O. ANCHORS m INTERIOR MULLION . "••���"•" (ORIENTATION N2). NO BOX NOT SHOWN FOR CLARITY Min. E.D. 'tAin. E.D. OR (1) 3/4-0 KVAK BOLT TZ EXPANSION \ • `0� ; FLORIDA BUILDING CODE (Non High Velocity Hurricane Zona) ANCHORS m END AND INTERIOR MULLIONS . rottxtr iEND ® (ION al TION N1 & N2�AND ,\*:• •�'44r8x : own nuELro INC. Nautilus I.C. ENO MULLION Gt (ORIENTATION 2 , FLOOR TO CEILING lTRAPPEDMOUNTING:MULLIONS QOR# b 416 ' Rollin Shutter tom 'C;c� 9 � WA41/17 SECTIONS W-1 �s A 1I11y [' IL E C O tNc. EXPERT SHUTTER SERVICES INC. UA` TIWT fESTlNG a[NOINEEFINO COMPANY =tl�.• oil IY .•�'yQ`\\ uss+.x.aacu..n.a..tri.vacau wm[nf.n.a�rec 1626 Wr.UICIE,ORE IREE 17-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* C:`�sip"• • T' \�,,�'\ 'WALIM 1, ' 53 PORT Pte^ (NO)719-2ms•n% n?)el+-ONG u� ��N0 SCALE: 1/6' 1' P.E:�4'ayy ��i) T1JA/DATE FwAA LC./44167 + m r►"++ sn[Er 10 of ae e Min. E.D. Min. E.D. (4) ANCHORS 3"x3'x1/2'x0'-4" 2" GE OF ( (SEE SCHEOULE /1) (SEE SCHEDULE Ai}-'I (SEE SCHEDULE 01) - (6061-T6 ALLOY) 0SEE MALIYUM©(IOERIOR)&Q,1 (END.&UBERIDR)TRAPPED MDONIEO YULUCNS 11 EDGE OF SLAB 3' Alum. ANGLE EA SPAN COVERED BY SCHEDULE 16 FOR 44STA11ATION CASES 1,1t&R ON SHEET IFAPPLICABLE'I NF APPI PLICAS E SIDE Y!/ (2) 1/2'0 '� 3' 25. \ \ THRU BOLTS (LIMITED LOAD,MULLION SPACING MV SPAN INSTALUTCN): \\ 1 t TO MULLION®1 I I I&VW ION OISE T -RESIDENTIAL MID COMMERCIAL APPUG7WNS WITH iWO G 1 4IEXTERIOR P.s.t.MWMUU AS.D.DESIGN PRESSURE RATING.' 11 3' POURED CONCRETE 3'z3'xl 4'x0'-8' SEES• LOULESMUU &1 SPR AD. (1'c=3 ksi Mint, (6661-8 ALLOY) —( EXTERIDR SEE SCHEDULES p1 &�2 FOR ADDITIONAL SPECS. II SEE SCHEDULE /t. Num.ANGLE EA SIDE 1 1�. G) B' IISTTNIAIRN GSE 4-RESIDDITIAL AND LOIWEROAL APPLICATION W/360.8 paf. 11 W/ (2) 1/2"o THRU MAXIMUM A.S.D.DESIGN PRESSURE RATING,8'-0• j BOLTS TO MULLION© 1 1/2' MAXUYUY MUWON SPACING. II i 6• SEE SCHEDULES/1 &/2 FOR ADDITIONAL SPECS. ExISTING�''u ALTERNATIVE SECTION X1-X1 W/OG * N4AllA1W CASE B-COMMERCIAL APPLICATION!FOR 1100.0 pst.MAXNwUY ASD. GLASS 111� DESIGN PRESSURE RATING,6'-O'MANIKIN MUWON SPACING.SEE SCHEDULES 11&12 FOR AMMOtiM. z -1M'n' GOR G1 (4 p x6p INTERIOR MULLION ONLY W/ ORIENTATION # 2) 1 1/r SPECS. O 2)ANCHORS 2' 2" ii 3'x3'x1/4"xO'-8" T{'--6"—•'i 1 (SEE SCHEDULE(I2) (6061-T6 ALLOY) I ALTERNATIVE SECTION X1-X1 W/ n Num.ANGLE EA SIDE MULLION o VI/(2) 1/2"0 THRu 3" 4"x8' INTERIOR AND END MULLION W ORIENTATION 1 BOLTS TO N Ne a I i 4" SCHEDULE /1 8 WH.EDGE Q/8 or ( 0/8 or I I EXTERIOR MIN.sue r R/8 Or 11 R/8 Or (4) ANCHORS I I IH CASASEE-gilOH �Ea D 5 ANCHOR TYPE!SIZE(TMP.TOP&DOROY) EIYBCDYENT ANCHOR DI o a R�/8 ANCHOR (SEE SCHEDULE #1) ' 1 1/2' 318.0 NILn INC HUS-H SCREW&3/8.0 POWER FASIENER R'/8 jj I I WWGE-DOLT ANCHOR FOR@&®(INTERIOR)MULLIONS 2 1/2' 5 1/2' 1/2' W/ORIENTATION/2. T {• W OCEw BCLT ANCHOR FOSCRR (END 12&INTERIOR'0 POWER)MAULLIO 3• S. ALTERNATIVE SECTION X1-X1 W/ W/ORIENTATION/T, ® ; X1 (4"x8" INTERIOR MULLION ONLY W/ ORIENTATION {f 2) UU NS INC TKwXENT BOLT 2)ONLY FOR(D&®INtERIOR (TYP.TCP/SOTTOU)t (TTP.TOP/BOTiOM) YUWCNS W/ORIENTATION/2)& (EN MUWON W/ 2 1/2' S 1/2' I ORIENTATION/1). II J"x3'x1/4'x0'-8" 4• 1/2.0 HIL11 WC MUSH SCR & 1 2'0 POWER FASTENER j (6D61-T6 ALLOY)Aum. WEDGE-(TOLE ANCHOR FOR( ': (END ON INIEWOR 3- B" II 3• ANGLE EA SIDE W/ 2 _ __ 1• MULLION)W/ORIENTATIONS/1 OR 2. �� i• 1/2'0 TH BOLTS TO -4 - 1/2'0 HRTI INC KWIK DOLT TZ ONL'FOR 0& tW1ERtOR MUWON Ci X MUWOHS W/ORIENTATION/2)&�(ENO YUWON W/ 3 1/4' 7 1/2' f/V ORIENTATION/1). I EDCE OF STAB 6'B'E)(TMOR 0 6' 1/2'0 HILTI INC MUS-H SCREW OR 1/2'0 POWER FASTENER G T riiJ7OE-BOLT ANCHOR SEE NOTE ON SCHEDU 1A' N J' B' IIF APPLICABLE SH£LT 25.YAUD FOR ENO&INTERIOR YUWONS & EDGE OF SLAB I Ain. E.D. .__..I Min. E.D. ��II I W/ORIENTATIONS/t OR/2. IF APPUCABLE (SEE SCHEDULE /1) (SEE SCHEDULE #IH 4)ANCHORS POURED CONCRETE �SIEE SCHEDULE 11) 1• SCHEDULE �2 M EDGE SE =3 ksi Min.), 1 1/2•-• 4" 3' INSTALLATIONCASES THICKNESS SS ANCHOR TYPE&SIZE(TMP.TOP&BOTTOM) MIN.ANCHOR DISTANCE SEE SCHEDULE N1. MA ALTERNATIVE SECTION X1-X1 W/, * REa D. AMC/2* FLOOR TO CEILING I TRAPPED MOUNTING:MULLIONS GQ OR lGt� •'' _ L Ia&D 4' S/B'r PoUI INC HUS-N SCRLY!&S/B'0 POWER FASTENER 2 1/z• 7 1/2• WEDGE-BOLT ANCHOR SECnONSW-1 (4"x8" INTERIOR AND END MULLION ONLY,. A„ -]) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Q END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION N0.44187 02017 1LTEC0 wo Nautilus °�""'�" APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS * T : Ro1Lng ShutterS�lXfun os/24/I7 -� � IL E C O�IH.. DAR SCALE: 1/6'- 1' TIWT TESTING&ENGINELRIHO C04PA1XY EXPERT SHUTTER SERVICES INC. o •� 4r \ Wia Nr.>m.s4 m..>4>.Kaaaa 4K�p1;n»iu 1626%W.WLTMORE STREET 17-244 Q \\ rm..a[xularl-»�•!a.o.Exia)en-1mP PORI ST.LUCIE.FL 74984 ��� �-"•.••'' •\ ` a-moi:WlecoOoot.can DRAWING IN • 510E RAIL QO AND BOX NOT � S 6� 11\ EB-000671s Pxaa NeooX 1aa-ansa.rAx (m)m1-caa0 •• WALTER A LRLN Y.P.E. wv.., masa S F •. 71-CM SHOWN FOR CLARITY p E! fj /OhTE RGRIOA Uo./44167 oo.w. v+ " sxTEr Ia\OT2O -1/4744/4*ITW BUILDEX T5K SCREWS EDGE IF APPLICABLE EDGE IF APPLICABLE 2'xMUWON DET,,0'80",TCo.n)L W/ I"O.D.XD,060*GALVANIZED STEEL Z1 , , // WASHER 0 24'c.c. 11 ALUM TUBE (TOP W/ EDGE IF APPLICABLE 2 /2\\\\\\\\ 5/16'-0 TAPCONS XL W/ 2 1/44/ 7 1/2-Min. E.D. 7 1/2' Min, E.0 Mm. EMBEDMENT 0 24*o.c./ — 2' MIN. E.D. 2' 7 1/2-Mn:iE.D. 2' 1 1/4' 2' POURED CONCRETE POURED CONCRETE (f*c - 3 ksi Min.) SMOR 3 1/2' Wc = 3 ksi Min. 6" Min. THICKNESS RECI'D. 1 6' Min. THICKNESS 4'EXiERiOfi 1 1/4* REO'D. ALUM. M M 6 E L P TAPC EMBEDMENT'Top "OTTO' DNS XL Wj 2 4' INT 11 24 Oc,"/W/ ;4L 2' I hG OR nGl 2 1 ED EQ.- I CONTINUOUS POURED 1 .1 =r' 7 1/2 CONCRETE(11c-3 ksi LEM) END CAP 2' Min. CO. 7 1/2" Min, EA.---i 1 7 1/2-Min. E.D. 6' Min, THICKNESS 4'— 1 REQ`D' —— "NI14' I 4'x4'xl/4' (6061-T6 ALLOY) --@CR @ �.'6�06'_Q'LOY) um.ANGLE EX SIDE. EDGE IF APPIICABI Alum.A14GLE EA.SIDE. EDGE IF APPUCABLE_// DT114OR ALTERNATIVE SECTION X2-X2 W/(G)OR CGS ALTERNATIVE SECTION X2-X2 W/ (INTERIOR MULLION) (END & INTERIOR MULLIONS) 1111 GR(ENTATION 2)_ DV I QRIENTATION 9 1 Q/8 or Q/8 or (4"W' or 4"W) (80'X4") R/8 or ii 1 R/8 or v) R#/8 I R#/8 0 SEE MAXIMUM(11)(INTERIOR) &0 (END & INTERIOR) WALL (WALL MOUNTED SHOWN, MAY MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR i ExlsttHc it}e n: BE ALSO INSTALLED TRAPPED INSTALLATION CASES V & 11' ON SHEET 25 CLASS MOUNTED PER SECTION R'-R' (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): ON SHEET 8.) INSTALLATION CASE r - RESIDENTIAL AND COMMERCIAL 1/2" 1 1 APPLICATIONS WITH �60.8 p.s.f. 1 j2"x1 1 2 0.062xCONT. ALUM. MAXIMUM A,S.D. DESIGN PRESSURE 7 1/2. iT_ANGLE W/ 1/4'0x3/4" ITW BUILDEX MIN. E.D. RATING, 12'-0" MAXIMUM MULLION TEK SCREWS a 24' o.c. 10 TUBE. SPACING. VALID FOR CONNECTION TO 1 1 1/4- CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE-BOLT 1 ANCHORS. 3 1/2-6- X2 INSTALLATION CASE R' - COMMERCIAL APPLICATION FOR ±100.0 1 1/4* -tej— T, p.s.f.,MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 1/4- MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO 7 1/2' C"NIJOU"; POURED 4'x4*xl/4*xO*-6'(6O61-T6 ALLOY)Alum,ANGLE CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. MIN. E.D. CONCRETE(f'c-Yia-� -E±Et0Ek SIDE W/(2) 1/2-0 THRU BOLTS 70 MUW014 L CKNE5S ;IDE RAIL @ NOT SHOWN FOR CLARITYJ \\Kr,) 6-Min.TH & (2) 1/2-0 KWIK BOLT T2 EXPANSION ANCHOR MUD. X\"I W/ 3 1/4*Min. EMBEDMENT TO POURED CONCRETE fe"ON TIL& WALL (TYP.TOP & BOTTOM). EDGE IF APPLICABLE-/ It EN WALL MOUNTING:MULLIONS QOR %` - .- FLORIDA BUILDING CODE(Non High Velocity urricane Zone). IN ' 0207 IXTECO MC� • CRIIIII'm or POURED CONCRETE WALL $ 1 140.44167 Nauld-lus LQ SECTION W-2 CO/24/17 % Th LTIE C 0 DAU 0 END&INTERIOR WALL MOUNTED MULLION INSTALLATION TILUT TL511PIU&fKaIRFERM COz':..w EXPERT SHUTTER SERVICES INC. Hwy X IS 1626 S.W.BILTMOVE SERE 17-244 33190 $31 APPLICABLE TO A LIMITED LOAD,MULLION SPM AND MULLION SPACING INSTALLATIONS' Off' *-ima:tM..***L— FORT St.LUCIL ft,34984 Ell-000019 PJW4�ISM)749-90-A.FAX;(772)071-Mol COAWM Wo TJI�SCALE: IlIrfjFj}ijFtWALTER A. SH91T I IA OF 28 MADA trTcJUj Jr. 4- Min. E.D. ' Min. E.D. OR (1) 3/4"0 KWIK BOLTEXPANSION 2' ANCHORS 0 END MULLION Q3 3'x3"xI/2'x0'-4' (ORIENTATIONS 111 & #2), (6061—T6:ALLOY)Alum. 1 P 2' ANGFOR (2) 3/4'0 KWIK BOLT TZ EXPANSION 3/4 0 HRU 13OLTS SIDE W/TO Min. E.O. lAin. E.O. ANCHORS 0 INTERIOR MULLION® MULLION & (1) 3/4.0 1 1/2' (ORIENTATION (J2). K%VIK BOL TZ EXPANSION ANCHOR W/ 6'Min: EDGE OF SLABLE,DGGEE OF SLAB EMBEDMENT TO POURED IF APPUMLE `I I rI 1t 1 1! Ifl APPUCASLE CONCRETE (Typ. TOP & Id / BOTTOM) G2 7' EXTERIOR POURED CONCRETE II (1'c - 3 ksi Min.) 9' Min.THICK REO'D. II u 3- 11 ( u I 2' 2- n EXISTING—nI _e w GLASS X111 1" I SECTION 1 tdin. u G2 (END MULLION ONLY) 4. T 1/2' (WI ORIENTATION 1 ERI I DQOR _�. �N II I (7x4) 4, ii 3' 3• ® i. I IIV �� 01/8 I' Q'/8 $ n GZ 4" EXTERIOR 4' EXTERIOR O a U I I 1 1/2' 1 1 2- In II O ) / ® Ij I I ® Zrxj/2%O'-7- 3 1/2' 3 7/2ts TGP/807i631) I {11P.TOP/BOTTON) (6061—T6 ALLOY) 3'r3'xt/2-x0'-7- (6061—T6 ALLOY) I' Alum.ANGLE EA. SIDE W/ (2) 3/4-0 Alum. ANGLE FA. SIDE W/„(,2) 3/4'0 u f0. E0. THRU BOLTS TO MULLION 0`& THRU BOLTS TO MULLION II POURED CONCRETE (1) 3/4.0 KWIK BOLT TZ EXPANSION (2) 3/4.0 KOK BOLT TZ EXPANSION u3• (1'c = 3 ksi Mtn.) ANCHOR W/, 6' Min. EMBEDMENT TO ANCHOR W/ 6'Min. EMBEDMENT TO II 1. 8' Min. THICK REO'D. POURED CONCRETE POURED CONCRETE (Typ. TOP & CONCRETE(Typ. TOP & BOTTOM) I i (END MULLION ONY) (INTERIOR MULLION ONLY) £OCE of sue f ; I 1 ALTERNATIVE SECTIONS X3-X3 W/ G? I EM OF SLAB F APPLICABLE i� F APPLICABLE (Wf ORIENTATION 9 2) FOR (2) 3/4.0 KWIK BOLT TZ EXPANSION ,,✓•"""•••. (4"0") IAin. E.D. Min. E.D. ANCHORS 0 INTERIOR MULLION 0 "" �P.TI`/�C�/� • SIDE RAIL AND BOX NOT SHOWN FOR (ORIENTATION 112). �,'� ,,.•• T✓' Q CENS�' CLARITY. Min. E.D. " Min. E.D. FOR (1) 3/4`0 KWIK BOLT EXPANSION `4r%v,r J F '•,• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) ANCHORS 0 END MULLION (ORIENTATIONS 81 & s2). ;, • LG t.* 02017 rLTECO INC. 1vail�iluS C1 r IiM* ; ; FLOOR TO CEILING/TRAPPED MOUNTING:MULLION Ds/ts7„ SECTION W-3 , �\ 1111` ' EXPERTI SHUTTER o SERVICES INC, a� ' 17-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * NAL ,I�' SOQ0067ig P. PORT Sr,IUCfE, St964 w /0 T• 1 r+cr+o tew)w9-0035,axi Imi en-0oso wAllII,A TILL T Jr.P. SCALE: 1/8' I' P.E. SEAL/ NATURE/DATE FLORIDA IJMJ Jr.67 W'Da 12 er76 , Q SEE MAXIMUM Q(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN I"--(SEE SCHEDULE Min.DULE Min. E.D.E�(SEE SCHEDULE fi1)'I COVERED BY SCHEDULE Ib' FOR INSTALLATION CASES I, to & II �1) EDGE Of SLAB EDGE OF SLAB ON SHEET 25. If APPUCABLE IF APPLCABLE (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION)' INSIAl1AMON CASE I — RESIDENTIAL AND COMMERCIAL APPLICATIONS i WITH X60.8 p.s.f. MAXIMUM A.S.D. DESIGN u 3• _(1- 3`x3'xt/4'x0"-7' i` t" PRESSURE RATING, 12`-0" MAXIMUM POURED CONCRETE (6061-T6 ALLOYj 6-W—(' ( MULLION SPACING. n SE m 3 ED Nin:}, filum. ANGLE EA, SIDE SEE SCHEDULE SEE scH£Dut£ gt. w/ (z) 1/2'0 THRu I 3, {jt FOR ADDITIONAL SPECS. n BOLTS TO MULLION INSTALLATION CASE Ia _ RESIDENTIAL AND COMMERCIAL APPLICATION CI EXISTING--- I Z" � PRESSURE RATING, 8'MOMMAXIMUM MULLION Guts 0 SPACING. 1 1/2 SEE SCHEDULE #1 FOR ADDITIONAL SPECS. d biro. I o it G3 t 1 /2- INSTAI1A11ON CASE II - COMMERCIAL APPLICATION FOR ±100.0 p.s,f. M10R a) ANCHORS—' 7" MAXIMUM A.S.O. DESIGN PRESSURE RATING. SEE SCHEDULE iQ1) 8'—O" MAXIMUM MULLION SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. N 1 CI !! _ Q•78 ALTERNATIVE SECTION X3-X3 W/CGS E^ ; (W/ ORIENTATION k 2) SCHEDULE X11 ii (2"X7" INTERIOR MULLION ONLY) INSTALLATION I SLAB ANCHOR TYPE h SIZE MIN. ANCHOR MTA. EDGE a y THICKNESS DISTANCE FOR I * SIDE RAIL AND BOX NOT SHOWN REO'D, 3(TYP. TOP do BOTTOM) EMBEDMENT ANCHOR /8"0 HILTI INC HUS-H FOR CLARITY. I d- SCREW, 2 1/2" 5 1j2' 3/8.0 POWER FASTENER j X WEDGE— BOLT ANCHOR (TIP.TOPJBOHOit) (rYP.TOP 0111) 4- 1/2"0 HILTI INC KWIK 2 1/2' s 1/2' BOLT TZ p t POURED CONCRETE II 6• 1/2.0 HILTI INC KWIK 3 1/4- 7 1/2' tt 3` We=3 hsl Min.). BOLT TZ !; 1' SEE SCHEDULE #I. X41 /,0 / / / EDGE OF SLAB 1 71 IEDCE OF SLAB IF APPLICABLE IF APPUOABLE I Min..E.D. Alin. E.O. (SEE SCHEDULE #t) —(SEE SCHEDULE 01) FLOOR TO CEILING t TRAPPED MOUNTING:MULLIONS G3 -• SECTION W-3 ��� •'•.`��-: FLORIDA BUILDING CODE(Non High Velocity Hurricono Zone) ' 02017 TiUECO INC. tPIA+M 8Y: No.44167 Nautilus Q INTERIOR TRAPPED MOUNTED MULLION INSTALLATION L Ra7FIngSkutterS�atam per.,,, ,ty 5 I�_E�C 41Ne. an PWT TESu�TISN�,G, a<aEpNyWNEERiNO CONPAHY EXPERT SHUTTER SERVICES INC. APPLICABLE TO A LIMITED LOA[?,MULLION SPAN AND MULLION SPACING INSTALLATIONS =�'d,�'•..,(pR ,f' ��`� "� t,tatka�•Il9 twa 1..;�'°• Ic2a s.w,mL7uoae sraELT 17-244 .. tris a-rrwE-000 0oei.wm PBRT 5T. WS, FL..772)0 OPAWM No SGLLE: 1/6" 1' ��^^,LS � Es-n0LUTJ P"ONR'a roa>1 T,o.poaa.rvl(m1 971-aqua WAL7EA ti 11LU7 J4.P.E. P.�` fDA7E FtLSfatM tk.(4si6J as.a-al .» sNEEf i2A#74 a EDGE IF APPUCABLE 2"xMULLION DEPTHx1/8'Cont. .� ALUM. TUBE(TOP do BOTTOM) tvj tj4'Px3/4'iTW BUILOEX TEK SCREWS 5/16"o TAPCONS XL W/ 2 1/4 w/ t"0.0.x0.060"CALVANI2ED STEEL 7 3I2 1/6" \ Min. EMBEDMENT 0 24' ox WASHER O 24'c.c. Min. E.D MIN. E.D. 1- EOCE IF APPLICABLE� 1 1/2' 7 3/4' Min. E.Q. � r � c2 2� q- CONTINUOUS POURED-�. 10' 2- 7' CONCRETE(T'c=3 tai Kit) \ 8"Min. THICK REO'D. N POURED CONCRETE (Pc a 3 ksi Min.) \ 8" Min. THICK REO'D. 4" £IMMR END CAP w 7 3/4- NOTCH WEB \ an r 2" Min. E.D. EO. EO. \\(rY\P.\TO\PjeoTTO\M)\� - -1 4 ,y II 1. C 7 3/4' in. E.A. 4°0-0/8' (6061-T6 ALLOY) 1rMin. um.ANGLE EA. SIDE. n tl p (WALL MOUNTED SHOWN, MAY BE —— EXISTING �I E ALSO INSTALLED TRAPPED MOUNTED ctAss u ( PER SECTION 0'-O' ON SHEET 8.} EDGE IF APPUOABLE� G2 o " _ DMIDRSECTION X4-X4 W/ G? # N�; I ND & INT 10R MULL1oN) Q�8 ( f8 {W/ ORIENTATION 9 2) (4"x7") 211 1/16" '\\ I $� Min t E.0 �^ 1 1 1 j2"xt i j2""xO.O82"xGONT. ALUM. RAILD NOT SHOWN FOR CLARITY 7 3/4' _ AN W/ 1/4"0x3/4" fTW BUILDER MIN. E.O. ` TEK SCREWS 0 24" a.c. TO TUBE. 1 1/2" 7' CONONUOUS POURED--�.-N i CONCRETE(1 =3 ksi Wn.) 10' 8"thin.TH CK REOt N 7" •topJa0tt0u) 1 1/2" •Top/=W) LAIN. E.D. 4'x4"x3/8"x0'-10"(6061-T6 ALLOY)Alum. ANGLE �•'�•C,�,�r• EO E4 EALSIDE (2) 3/4'6 1HRU BOLTS TO MULLION q- (2) 3/44"-o NWIK BOLT T2 EXPANSION ANCHOR d'Qtir•"'�C t�+'`•.,• FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) do � • W/S-Min. EMBEDMENT TO POURED CONCRETE i EDGE IF APPLICABLE-/ WALL, (TYP. TOP h BOTTOM). ` �,4�e`7 02att MTEcO o1c. • WALL MOUNTING:MULLION ? * C—�*AY '�E+C Q INS Rowasrshv"rsystem y POURED CONCRETE WALL '4""t r � DATE , Tiltit TC57 NG II ENGfNEEN NO COMPANY EXPERT SHUTTER SERVICES INC. SECTION W-4 '_�'O�, •.FCO 1 1��` •s„"„v-M)S°'I u'"rte. ws` i'w,"°' 1626 Sw.SLUORE SMEEr 17-244 END&INTERIOR WALL MOUNTED MULLION INSTALLATION " ``'"S"° �' 1r'` °��G�T19s°" o'er iR'= '�;a`"rmFL 'zi8a,r-osteo ° * It WALTER A TtLUT Jr.P.0 tn.r aysrw we ue. to=.nw =K Sam 1/8"- t' P.E.��4'/.i .H/Y DATE n.of aA Uc./44161 SRRT 13 0F'35 r EDGE iF APPLICABLE 2`xMULUON DEPTMxl/8'Cont. EDGE IF APPUCnBLE1 ALUM. TUBE (TOP.&BOTTOM) 4V/ _i(4 EMBEDMENT O 24' -4x3/4'tTW BUILDER TEK SCREWS 1 5/t6"0 TAPCONS RL W/ 2 1/4' \ o,e. W/ 1'O.D.-O,060^GALVANIZED STEEL 1 2 IAfn, WASHER O 24'a.c. 4 3/8'Mir, E.O. 4 3/8" Min. EM MIN. E.O. t, a i CONTINUOUS POURED CONCRETE(t'c-3 im!An) 2• 3 1/2' , \ / 8"Mn. THICKNESS REQ"D. 1 EXTERIOR =END CAA 4 318' Min. E.O. CONTIN0005 POURED CONCRETE(re=3 Sd IGn) a 8'Min.THICKNESS l N REO'0. }AIn.Ii I a EDGE IF APPLICABLE LA X I SECTION X4-X4 W/ GC�3 o ° n (WALL MOUNTED SHOWN, MAY (INTERIOR MULLION) �N EXISTING it ( D BE ALSO INSTALLED TRAPPED (Wj ORIENTATION # 2) GLASS -11 MOUNTED PER SECTION 0'-0' ON SHEET 8.) (2-0") Z5 LI Da RIDR o;u� , , 0 SEE MAXIMUM©(INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES V & �� II II' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND Q'/8 i Q'/8 SPAN INSTALLATION): 2 t/2'\ INSTAUA'nCN CASE r -- RESIDENTIAL AND COMMERCIAL Min.E.D , 1 1/2'x1 1/2"x0.062"xCONT. ALUM. APPLICATIONS WITH *60.8 p.s.f, 4 3/6' -- ANGLE W/ 1/4'0x3/4" ITV! BUILDER MAXIMUM A.S.D. DESIGN PRESSURE MIN, 1-0. TEX SCREWS 0 24" o.c. TO TUBE, RATING, 12'-0" MAXIMUM MULLION ` I q SPACING. VALID FOR CONNECTION TO 9 CONCRETE W/ HILTI INC HUS-H OR (m =X�4R 3 L/2' IN I (11?)104P(�T1Gu) POWER FASTENERS WEDGE-BOLT ANCHORS. iNSKIATION CASE W - COMMERCIAL APPLICATION FOR ±100.0 1' p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 4 3/8' (2) 3/8'0.KWIK BOLT TZ EXPANSION ANCHOR MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO MIN, E.D. ` W/ 2'Min, EMBEDMENT TO POURED CONCRETE CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS, WALL (TYP. TOP & BOTTOM). EDGE IF APPLICABLE CONTINUOUS POURED SIDE RAIL�D NOT SHOWN FOR CLARITY CONCRETE(t'T =3 kEi M,n.) sa�4 Q .••,BENS,• $"Min. THICKNESS RE0'D. 1�4 p• F '•, FLORIDA BUILDING CODE(Non Mgh Vetocity Rurvicane Zone) WALL RED C INC MULLION �3 � _ No 44167 $ �4 0 201 mTceo�vr. �f�����u$ }R+�er in, POURED CONCRETE WALL * iY SECTION W-4 d -o ' -.�,�t4� iL ECO,N� EXPERT SHUTTER SERVICES iNE . RafllnyShuHorS�ahm o6R4s7 INTERIOR WALL MOUNTED MULLION INSTALLATION * =9'"x t S 1`` TILLIT TESTING h ENGINECRING GOYACNY ��1111 4333 av arq,srMa•.iaia',r i�"'i Ws iS'�ai1�'a 1626 SM ORT SF.UCM.FL.J 984 17-244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS -. S1pNp>V ,L�1 (°"°ED-000677I10L.ca P"OhIL TWO)749-9036,T/x:L177 6Ti-0790 �+�NP WALTER A n Jr.P„C. SCALE: 1/e'= 1' P.E. S S#{d{ E/DATE FlAPoty Uc.!44167 aP.ra, +n StiuTtStor26 a , TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES (*} STEP 1:OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(p.s.L)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN"L"(e)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1). 1,MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2:ENTER TO CHARTS (Ia, Ib & Ib) THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN Ia' BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP pn),ANCHOR TYPE AT SIDE RAILS:A.S.D.DESIGN PRESSURE RATING(p.s.t);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L"ft. 2.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&28 W/A.S.D.DESIGN LOAD:MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12%B'OR 7),AND DETERMINE MAXIMUM M�LLIQN SP IN(HEIGHT)WI ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(� ,#L G & ),MULLION TYPE 8 s ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(i)ABOVE. MULLION ORIENTATION. 3.SEE SHEETS 10,1t)A;11,11A,12,12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT * FOFOL OWINGIDEF NITION FOR LATFIC PRODUCT ISPAN SHALL BE CONG INSTALLATION NSIDERED INCLUdING ANCHOR TYPE,THE CONCRETE FOR A GIVEN FLOOULLLIONRTO ITLING(TR YPE( � ED fl gVtZ1 MOUNTINGS OF MULLIONS INTO LmAx:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 112"SLAT SLIP MAY BE PROCEDURE 46:IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A.S.D:DESIGNPRESSURE 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 Ia:PROVIDES SEPARATION SHALL BE BASED ON CHART Io,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS WIO OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE i ON SHEET 22 Wt A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb&VW ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT), THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING TYPE,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS: SPACINGAND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4IF 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 PROCEDURE 4a:IF STORM BARS ARE USED SPACING, 4.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24.26&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..IZ V OR 77,AND DETERMINE MAXIMUM MULLIONSP�rA�.N, CHART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)WI ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN f°, ,@& 2.ENTER TABLE ION SHEET 22 Wl A,S.d DESIGN LOAD:STORM BAR SPACING AND DETERMINE MULLION TYPE&MULLION ORIENTATION. MAXIMUM S.SEE SHEETS 10,10A,11,11A,12,12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING PPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE ), 3.ENTER TABLES 2 OR S ON SHEET 23,WITH A.S.O.DESIGN PRESSURE RATING AND STORM BAR FOR A GIVEN MULLION TYPE(©,G ,@& SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS ATANCHORS TYPE LEGEND FOR VARIOUS "` PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A 8 D) REMOVABLE(ANCHORS B&C) STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO STORM BAR SPACING. INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME STRUCTURES. S v ,A '✓7 FLORIDA BUILDING CODE(Non High Velocity Hurricane^Zone) No.44187 = °2°F'"L'EC°WCt W. C& F7 Romg sbaKor syatom Mff TEsnNa R ENGINffRiNO COMP WY EXPERT SHUTTER SERVICES INC. DATE l/fTl�,t61ia Ili.#v.W EIS ktl.�WRb'A QJ110�15.IL 7],�G �•�y r 1T A*x+t twfta:t-,aw.ra•,UWFar,-fast Mize S,w,BILTNOAE STREET 17-244 t"t—DOaLcoaf PORT ST.LWC4 FL.3+98+ '^ •V AI..�.[� ITTT E8-0008719 F1klYT:(0091 749-fl A.FSRI(7A)a71-om MAIM W. t r WALTER A 006 Jr.Pt. m.r aoavar oo, m.r moven. cm P.c.�E/OATE FLOWOt ua./44167 as rsaf u, sHttF,+or 2s a SLAT PERFORMANCE CHARTS Ia. Ib. Ib' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.Q,PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O CHART Ia T_ CHART Ib CHART Ib' CHART IC USE TIME ASA.LOAD 318"0 KWIK BOLT 3 ANCHOR 5/16" 0 TAPCON XL ANCHOR 5/16"a TAPCON XL ANCHOR USE W00MUM POSISNE ASA.LOAD VALUE POURED CONCRETE TO•POUREO CONCRETE TO GROUT FILLED CELL CONCRETE BLACK mm, MAX. SLAT SPAN SLAT SP MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS A.S.D. tim.' (FT) 'L DA)L' (FT) MEASURED TO BACK OF SLAT (in) DESIGN RESSURI WALL TRAPPED a1RD-OOT ow WALL TRAPPED suRD-GUI BUtw-GDT WALL TRAPPED BOLD-4Uietl to-ouT W/0 STORM BARS W STORM BARS Mw moum y�q��.W®/ uaDNT wl YWNf MOUNT ►► DN�E Ma1Nr w/Q mww YODNf MGUNI w/Q RATING SFZ NOTE# SFE NOIF3# -v SL NOW sm NOBS# SFE NOTES*' v-� SEE N01E9# SEE Nmm# S NOIFS# �'� gI�Ig1Eq# WIND ZON WD10 ZONE NO ZONESWIND ZONE (POE) STE NOPE# SS NOTES# SFE NOTE# 1-3 4 1-3 4 30.0 20'-0' 15'-4' 20'-0' 20'-0' 20'-0" 15'-4' 20'-0' 18'-O' 20'-0' 15'-4' 18'-0" 15'-8" 1" 14 1/2' 6' 7' 35.0 20'-0' 15'-3' 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° 49A 20'-0' 15'-0" 18'-0" 15'-3' 20'-0" 14'-2' 16'-0' T3'-9' 17'-4' 14'-2' 13'-9" 12'-0" 1' 14 1/2' 6" 7' 50,0 20'-0' 14'-10' 16'-9' 1'4'-2' 19'-I' 13'-1' 14'-10' 12'-10' I6'-2' 13'-i' 12'-9' 11'-0' 1' 14 1/2' B` 7" SS.O 20'-0' 14'-8' 15'-8' 13'-4' iT-9' 12'-4' 13'-11' 12'-1' 15'-0' 12'-4" 12'-0' 10'-6" 1" 14 1 2' 6' 7' 80.0 19'-5' 13'-9' 14'-9' 12'-7' 16'-9' 11'-8' 13'-2' 11'-5' 14'-2' 11'-8' 11'-4" 10'-0' 1' 14 1/2' 6' 7- 0.0 ' 85.0 18'-4' 12'-11' 13'-11' 11'-11' 15'-9' 11'-0' 12'-5" 10'-11" 13'-4' 11'-0" 10'-10' 9'-6' 1' 14' 8` 7' 70.0 17'-4' 12'-1' 13'-3' 11'-4' 15'-0' 10'-6' 11'-10' 10'-4' 12'-9' 10'-6' 10'-4' 9'-0' 1" 13 1 2' B' 7° 75.0 16'-6' 11'-7' 12'-7' 10'-10' 14'-3' 10'-0' 11'-4' V-11' 12'-0' 10'-0' 9'-10' 8'-10' 1' 13 1/2' 6' 7° 80.0 15'-9' 11'-0' 12'-0' 10'-5' 13'-7' 9'-5' 10'-10' 9'-7' 11'-7' 9'-5' 9'-3' B'-0' 1' 13' 6' 7- 85.0 15'-0' 10'-6' 11'-7" 10'-0' 13'-0' 9"-3' —9'-3- 11'-2' 9'-3' 9'-0' 8'-3' 1' 13" 6' 7' 90.0 W-2' 10'-1' 11'-2' 9'-8' 12'-6' W-10" 10'-T' B'-11' 10-9- 8'-10' W-10' 1 8'-0' 1' 12 1/2' 6' 7' 95.0 13'-5" W-8" IW-9' W-4' 12'-0" 8'-5" 9'-9' W-7" 10'-4' B'-5' 8'-6" 7'-9' 1' 12 1/2' 6- 7- 100.0 12'-9' W-4' 10'-5' 9'-1' 11'-B' 8'-4' 9'-5' W-4' 10'-0" 8'-4" B'-3' 7'-6' 1" 12' 6' 7' 105.0 12'-2' 9'-0' t0'-1' 8'-9' 11'-3' 8'-0' 9'-2" 8'-2' 9'-8' e'-0` 8'-0' V-4' 1' 11 1/2- 6" 7' 110.0 1V-7' B'-B' 9'-9' 8'-6' 10'-11' 7'-10' W-10' 7'-11' V-3" 7'-10" V-9' 7'-2' 1' 11 1/2' 6. 7' 9'-6' 8'-4' T-8" 8'-8' T-8' 9'-0' T-8' T-8' T^0° 1' 11 1/2' 6' T 120.0 10'-8' W-1' V-3' W-2' 10'-3' 7'-5' 8'-5' 7'-6" W-11' 7'-5" 7'-5' 6'-10' 1' it" 6' 7' 10'-2' 7'-9' 9'-0' 7'-ll' 7'-2' 8'-2' 7'-4' IT-8' 7'-2' 7'-3' 6'—e' t' 11' 6' 7' 130.0 W-10" 7'-6' 8'-9' T-9' 9'-9' T-0` 8'-0° T-2' 8'-5' T-0' T-2' 6'-6' t' 10 1/2' 6' T 135.0 9'-5' 7'-2' 8'-6" 7'-7' 9'-6" 6'-10" T-10' 7'-1' 8'-2" 6'-10' 7'-0' 6'-5' 1' 10 1/2' 6' 7- 1140.0 9'-1' 6'-11' V-4' 7'-5' 9'-1" - 7'-8' 6'-11' 8'-0" - V-10' W-4' 1" 10 1/2' 6' 7' 145.0 8'-10' W-2' T-3' 8'-10' - 7'-6" - 7'-10" - - - 1" f0' 6" 7' 150.0 W-6' 8'-0' 7'-2" 8'-6" - 7'-4' - T-9' - - - 1" to" 6' 7- 155.0 8'-3' - 7'-10' 7'-0' B'-3' - 7'-2' - 7'-7' - - - 1' 10" 6' 7' 160.0 8'-D' 7'-8' W-10' '8'-0' - T-1' - 7'-5' - 1' 10" 6' 7' * )NOTES 1, ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHORSPACING SCHEDULES SHEETS 7 SPACINGS AVAILABLE THE & 18 INDICATE THAT ANCORRESPONDING SLAT 1111111 Al ,•''���•••• ✓ FLORIDA BUILDING CODE (Non SPAN AND.A.S.D. DESIGN PRESSURE RATING. � F ••''•., s l High Velocity Hurdcone Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH ��� i 02017 TILTECO INC. Nautilus 3/810 04K BOLT 3 ANCHOR OR 5/16'a TAPCON XL ANCHOR, INTO NO.4416 @ jr sa E0 POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK. OR Xa MagSDaE(erSy5ft- 00/24/17 WITH 1/4-0 TEK SCREWS AT MULLIONS CONNECTION. VAJD FOR '6 • IL E C O IMe. uIr WALL MOUNTED. TRAPPED MOUNTED. AND BUILD-OUT MOUNTED. 2 �*S� Q TILLIT TESTING 6 ENC1/1EERIN6 COMPANY EXPERT SHUTTER SERVICES INC. L 0�'•, A\ �S r4.,lea�y p., vrrs a nsmq n a.es 1626 S.W.fI LIMORE STREET 17-244 rw�.,Frals+i-rn+9.f•..Umbn-ryi PORE ST. 0-A. FL 772)5 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE ? Ar � 11A a-maT:47Leco099Lwm ppOE;(pp7)749-90•A.EAY(772)071-0930 alAwolc No DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. S C? III%% r WALTER A.T1. Jr,P.E. a un r r.. tam un P.E •jy(FA TE FLMDA uC./44167 m n o>, nv, a SN[Ef t5 OF 26 7 7 MAX.ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE W/318"0 KVVIK BOLT 3 ANCHORS TO POURED CONCRETE WALL,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT MAX.AA&M 0 SLAT SPAN RANGE PRESSURE O'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 1 B'-20't WISE fP3+ s 30.0 9" 9" 9" 9" 9" 9' 9' 9' >31-40 9' 9' 9' 9' 9° 9' 9" 8' >41-60 9" 9' 9' 9' 9" 9" 7' 5 5/8" >8t-60 9' 9' 9" 9' 9" 8' 5 5/8' 5 5/8' SLAT t mm. L>121-140 s" s' 5 t/2" 5 5/8" - ~SPANS MAX. SLAT SPAN FOR A GIVEN A.S,D. DESIGN 9` " " 9^ 8' 6° PRESSURE RATING SHALL 9" 9" 9' B" 7" 6' NEVER EXCEED MAXINDICATED ON, SLAT S. s° 9^ 7" 7' - - - ,SLAT SPAN DEFINITION PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. DESt.& • SLAT SPAN RANGE PRESSUREM0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't (P,4 s 3&0 9" 9' 9" 9" 9" 9' 9" >31-40 9" 9" 9" 9" 9" 9" 9" >41-60 9" 9" 9' 9" 9' 9` 7 1/2" - >106-120 9" 9" 9" 8 1/2' 8" - - - >121-140 9" 9' 9" 7' - - >ut-180 BUILD-OUT MOUNT 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 (P. E E E E© E fl1/2 ® © E E E Q E E� E E E s 30.0 9" 9' 9" 9^ 9' 9' 9^ 9' 9" 9' 9' 9" 9' 9` 9" 9" 9` 9" 7 3/4' 7' 7" 5 5/8 >31-40 9' 9" 9' 9" 9" 9" 9' 9' 9" 9" 9" 9' S. 9" 9` 9' 7' 7" 6" 5 5/8" 5 5/8' 5 5/8 741-60 g" 9- 9` 9" 9" 9" 9" 9" 9' 9' 9' 9" 9' 7 1/2' 7 1/2" 6" 5 5/8' 5 5/8' 5 5/8' 5 5/8" 5 5/8" - >61-80 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" B" 6 1/2'16 3/4' 6 3/4' 5 5/8 5 5/8' 5 5/8^ 5 5/8 - - - - >105-120 9" 9" 9" S. 9" 9' 9' 9° .8` 6 1/2 6" 6" 5 5/8 5 5/8' 5 5/8 - - - - - - - >,21-,40 s• s^ s" 9' s" 7 1/2 B" 8"_ 6 B^ s^ s s/B• s s/6" s s/B — — — — — —>14t-160 9" 9` 9" 8Bs7' 7' 5 6 3/4"15 5/8 5 5/8' 5"5/8:...- - - - - - - - - � . ' r/ tit�P,.'' "'• � FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 02017 TILTECO INC. oRAxn er. •• uo.4� � Nautilus Ralungsbuttersyst— 08/24/17 TL rE C INc. DATE TIWT'TESTING h ENGINEERING COMPANY EXPERT SHUTTER, SERVICES INC. p Wa Hw.sem.w u.,.w;vrwra wm.L n vltd 1828 S.W.BaLTYORE STREET 17-244 ?�t4`''•.Qn IIJ �' t1` r•'^•'tws1m,-�a7c.ro.,(ai1k7, PORT St.LUCIE,PL 34684 OMWING 4rA ,.•'`a'�(•1tt e-mat0801�67191.mm auWwc No UU Prlo"e,(mo 74c�o6e• eTl-os» WALTER A TIWT h.P.E. °'� 1°"�' °O0•^'� •"� If1%if���•,I•� /QA1E FtOR MA Uc.144167 m u-m, n SN[tT 16 W M MAX.ANCHOR'S SPACING SCHEDULEVb FOR A GIVEN SHUTTER MOUNTING TYPE,W15/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE T WALL MOUNT SLAT SPAN RANGE IrA W-4't > 4'-5't > 5*-6't > 6'-7't > 7'-9't > 9*-12't > 12'-I6't > 16'-20't 30.0 8. 8. 8. a. 71/2- 51/2- >31-40 8. 8. a. 6. 4' >41-60 a. a. 6- 4' 3 3/4- > 8. a' a. B. 7- 41/2- 3 3/4- - t mm. a. El. SLAT MAX. SLAT SPAN FOR A >01-105 8. B. 6 1/2' 5- 3 3/4' 3 3/4" 1 - 1--SPAN---yGIVENA.S.D. DESIGN LOAD >106-120 5 1/2- 4 1/2' 3 3/4' - - SHALL NEVER EXCEED MAX. 6- 4 1/2* 4 3 3/4* - SLAT PERFORMANCE CHART >121-140 7 1/2, [=: SLAT SPAN INDICATED ON >141-160 1). 6. 5' 4. 4 014 SHEET 15, -SLAT SPAN DEFINITION TRAPPED MOUNT mvm" A= SLAT SPAN RANGE DES PAIM 01-e t > 4*-5V t > 5*-61 t > 61-71 t > 7'-9't > 9'-12*t > 12'-16't > 16*-20't RAM(P*f) s 30.0 6. 6- 6- -6- 6. 6' S. 5 1/2- >31-40 6- 6. B. 6. 0. 6- 5 1/2' 4 1/2* >41-60 r. 5. 6. 6. 6. 5 1/2- 4-. 6" 4- :,61-60 12 66' 6. 42' 4- - > - 5 66. 3 3/4' 1 106-12 6' 6. 5. 4'; 3 3/4' - 5 3/4' 4- >141-160 6- 6' S. 3 374. 3 3/4* BUILD-OUT MOUNT MAX*M A= SLAT SPAN RANGE DERM 0'-4t > 4'-V t I > W-W t > 6*-7,t >7'-9't 9*-12't 12'-16't > 16'-20't RAM sma"po) OE @ (E) E (E� (E) (EY- E OE (F-Y _rFY- E (p I OE OE (g) nE - - _, (o n :c 30.0 6' 6" 6- 6' 6. 6. 6- 6. r. 6. 6. 6. 6- 6- 6- 6' 6- -51/2' 5 1/2-14 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- 61 6- 6- 6. K6- 6' 6- 4' 4' 3 3/4" 3 3/4' 3 3/4" 3 3/4' - - - >e1-6o 6. 6. r. 6. 5. 5. , - 6. B. 6. 6- 5 1/2- 6- 5- 4- 3 3/4' 3 3/4' - 3 3/4" 3 3/4' >81-105 6' 1 6' 1 6' 1 6^ v 6' 6- 6* 5 3/4' 4 1/2' 4 1/2' 3 3/4'3 3/4� 3 3/4- 3 3/4- 3 314" 3 3/4' - - - >108-120 6. 6. 6" 6" 5 1/2' 5 + 1/2" 4 1/2'1 4 1 1 3/4"1_5 3/ /2' 3 3/4 3 3/4"13 3/4" 3 3/4"l 4 J-j-3/4 4 1/2 14 1/2- - - 4' 3/4 3 3/4 3 3/4- 3,21/4" >t21-t40 6 6" 1 6" 1 5 W41-1160 6* 1 6* 1 5' 14 1/2'14 1/2'13 3/4 1 4' 1 - 13 3.. - .ell FLORIDA BUILDING CODE(Non High Velocity Hurricane Zma) 4416 7 02017 TmTcco ENQ • OWN at - Nautilus h W RoMg5hvff&r$WVAN am O%M/17 Djt 11LIEC 0 INC. TESTING&INGINCERING COMPANY EXPERT 1620 SHUTTER00MORE SERVICES INC. S.W. SERVICES PORT ST.LUVE.FL 342" 17-244 L Elks M-00067$9 MnA A. P-C-=H FLOFWA Uri 44-1spiE. SHM 17 or 26 MAX.ANCHOR'S SPACING SCHEDULE Vb FOR GIVEN PRODUCT MOUNTING TYPE W/5/16"OJ TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT UML ASD. SLAT SPAN RANGE OEM PRIESMRAIM 0'-4't > e-5't > 5'-6't > 6'-7't > 7'-9't > Q'-12't > 12'-16't > 16'-20't RANGE(Rai-) S 30.0 8` 8' 8" 8" 8' B. 4 1/2 >3t-40 8' e` 8` 8" S. 7" 4 1/2- >41-60 8" a. 8' 8' 8° 4 1/2" >6t-eo e" e' 7 t 2 7• 5 1/2' - - SLAT GIVt SLAT SPAN FOR A >et-toB 8" e" 7 t/2' 5" 4" - - - t—gPpN—I EN A.S.D. DESIGN PRESSURE RATING SHALL >1106-1ed 8` 1 7 1/2` 6" 1 4" 1 - - - [o] NMR EXCEED MAX. SLAT >121-140 8' 6' S' - - - - - SPAN INDICATED ON SLAT PERFO>141-160 7" 5' 4' - - - - - SHEET 15. CHART ON SLAT SPAN DEFINITION TRAPPED MOUNT DEMSLAT SPAN RANGE P ATIN711I 0'-4't > 4'-5't > 5'-6't > B'-7't > 7'-9't >-9'-12't > 12'-16't > W-20't RANGE ftmf.) s 30.0 6" 6' 6` 6" B. 6" 6' - >31-40 6, 6" 6' 6" 6" 6' 4 1/2' - >4t-60 6" 6" 6" 6' 6' 4 1/2" - - >61-80 6" 6" 6' 6• 5" 4 1/2" - - >81-105 6" B' 6" 4 1/2' 4 1/2' - - - >toe-ted 6" s' S 1/2" 4' 4 1/2` - - - >121-140 r. -4 1/2" 3 3/4' - - - >141-160 BUILD-OUT MOUNT D. SLAT SPAN RANGE PRDESMESSURE 0'-4't > 4'-V t > 5'-6't > 6'-7't > 7'-9't > 9'-12't > .12'-1 B'1 > 16'-20't Mtn((ppa f) E E E E E E E E E E E E E E E s 30.0 8' fi" B' 6' 6' 6' 6" 6' 6" 6" 6" 6" 6" 8" 6' 6' 5 t/2" 4" - >31-40 6" 6' 6' 6' 6" 6' 8' 6" 6" fi" 6" 6' 6" 6` 6" 5 1/2" S' 4° - 4" - - - - >N-60 6' 6" 6' 6' 6" 6" 5 1/2' 5 1/2' 6' 6" 6' 6" 6' 5 1/2' 4 1/2 - - - - 3 3/4' - - - >6t-eo 6° e V 6" 6" 5 1/2 5 1/2'1_112: 4 1/2 5' 5" 4" 4" 4" - - - - - 3 3/4" - - - - >61-toy 6' 6` 6' 6" 6" 5 1/2 5 1/2' 5 1/2' 4 1/2 3 3/4" 3 3/4° - - - - - - - - - - - - - >to6-t2o 6" 6" 6' S 1/2"15 1/2"14 1/2 42' 3 3/41 - - - - - - - - - - - - - >t21-t40 8` 6" 5 1/2 4" 4" - 3 3 4' 3 3 4' - - - - - - - - - - - - - - - - >141-t6o 5" 5' 1 4' - - - - - - - - - - - - - - - - - - - ,11��•. '••.,`�J'••, FLORIQA BUILDING CODE (Non Righ Velocity ELunic°ne Zolto) A10. F' °2°" ""°w° Nautilus z.. * 44167 RoMngShutferSgabm 06/94/17 EXPERT SHUTTER SERVICES INC. CATC TILLIT TESTING&ENGINEERING COMPANY • .. J�' nue"r.xu.+,.,M•.eA we a a•rgIN9,n.3elu 1628 S,W,8N.t1/0RE STREET 17-244 � Q" \ 7ran.:(i001nt1-:nn.In:(70e]ell-�>11 PORT ST.LWE,FL 34984 �c;`(f•••.. RIDP,..' 44 \t .-mai,tataca0ao— 09AWM N. 1 PHONE:(8(q)719-90ea,fAx:P79)871-0990 S •• 11 WUTER�A 0L0t617�1Jr.PX- oova un ur =�..�• ••5•• >aJ5/0DATE FLOMOA lex.'1 44167 + SHEET 18 OrM 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 BUILD114GS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) ASLAT SPAN RANGE A.S.D.DESIGN S.D PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (pSf) Vx Vy Vx Vy Vx Vy Vx I Vy Vx I 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 1 290 150 1 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 1 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 — — >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 — — — — >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — — — — >141-160 781 320 1186 400 1322 480 1873 560 1740 640 — — — — — — SLAT t--SPAN---' Cc 3 SLAT SPAN DEFINITION IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOROR PERIAIT 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 Vx&Vy VALUES. Vy SIDE RAIL_�'""'I Vx _I_1.I Vy :'sr, 4.••`��)I s4�•ti'1.��� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane) ` 1 N0,44167 02017 TIVECO INt_ Nautilus DOWN W. _* - i� IL E C O.N WRamg3buttarsk5fam Ca/24/17 �• sF.,71RI1J' TILUT TESTING 8 ENGINEEAING COMPANY EXPERT SHUTTER SERVICES INC. R \arse Kr,w p„pa am r�cw w Aas n»:eE 1626 S.W.BILTUGRE STREET • 1 \\ c a..,pm)e1r-%1a.r. :Sxiewn-re11 17-244 a ZONAL'?*• �t\1 a-mORr OTtscoa9ai,rom PORT ST.LUM,FL'34964 ORAMwa N0 ill EB-0006719 amu:(600)749-9000,VAX,(772)871-0990 WALTER A nL Jr.P.E, ""'• �••°e• e a atmnai na P.E. SEAL/SIG'rhflCTU DATE FOR.V,.'j'4187 a0 r.4ar n o SRELT 19 Oi 28 r e SLAT PERFORMANCE CHART 51 & IQl:(ONLY VALID FOR 11'2"SLIP) SLAT PERFORMANCE CHART 11b 1 & IIQ I:(ONLY VALID FOR 114'SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A G1YEN WOOD GRADE.A S.p.DESIGN LOAD iD s 0 SLAT SLIP 118'AND FORA GIVEN MAXIMUM A.S.G.DESIGN PRESSURE RATING(p*()AND SHUTTER MOUNT CONDITION FOR FORA GIVEN MAXIMUM A.S.D,DESIGN PRESSURE RATING(P,AQ AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR.WDOp FRAME$WALLS W1 2x4"STUDS INSTALLILTIONS WO STORM OARS PER DETAIL2 BELOW INSTALLATIONS WIG STORM BARS PER DETAL2 BELOW AS PER L MITATICINS ON DETAIL 1 CHART IbI �'�i/ CHART IC1 CHART Ilbl u, T CHART TIC 1 xac aLnrmu Faga€E Ato tE wM ASA tD 0 ttw wrc USE W UM Vit£DOM FMM MD NSIAW ASA WD LGE W101aM WN BID PWK AIC N011ttt£AS4 LNG itOVMNi MAIL SLAT S+AN 1 TO OIAS�)+E;AIiOD m 51 6'97APCt')NXl�CHflR UK SLAT 115E tD,10 yAyy IMUM POSIM '0' 6116"OTAPCONXLANCHOR USE MA1�11A POSITIVE A.W. E aESFM �l (' ''C(t) •.( BAEIf OF SUV SPAN N)SP�T tW0 YALE €€uL W/O STORM BARS MAX.SLAT SPAN "L)LN.' RcOURfD UK SEPARATION m WXWqW Mft SLAT SPAN "LTM. rim uX>uN€ r w111D zr —20NE RLLL€FirD IaN,SZ;PARJtiIOH m Ment € ! ; 1.1 t ummAaa fcvt Wit) 111ua o0T n) EIESIIRED m BACIt aF stAT(m) as 'Lulu("(H) Ut) tI6TKXED m ae€c of Sw Com) r:WOOD G=0.55) 60. 4'-5" V-5• P LOW Wl €€%wl aaan our WIND,ZONES Aw0 za+a W/o SMIS Ram w/ w W/ 'ofb'"'€ AwaaDNDs RYA ZONE DOUGLAS-RR-SOUTH(G-0.46) 60 V-6' 4'-5` 0`-0' T• S i/2' �") MMA €oa wrtsa 1-3 4 xaeaa Monne " t-1 .4 RUCE -FIR-SR{G=036 60 4'-5' 4'-s' 304• 10'-0• 10'=0' 10'-0" V-f' 1" 8 1 2' 30.0• 8'-3' B'-3' T-Z" 3&0•• 10'-0• 10'-0' 10'-0` T-4' i' "8 € 2' 35.0** V7 7+-g' T-g• T-J' i' 8 i.$, 40.0•• 10'-0' 10'-0' te'-o' 7-5' 1' 8 112' 40.0"• 7--7• 7'-7` T-7- 7'-0" 1• 8 1 $' 45.0• 10"-C' IO'-0 10'-0' 7-2' 1' 8 1/2, 454'•• 7`-4• 7'-4` 7'-4` 8 t 8" Y/7 50.0— 10'-0' f0'-0' 10'-0" T-0' 1' 8 1/2' 50.0»+ 7'-3• 7.-3. T-3- b'-e` €• 6 Ila" 554••• 10"-0' f0'-0' i0'-a' 6'-B' i' 8 1 2' 55.0••• T-3" T-J' T-3' 6'-4' i• 8'iJ$' f 60.0••• 10'-0' 10'-0' 10•-0' 6'-B• 1• .6 1 2' 50.0 4•• 7'-J" 7'-3' V-3• 6'-2" 1' B 1 8' --.'_.--•" SLAT PERFORMANCE CHART M1:' ALIDFOR 118"SLIP) (ONLY VSLAT PERFORMANCE CHART IV:(LESS THAN 118"SLIP) F^�SLAT FOR AGIVEN MAXIMUM INSALLATDESIGN PRESSTO OA RATING MAIL2 BELOW MOUNT CONDITION FOR `•, ,Ir �i �� iNSTALLASIGNSVWO RESS RE ATINGPERR£TA)L28ELOW FOR GIVEN AS.D.DESIGN LOAd(p,sf),SHUTTER MOUNT CONDITION INCLUDING C ANCHOR TYPEAND FOR INSTALLATIONS WO STORM BARS PER DETAIL 2 BELOW CHART IIIb1 vim"'/ Wbi CHART 1H0 5118`OTAPCONXLANCHOR II rl Y # SLAT SPAN DEFINITION 115E Wt1/M VM BEGION P060M NO NOWNEASA LOAD 9-5 U9'Tot 6116'9TAPCONXLANCHOFI NTN,SUT USE LOW V POWK AS,D. USEAND RIEVTNEA5.4.tAID tMA L.010YA1LE t Mv€OtLTA 1'S'/M o SPAN WX.SLAT UN.SLATorpwm CM .` )F MAX.SLAT SPAN 1xhL, REQUIt;ED ML SFPAFP€TpN TO aASS SPAN SPAN s t�xsA m to IWAX ffAitAiSAAt "I.at a(FT) M) i 10 BApC DF SUIT Ott) DESIGN ' • --{,18N,* cr s,c(sN �DESIGN tp2-P€YACCO AND FEE== WAIL SULD-CIVI VAD-OUT No€att W/ W/ a"e-"R W o STORM BARS uwm 1 eRi1 M 1iRD-OUTstoRu O4RS Yn (2)214'ROOD STUDS Mx€sa xotna M6RSd t WNO Z ES "a ZONE (PET) �y• a N N1ND XONE {TITS.EACH SL)t;SS>)n0)t sur Minn A 992 Mons A 1-3 4 DETAIL 1(ELEVATiON) 30.0• 7'-6` T-6' 7--6' V-7' 1• $ i B' 304• 6'-e• 35.0•• 7`-2' 7'-2' 7--2' W-4' i' 35,0•• 1'-3' 40.0» 6'-g• W-9' 6'-9' W-1' 1• B 1 8' 40.0•+. ,V-0' 46.0••• 6"-S' 8'-1` fi'-$' V-11* Y A N07M 8 € $' 0�+'• 5'-10` 0'-0' i" 5" 500••• V-5' 6'-51 61-5' 5•-s' 1" $ € $` 9w 5'-9` i. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS w +» 6'-3' b'-3' 6'-1` 6•-7' 65.0«+ 5'-7' ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 60.0••• 6'-1• 6'-1' $'-t" 5'-5' 1• e 1 ' 50.0«* 5--5- IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. Y17 MAXIMUM A:S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t:WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH •VALID FOR DOUdNS-FU2-90UTH(0-446) SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF "- kRN RN=�2{t�Qss) THE FLORIDA BUILDING CODE, MINIMUM LENGTH OF WALL AT EITHER SPRUCE RIENE#2(l .55) ) SIDE OF OPENING SHALL BE 33". f VN1D FCR S00 RIERN FIN 12F(�55) ,�'• rlaT CPAN.bEFtNtttDN ^•VALID FCR SOURtXI PI `)• to-t 3/4' FFLORIDA BUILDING CODE(Non High Velocity Hurricone zone) - WALL MOLDINR a G`F0.4 9D2a- of ••• G'-uu(.�PDlaucywanX ) " INSTALLATION INTO WOOD FRAME STRUCTURES ; '' € 02017 rnTEca INC. ,' •#o.44167 INa-udius XLQ ,17 t��- --: It» E C O INC. rw„�t sl<aner �� S( jI 0E, PIC\ TILUT TESTING a ENGINEERING CGMPANY EXPERT SHUTTER SERVICES INC. PLWOOD AND '' 1t t'�t /•�" \ 1626 S.W.BILTMORE STREET til \ 5u5 H•.ilu._,E{.sV.y�,VRtlMA R U,N Y17 (2}2'a6'WOW SILOS 0 i•••,.'�C•\\ PORI SF.LUCE,F4 31964 17^244 (IIP.FAGI SILT,BEYOND)t R , 1\t W-000067 g.som P"m(1500)T.o-9059,FAT: —eiI-wY0 •` oRAwwa Na DETAIL 2 ELEVATION'/+r -<''�+t--- WALTER A TILUT e..PT- ,.m•. „o .� P,E.SEiU lSIGN�9L€ElOATE FLORIDA U•.1 11167 a•.se I n n sum 20 OF 26 9 A i MAX ANCHOR'S SPACING SCHEDULE V1 FOR A GIVEN SHUTTER MOUNTING TYPE,WOOD_GRADE,A.S.D. DESIGN LOAD(psl7 AND SLAT SPAN RANEE WALL MOUNT&BUILD-OUT MOUNT TO 2"X4"WOOD STUD WALL MOUNT TO 2"x6'WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) mSLAT SPAR R41GE TUOfAAI SLAT SPAN RANGE WOOD GRADE PFSMM WOOD GRADEplamsm KVNQ E tl m 7e:1 K b 5 E >5 m C >G m 7 >y m 9'>e m 10' RAT1110 RANGEtP B-o'm 4-6'" s 30.0 6" s 30.0 6" 6" 6" 8" 6" 6" SOUTHERN PINE #2 40 6" SOUTHERN PINE #2 artK6, s" 6" 6" s" 4 3/4" (G=0.55) 50 6" (G=0.55) 50 6" 6" 6" 4 3/4" 3 1/260 6" 60 6" 5_3 4" 5 1 4" 3 3 4" 3`DOUGLAS—FIR—SOUTH s 30.0 6" DOUGLAS—FlR—SOUTH s 30.0 6" 6' 6" s" 6"(G=0.46) 40 6" (G=0.46 40 6" 6" 5 1/4` 5 1/4" 4 1/4" SPRUCE PINE-FlR-SOUTH 30.0 6" SPRUCE PINE-FlR-SOUTH s 30.0 6- 6" 6" 6" 5 1/4- (G=0.36) G=0.36 BUILD-OUT MOUNT TO 2"A"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) MAM" SLAT SPAN RANGE WOOD GRADE %WI >4'-15 >5-• >64 >7-9 ` >9'-10'" 00) wase w won r 6 =ATwowr w =TAwurrt w wuw w mom r wucr w wart wpe,wart w woof w E 5 30.0 6" 6. .6` 6" 6" 6" 6" 6" 6` 6" 6" SOUTHERN PINE #2 40 s" 5` 6" 6" 6` 6" 6" s" 6' s' 5 1/4" 5 1/4" (G=0.55) 50 6" 6" 6" 6" 6" B. 6" 6` 5 1/4" 5 1/4" 4" 4" 80 b" B" 6" 6" 6" 6" 5 3/4" 5 3/4" 4" 4" 3" 3" DOUGLAS—TTR—SOUTH s 30.0 6" 6" 6" 6" 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"!6/ 12" 4 1/2" 4 1/2"SPRUCE PINE—FIR—SOUTH s 30.0 6" 6" s" s' s" " 5' G=0.36 * Q'�. VCs(r' FLORIDA BUILDING CODE (Non High Velocity Hurrfceno Zone) MAX. SPAN FOR SLAT FORA �� GIVEN A.S.D. DESIGN LOAD i� NO.44167 E 02017 TnTEco INC. • SHALL NEVER EXCEED MAX. .Nautilus SLAT SPAN INDICATED ON * * c—. '''�� RoRlugSduHerSysi m oe/24/17 SLAT PERFORMANCE CHARTS STA 11L E C �Nc. DAN ON 20 SHEET. =fid'—��v- 1� TLLfT T[ST1Ne h[Ne1NEEAINe COMPANY EXPERT SHUTTER SERVICES INC. �' pip 11 alis"t xu.u..u..ws,vAcwA Dann.+,rt uru 1626 S.W.67LTNORE STREET 17-244 iF ON.'::P. \ 111 a"w tws>aa®�oaot �a�Tn-rssr naru mo07�-Lo�.erE•rIL uX(772)6en-osoo DPAWMwo /�L � Ijl WALTER A.T1LLrr 4'P.E. '�'. �" — -- .— .. P.E. S�EAl"JSiGTIATURE/QATE ROIeOA lic.1 44167 W, SNRT 21 Of 26 TABLE 1 MAX.ALLOWABLE STORM BAR SPAN (ft)FOR GIVEN A.S.D. DESIGN LOAD(p.s.f.), &A GIVEN STORM BAR SPACING (ft)** �rrp�' STORM BAR SPACING (Fr) PREMRE RATING 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6,667' B . 30.0 11'-0" 11'-0" 11'-0" Ill-011 l i'-0" 1'1'-0° 11'-0" 11'-0" 11'-0" W-011- THIS REGION IS ONLY VAUD FOR INSTALLATIONS 35.0 11'-0" ill-0.1 1 1'-0" 11'-0" 11.-0.1 11'-0" 11-1-01, 11'-0" 11'-0" 11'-0" W/ 1 OR MORE STORM BARS PER SHUTTER. 40.0 11'-0" 11'-0" 11'-0" 11'-0" 111-011i1'-o" i 1'-o" 0 1-0" 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" 11 � " w THIS REGION IS ONLY VALID FOR INSTALLATIONS 50.0 11'-0, 1' 11 -0' 1 1'-0" 11 -0 1 -0" 11 -0' t 1'-0" 11'-0" 11'-0" 11 -0 55.0 11''-0" 11'-0" 11'-0" 11'-0" 11'-0" 1l'-0" 11'-0" 11'-0" 11'-0" 11'-0" w W/ 2 OR MORE STORM BARS PER SHUTTER. 60.0 11'-0" 11'-0" 11'-0" 1 1'-0" 11'-0" 11"-O." 11'-0" i l'-0" 11'-0" w - 65.0 1 l'-0" 11'-0" 1 1'-0" 11'-0" 11'-.0" ill-01, 11'-0" 11'-0" 11'-0" • - 70.0 11'-0" 11'-0" 11'-0" 11'-0" 1l'-0" 11'-0" 11'-0" 11'-0" * 11'-0" w - 75.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" w - - 80.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 10'-10" w - - 85.0 11'-0" 11'-0" 11'-0" Ill-01. i1'-0" 11'-0" 11'-0" - 90.0 1 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - - 95.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" - - - - 100.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - - - 105.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - I - - - - 110.0 11'-0" 11'-0" 11'-0" 11'-0" 10'-1.0" - - - - - 115.0 11'-0" 11'-0" 11'-0" 11'-0" - - - - - 120.0 11'--0" 11'-0" 11'-0" 11'-0" - - - - - - 125.0 1l'-0" 11'-0" 11'-0" 10'-10" - - - - - - 130.0 11'-O" 11'-0" 11'-0" - - - - - - - 135.0 11'-0" 11'-0" 11'-0" - - - - - - 140.0 11'-0" 11'-0" 11'-0" - - - - - - 145.0 11'-0" 1 11'-0" 10'-11" - - - - - - - 150.0 11'-0" ill-01, - - - - - - - 155.0 ill-01. 11'-0" - - - - - - - - 160.0 11'-0" - �A.711(jr:. w* MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN �` ' � '% FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. ; i 02017 rLTECO INC. ORAWN ft No.4416� NautilusLCL * Ao1UngSbutferS)afem 08/24/(7 TL E C-0i me. WDATE %10% 71LLIT TESTING*ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. ' -n'�'�{{� .'� `� nu"..aea.s. 'lt 3m wooraa e,�x"s,n sin. 1628 S.W.HILTUORE SWEEP 1 7-244 � V t11111�V 1 vw»a l»�lor,-,6w.ra,t+o�7e�I-�53I PORT Sri IUCIE.Fl..34984 T e-mwT:LTtttoeed.com DRIVING No •••• EB-(1006719 PHONFt(6W)749-9066.FIX:(772)671-0996 Y&TER A TILL Jr.P.E. �'• " °'a re paa.m. r a P.E. drJ, MijuRE DATE =OA oc./µI67 un Iso1 /"n . sxtn 22-2a c TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S-S(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(P.H.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) Af40f4�1Y STORM.BAR SPACING"a"(FT) ASMA STORM BAR SPACING"or(FT) We FIRM 2' 2.667' 3' 3.5' 4' 4.6' 5' 5.5' 6' 6.667' um 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 8' 6.667' 30.0 8C0 BCD BCO BC.D ABCD BCD BCD BCD BCD BCD 30.0 BCD, BCD BCD BCD %BCD ARCD BCD BC. BC BC 3&0 8C0 A.BCD B.C.D A,BCD 8C.0 BC.D B.00 ARCD BCD A,BCD 38.0 BCD BCD ARCD OCD 8CD BC ABC BC 8 A 40A 8CD BCD B.CD BCD BCD BCD BCD BCD BCD BCO 40.0 BCD BCD BCD BCD 6C BC A.BC A A A 4&0 8CD BC,O -A.BCD BCD BCD BCD BCD BCD A.BCO BC 454 BCD BCD BCD ABC BC BO A A A A 50.0 A.B.0 D A.B.0 D A,B.0 D A.B.C.D A.B C D A.B.C.0 A.B C.D kB C.0 A.B C D AM,C 50.0 8CD &BAD BCD &BIC A,8,C A A A A A 5" B.0 D A.B C D A.B.G D AB C D AB C,0 A,B C.D A.8 C.D A,B,C.D A.B.C. A181C 55.0 B C.p 8CD B C ABC A A A A A A 60.0 BC.D BCD BCD BCD A,BC0 BCO A.BCD ABC. AB.0 C 60.0 A.B.CD A.BC A.BC A.B A A A A A A 66.0 - BCD BCD BCD kBCD BEO B,C.D BC A.BC BC B 55.0 AB.C,D A.BC ABC A A A A A A A 70A A.BCD BCD BCD BCD BCp 8C BC A.BC AB A 70.0 AB,C,D A.BC B A A A A A A - 7&0 BCO BCD BCD BCD BCD BC BC AB A A 75.0 B,CO BC A A A A A A - 80A BCD B C O A.B C D A:B C.D ABC A,B'C B,C A A A 6010 ABC B A A A A A 83A BCD BCO BCD "BCD BC ABC B A A A 66.0 B,C A A A A A A 90.0 BCD BC.O BCD - BC BC BC A A A A 90,0 pBC A A A A A 9&O .A.B C,D A,B C.D A,B,C,D A.B•C AB,C A,$ A A A A 05A A.B.0 A A A A A 100.0 &B,C.D A.B C,D ABC 0 A9.0 B:C A A A A A 100.0 ABC A A A A 105.0 -BCD BC,O A,BC A.BC B A A 'A A A 10.5.0 AB A A A A 110.0 BCO BCD ABC A,B,C A A A A A A 110.0 A A A A 116,0 A.BCD BCD ABC A.BC A A A A A A 11&0 A AJA A 120,0 B C,D ABC ABC A,B A A A A A A 120.0 A A A 125.0 BCD ABC A,BC A A A A A A 12&0 A A130.0 BCO BC BC A A A A A A A 130.0 A A13&0 B,C.13 B C A.B.0 A A A A A A - 135.0 A A -140.0 B C.0 B C AB A A A A A A - 140.0 A A145.0 &B C D B.0 A.8 A A A A A A - 145.0 A A -150A BCO BC A A A A A A - - 150.0 .A A 165.0 B.0 B A A A A A A - - AA - - - - - - 160.0 A 8 C A B A A A A A - - - 160.0 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 (Pc = 3000 psi) B 3/8"oxt 1/4' POWERS CALK-IN ANCHORS W/ 1 1/4' Min. EMBEDMENT*TO POURED CONCRETE (f'c = 3000 psi) & 3/8'0-16 MACHINE SCREWS C 1/4`ox3/4" ALL POINTS SOLID-SET ,', " A T/ ANCHORS W/ 7/8' Min. EMBEDMENT*TO POURED CONCRETE (Pc 3000 psi) & +44 •`'U��''•., 1/4"0-20, 18-8 STAINLESS STEEL MACHINE ++ s FLORIDA BUILDING CODE(Non High Velocity Hurricane Zomy, SCREWS w tj�)161 s 02017 TILTECO INC. • CRAWN fie D 5/16"o fTW/BUILDER TAPCON ANCHORS W/ .fl; au�llus L� 2 1/4' Min. EMBEDMENT*TO POURED IL E C O INO. Ro1Lng ShottorSyatem (®/24/17 CONCRETE (f'c 2699 psi) - Q �+ EXPERT SHUTTER SERVICES INC. ��` TILLIT T[571N0 h[NGINEERNNO COMPANY .•'� 11 psis wr,va. n..xn,vnow ymoq n aRee 1fi28 S.W.91LTMORE 5TREEF 17-244. 1 no",fsm"jsn-Nan.1 ,fefbJM.ft, / •• '\ 11 _ PORT ST.WCIL FL 34984 * EMBEDMENT IS BEYOND ANY FLOOR / CEILING FINISH �.�NAL E�6 IfI1 a na®-aoo6719LCeT tem)7.9-9ma,rA9 n2)en-o99c Ne a' wt 1,1111 WALTER A TILLIT".P.E. �•" a -.1 mono. ran P.E. SEAL S(fi E/DATE ftOmm Uc./14167 m,Fan 4n> . SH[L7 23(K 2e s SCHEDULE 1a SCHEDULE 2a FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S:D.DESIGN PRESSURE RATING(p.s.f.),& A MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& A MAX.MULLION SPACING(FT)" SPACING(ft)' MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN to MAX. 111E " A". mkv" ©4"x8"xl/4"MULLION G4"AITx114MULLION G4x7k114THICK(3FLANGE)MULLION MILD ©4-x8'xlW MULLION G4-x8-x1/4'MULLION G414UP> u SPADWRUM 6PAd0 FLANGE)� � R�ATG7.0) (ft) ORIENTATION J11 ORIENTATION 02 0T ORIENTATION 1 ORIENTATION/2 ORIENTATION 1 INDENTATION 42 Q (P-O-) (� ORIENTATION/1 ORIENTATION 2(Q ORIENTATION 1 ORIENTATION 2 ORIENTATION#2 Q) ENO INTERIOR END INTERIOR END INTERIOR END INTERIOR ENO END INTERIOR END INTERIOR END INTERIOR ENO INiERICR END. INTERIOR END INTERIOR 300 20'-0' 7,-110, e'-8' 7-3' '12'-0- 8'-4- IW-'I- 8'-0' 12'-8' 9'-8' 7'-6- 12'-W 30.0 20'-0' 7'-10' 9'-B' 7'-3' t2'-0' 91-1 10-7 8'-0` 12'-8' 7'-8 12'-S' 36.0 20'-0' T-t' 9'-3' '6'-9' it'-6• 8•-8' 10'-0' 7'-7' 12'-8' 8'-11' 6'-it' 12'-6' 36.0 20'-0' 7'-4' 9'-3' 6'-9' 11'-5' 6'-6• 101-01 7'-7' tY-8' 8'-11' 12'-B' 40.0 20'-0' 6'-10' 8'-10' 6'-4' 110-11 B'-1' 9'-7' 7'-3' 12'-8' 8'-5' 6'-6' 12'-8' 40.0 20'-0' B'-10' 8'-10' 6'-4' 10'-i1' B'-1' 9'-7" 7'-3' 12'-6• 8'-6' 12'-6' 40.0 20'-0' 6'-8' 8'-8' 6'-6' 10'-6' 7'-8' 0'-3' V-1I' 12'-8' 7'-1111' B'-2' 12'-8' 46.0 20'-0' 6'-8' 8'-6' B'-B' 10'-8' 7'-8' 9'-S' 5'-11' 12'-6• 6'-2' 12'-6' BOA 20'-0' 6'-2' 8'-2" 'B'-0' 8'-11' T-4' 8'-11' B'-7• 12'-6' 7'-4' 5'-11' 12'-8' 50.0 20'-0' 8'-2' 1'-2' 6.-0' 10'-2' 7'-4• 8'-11' 6'-3' 12'-61 5'-11' 12'-6' 05.0 20'-0' 5'-11' 7'-11' 5'-9' B'-D' fl'-0' 8'-7' 6'-3' 12'-4' 6'-8' 5'-7' 12'-6' 50.0 20'-0' S'-11' 7'-11' S'-9' 9'-10' 7'-0` B'-T' 4'-10' 12'-4' 5'-7' 12'-6' GOA 19'-5' S'-9' 7'-9' S'-6' B'-B' 6'-4" 8'-6' 6'-2' 12'-0' 6'-4' 5'=6' 12•-6' 60.0 19'-5" 5'-8' 7'-9• 5'-8' 9'-8' 6'-10' B'-6' 4'-B' 12'-0' 5'-6' 12'-6' G0.0 1B'-4' S'-9 7--9' 'S'-4` B'-4' 8'-4' 8'-4' 6'-2 11'--10' 6'-4' S'-6 12'-8' a" 18'-4' 5'-9 7'-9' 5'-4' 9'.-7' 6'-10' B'-5' 4'-B' 11'-10' 5'-6 12'-8' 700 17'-4' S'-9' 7'-8' 5'-4' 8'-2' 6'-S' 8'-2' S'-2' 11'-9• 5'-3' 5'-8 12'-6' 70.0 17'-4' S'-9' 7'-B' S'-4' 9'-6' 8'-f0' 0'-4' 4'-8' it'-9' 5'-8 112'-6' 700 16'-6' 5'-9' 7'-7' -5'-4' 8'-D' 6'-3' 8'-0- 6'-2' 11'-7' 6'-3' S-6 12'-S' 730 16'-8' S'-9' 7--7' 5'-4' 9'-5' 6'-10` 8'-3' 4'-8' 11'-7• 5'-8 12'-5' 60.0 15'-9' S'-9' 7'-7' S'-4' 7'-10' 8'-3' 7'-10' 8'-2' 11'-6' 6'-3' 5'-6 12'-4' 830 Iw-9' S-9' 7'-7' S'-4' 9'-4" 8'-10' .8'-3' 4'-B' 11'-6` 5'-.6 12'-4' 330 I5'-0' S'-9' 7'-7" 5'-4' T-9' B'-3' T-9' a'-2' 11'-5' 8'-3' 5'-6 12'-3 60.0 15'-0' S'-9' 7'-7' 5'-4' 9'-3' 6'-10' B'-2' 4'-8' 11'-6' 5'-6 12'-3 90.0 L4'-2' 5'-10' 7'-7• 5'-5' T-9' 8'-4' T-9' 8'-S' 11'-5' 6'-4' 8'-7 12'-3 90.0 14'-2' 5'-110' 7'-7' 5'-5' 9'-1' B'-N' W-31 4'-10' 11'-5' 5'-7 12'-3 95.0 11'-S' 5'-10' 7-7' S'-6' 7'-9 8-5 7-9 6'-4' W-5' 6'-5' 5'-8 12'-3 95.0 13'-5' S'-10' 7-7 5'-8• 9'-S` 6'-11' 8'-3' 4'-11' 11'-5' 5'-8 12'-3 1000 12'-9' 5-11' 7'-7' S'-7' 7'-9` e'-6' 7'-8' 6'-4' 11'-5' 6'-6' 5-9 12'-3 100.0 12'-9' 5'-11' 7'-7' 5'-7' 9'-3' 7'-0' 8'-2' 5'-0' 11'-5' 5'-9 12'-3 1060 12'-2' 6'-0' P7--7 S'-7' 7'-8' 6'-7' 7'-9' 6'-S" it'-5' 6'-7' S'-9 127-3 1030 12'-2' 6'-0' T-T 5'-7' 9'-3' T-I' 8'-2' 5'-1' 11'-5' 5'-9 12'-3 110A 11'-7' 9'-0' 5'-8' 7'-9` C-8' 7'-9' 6'-6' 11'-5' 6'-B' S'-10' 12'-3 110.0 11'-7' 6'-0' 7'-7' 1'-8' 9'-3' 7'-2• 8'-3' 5'-3' 11'-5' 5'-10' 12'-3 1100 11'-1' B'-1• S-9' 7'-9' B'-9' 7'-9' 6'-7' 111-51 6'-9' S'-11' 12'-0 1100 it'-1' 6'-1' 7'-7' S'-8' 9'-3' 7'-2' 8'-3' S'-4' 11'-5' 5'-11' 12'-3 120,0 10`-8' 6'-1' S'-9' T-9' 8'-10' 7'-9' 6'-7' 11'-S' �6'-10' 6'-0' 12'-3 120A f0'-e' 6'-1' T-6' S'-9' 9'-S' T-3' 8'-2' S'-5' 11'-5' 8'-0' 12'-0 1230 10'-2' e'-2' 5'-10' T-110' T-0' 7'-10' 8'-9• 11'-5' 7'-0' 8'-1" 12'-3 1260 10'-2' B'-2' 7'-T 5'-10' 9'-3' T-4' B'-S" 6'-9' 11'-5' 8'-I' 12'-J 1300 B'-10' 5'-10' T-9' T-0 T-9 6'-9' 111-5' 7'-0" 6-1 12'-3 13D.0 9'-10- 6'-3' 7'-7' 5'-110' 9-3' ' 8'-2' 6'-9' 11'-5' 8'-1' 12'-J 1330 9'-5' 6'-4' S-11' 7'-f0' 7'-2' 7-10 6'-10' 11'-5" 7'-2' 6'-2' 12'-3 1380 9'-5' 8'-4' 7'-7 5'-11' 9'-1' 7'-5 B-J 8'-10' 11'-5' 8'-1400 9'-1' 6'-4' 6'-0' T-10' T-3' T-10' 6'-It' 11'-5' T-J' 6'-1' 12'-J 140.0 9'-1' 8'-4' T-T 6'-0` ' ' T-8' ' ' 8'-11' 11'-5' 6--3' 12'-3 6'-5' 6'-0' T-8' 7-4' T-9 B'-11' 11'-5' 7-4' 6'-3' 12'-3 140-0 8'-10' 8-5` T-8' 6'-0' B'-3' 7"-6' 1'-2` 8'-1 1' t 1'-S' 6'-3' 12'-3 1600 8•-B' 6'-8• 7'-7' 1 6'-1' 7'-8' 7'-5' 7'-9' 7'-0' 11'-5' 7'-5' 8'-4- 12'-3 150.0 1'-8' fl'-8' 7'-7' B'-i' 9'-3' 7'-7' 8'-2' 7'-0' 11'-5' 8'-4' 12'-3 8'-2 7'-B' 7'-6' 1 7'-9' 1 7-1• 11'-5' 7'-6' 6'-5' 12'-3 15&0 0'-3' B'-8' 1'-7' 6'-2' 9'-3' 7'-8' 8'-2' 7'-I' 11'-S' 6'-S' 12'-3 1000 6'-T T-6' 6'-2' 7'-9' 7'-7' T-9' 7'-2' 11'-5' 1.3 fi'-6' 1 '-3 160.0 8'-0' 8'-T T-6" 6'-2• 9'-3' T-9' 8'-2' T-2' 11'-S' B'-8' 12'-3 'MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. END MULLION x t '- IXERA. ... . i I INTERIOR IF - MULLION 1111111 I I 411 '•,�CF/`I••.'i�``. 44 ✓ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) •�• 'S• ; 02017 nLTEco oTc Nautilus ` .0 ft t 70 1 MULLION SPACING:"S^ ` -r ; 4 ROf!ing ShnHerS�stR7n O8/24/17 EXPERT SHUTTER SERVICES INC. CA71 (S •, _(/p� '•Q 44 T,LLT T[S11N0 h[NOINE[RINO CaIIPA, 11 aw ar.4444 a.a.,xs,wceu wrct,s,n wea 1626 S,W.BILTUORE STREET i -2x14 �i yA 1• 111 ' .-IL 16�It..0.*Lcomb11-'v� PORT ST.LUCIE,FL 34984 L E�6N 1 ORAWwO W E/IIIT1 EB-OOOfi719 iH0f3r(eooD 7.9-9010,rAIC(AE)071-0090 rff! WALTER A TRU1 OrP.E. 87P.E. SEAL/SIGNATURE/DATE FLORIDA� 1 44 ux. mural snr cra m, ua SHEET 24"26 � a SCHEDULE 1b SCHEDULE 2b FLOOR TO CEILING fTRAPPEDI MOUNTING MAX SPAN 00 FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX.SPAN(Fr)FOR END AND INTERIOR MULLIONS FORA GIVEN AS.D. ASD.DESIGN PRESSURE RATING(D.s.f.).&A 12'•O'MAX.MULLION SPACING(it) DESIGN PRESSURE RATING(P.S.F.)&A IZ-a'MAX.MULLION SPACING(FT)' MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SP (FT) VAS. Asa. MAIM QO 4-x6•xlf4'MULLION G7 4"xB*x1/4"MULLION G2 4INTAM THICK(318'FLANGE)MULLION pESM MAtt•MI ©4"x6"xt/4'MULLION G1 4"x8'x1/4'MULLION G2 4'xl'x114'THICK DESIGN MULLIONPRtssUa IIIJUJON FLANGE)MULLION PRw SPACING; PAYING SPACING ORIENTATION It f4t ORIENTATION 02 ORIENTATION 11 JEJJ ORIENTATION 12. ORIENTATION#I ORIENTATION 12( (per•) ORIENTATION fl ORIENTATION 02(Q)t ORIENTATION 01 f4t ORIENTATION#2(Q)t ORIENTATION/2 ) END INTERIOR ENO INTERIOR END INTERIOR END INTERIOR END END INTERIOR END INTERIOR END INTERIOR ENO INTERIOR END INTERIOR 00 INTERIOR U12 I V-0' 11'-7' I1-6' 9'-9' 12'-6' 12'-8' 12-6' 10-7' 12'-6' fV-6' 11•-3• IV-6' 30.0 12-0' 9-9 11-8' 9'-9 12'-8' 12'-6' 12'-B' 10-T IZ'-6' 11'-0' 12-6' 12'-0• f0'-T 10'-11' 9'-2' 12'-6' 1Y-6' 11'-I1• 10'-0' tY-6' 12'-8' IO•-' 12'-6' 3&0 12'-0` V-2• 10'-11• 9'-Y 12'-6• 12'-8• I1'-f•' 10'-0' IV-6' 10'-4' 12'-8- lV-0' 9-10' 10'-6' V-9' 12'-8' il'-8' 11'-4' D'-8' 12•-8' f1'-10' V-7' 12•-6' 40.0 12'-O' 8'-9' 10'-6' 6•-9' 12'-a• 11'-8' 11'-4' B-6'- 12'-6' 9'-7' 12'-6` 12'-0' 9'-3' t0'-1' 8'-4' 12'-5• -10'-I1' f0'-t1' 9'-1' 12'-6' 11-2' D'-0' 12'-8' 4&0 IV-0• 6'-4' 10'-1• a•-4' IV-3' f0'-11' 10'-11' B'-1' tY-8` D'-0' 12'-8' 12'-0' 8-9' 9'-8• &'-1• IV-w 10'-4' 10'-7' B'-9' 1Y-6' 10'-7' 8'-6' 12'-6• 5010 12'-0' 6' ' ' ' a' ' ' ' ' ' ' 8'-9' 12'-8• 8-6• 1Y-8- 12'-0' 8'-4 B'-S' 7'-10' 11'-8• 9'-10• 10'-3' 8'-a• tY-8' 10'-1' B'-1' 12'-6' 5&0 12•-0' 7'-f0' 9'-5' T-10' 11'-8' 9•-10• 10'-3• a'-6' 12'-8' 8'-1' 1M-6- 12'-O' a'-0' 9'-2• 7'-8' 11•-4' 9'-5' 9'-11' 8'-3' IY-8' 11 7'-0' 12'-8'. 110.0 12'-0' 7'-6' 9-2' 7'-6• 11'-4' 9'-S' D'-I1' 11'-3• 12'-a• Y-9' 12'-a' /2'-0' T-8' 8'-11' T-1" 11'-0' 0'-+' 9'-B' 8•-0• 12'-6' 9'-3' 7'-S• 12'-6' 66.0 /2'-0' T-2' 8'-it` T-2' 11'-0' D' '12'-0' T-4' 8'-@' B'-11• 10'-9' 6'-9' "9'-S' T'-10' 12'-a' a'-11' ?-2' 12'-B' 7010 12'-0• 8'-11' 8'-8' 8'-11' 10'-9' 8'-9' 9'^S' T-10' 12'-8' T-2' 12'-6' 12'-0' 7'-1' 8'-6' 8'-8' 10'-B' 8'-5' D'-J' Y-6' +2'-6' 8'-T 6'-11' 12'-6' 7610 12'-0' 6-8' '8'-6 6-8' 10'-6' 8'-5' 9'-3' - 12'-8' 8'-11• 12'-8` 12'-0' 8'-11' B'-4' 6'-S• 10'-3' 8'-2' 9'-0' 7'-S• 12'-6' a'-4' 6'-8• I2'-6' a0A 12'-0' 8'-5' 8'-4` 6'-S' 10'-S• 8'-2' 9'-0• '-12•-O' 8'-6• 8'-2' 6'-3' 9'-9` 7'-11' 8'-10' V-2' 2'-8' 8'-1' 6-812'-8BS.O 12-0 a-3 8-2 6-3 10-1 7-11' 8'-10' 7'-2' 12'-8' 6'-0' 12'12'-0' 6'-8' 8'-0' 6'-1' 9'-1' 7'-8' 8'-8' 7'-0' 12'-S' Y-10' 8'-4' 12'-8' 00.0 12'-0• B'-1' 8'-0' B'-1' 9'-11' 7'-8 B'-8 7'-0• 12'-5' 6-4' 12'-8•12'-0' 8'-4' 7-10' S'-11' B-0 7-S• 8'-6• 6'-f0' 12'-1' 7'-S• 6'-2' 12'-6' D5A 12'-0' S'-11' 7'-10' S'-tt' 0'-8' 7'-8• 6'-6' 6'-10' 12'-1' 6'-2' 12'-8'12'-0' 6'-2' V-3' ' ' ' ' I ` 6' 0' 12' 6• 100.0 12'-0' S'-D' T-e' 3'-B' 9'-T T-4' a'-5' 6'-B• 11'-9' 8'-0' 12'-8-fY-O' 6'-0' T-0' T-8' T-10' 8'-8' T- 6'-8' 11'-6' 6'-8' S'-f0' 12'-4• 1080 12'-0' S•-8' 7,_7• 8•_9• ,^4• T_1• ,_3` 5,-3• 11'-8' S'-1p' lY-4• SCHEDULE 1b' (LIMITED LOAD,MULLION SPACING&SPAN INSTALLATION) SCHEDULE 2b' (LIMITE)LOAD.MULLION SPACING&SPAN INSTALLATIONI FLOOR TOCEILINO(TRAPPED)MOUNTED MAX.SPAN(fl)FOR ENO&INTERIOR MULLIONS FORA WALL MOUNTED MAX.SPAN tfll FOR END&INTERIOR MULLIONS FOR A GIVEN GIMNA 3 D.DESIGN PRESSURE(D.6.L).AND FOR 12'-0"(CASE)&W-W(CASES l9&III MAX.MULLION 105 D.DESIGN PRESSURE RATING(0.s.f SPA FOR 12'-0'(CASE I1&8'0"(CASE IIT MAX. MULLION SPACING(fl)' SPACING(fl)' MAXIMUM MULLION SPAN F7) MAXIMUM MULLION SP (FT) wx G 4'x6'x114'THICK G1 4'x8'xt14'THICK G3 2'x 14'THICK � WAxaNM 'G 4'x6'x114'THICK G1 4'iULU4'THICK G3 2'xTx174'THlCK NigSDIU DM p}yM ASA YMUU1L" MULLION MULLION RANG MUWON taDQM IxSNON mUU)ON MULLION MULLION MULLION CASES P JFE SPACING A1pN p OIdENUtI011 AT08 N l+ AepN 1 l+ammIlDI 14 GV.fS RATING ( RATINIQ N N8 1 p rtAnON I REORA➢ox 11 Is DRa""N lI a(EORAm IO OrmRAm1 I+oRnDUDN 1 „,., , ,•,„ END (N• l�t (Q)t 44t 44t Of "t (0)t (p.m.) Q�t Mt 4�t 4�}f (0)f (#t Ot MULLION END INTERIOR END INTERIOR INTERIOR END INTERIOR END INTERIOR END .INTERIOR INTERIOR END INTERR)R 30.) 1Y-0' 12'-6' 12_6' 12'-6' 12'-6' - I V-0' 30.0 12-0' 12'-6' 12'-B' 12'-8• I2•-6' - N'-0' o + 350 12'-O' - 12'-6' I2'-8' 3610 12'-0` - 12'-6• 12"-6' 11'-11' IY-6' - TI'-01 10.0 12'-0' - 12'-B' 11'-8' 11'-4' 12•-8' - 40.0 1Y-0• - 12'-6' 11'-8• 11'-4' 12'-6' - 11'-0' 1,- l< 4610 12'-0' - 12'-Y 1 V-8" f0'-11• 12'-6'17-01 - 12'-S' 10'-I1' f0'-11' IV-6' - 11'-0' 4" 60.0 12'-0' ' ' 10'-PN-.W 12'-8•CASE t tINTERIOR60.0 12'-0• - 12•-0' 10'-4' f0'-7• 12'-8' 11'-0' I MULLION 6510 12'-O• 11'-9' 9'-10' 12'-6' -615.0 12'-0' 11'-9' D'-t0' 10'-3' 12'-8' - 11'-D' 150.0 12'-0' - t1'-4' 9'-S' 12'-8'a" 1Y-O` - 11'-4' 9'-5' 9'-11' 12'-5' 11'-D'N)0.6 12'-0V-11' i '-6• - 11"-0• 660 12' 0• 1' 3' 9 4'8'-0' 9'-O' 9'-0' 9'-0' - 0'-D- 30.0 R•-0' - 12'-6' 12'-6' 12•-6' tY-6' - 41'-D' S. 3&10 8'-0' - 9'-0' 9'-0• 9'-0' - 9'-O' 360 6'-0' - 12•-6' 12'-6' 12'-6' 12'-6' - 11'-0' ( 40.0, 9'-0• - 9•-0' 9'-D' 9'-0' - 9•-0' 40.0 8'-0' - 12'-6' 12'-6• 12'-6' 12'-8' - +I•-o' MULLION SPACING:"S" 4&0 6'-o• 9'-D• e•-o• s'-o• 9'-0• CA,EL 16.0 a'-O' - IV-6: 12'-6• 12'-6• +Y-6' - 11'-0' 60.0 B'-0' - 9'-0' 9'^0'5010 8'-D' - I2'-8' 12'-8• 12'-1• 12'-6• - 11'-0• a&p p•_p• _ g•-p• y_p• g•_p• Wo e'-o• - 12'-e' 12'-6' I1$-6• 12'-6' - 1r-o• •MAXIMUM MULLION SPACING SHALL BE SUCH 80.0 °'-0' - 9,_0. 9'-0' q,-0. s'-0• - W-O• 60.0 B'-0' - 12'-2• t2'-2' I1'-4' 12'-2' - 11'-0• C/SE II' ma 8,�. - g,_0. W-0 g•-p• g,_0. _ 91-o' e4.a 9'-0' - 121-0' V-W 111-4' 12'-0' - '-o' THAT MAX.ALLOWABLE'SLAT SPAN FOR THAT 3oA a-o• s-o• 9-D s'-o' s-D• - s-o• DESIGN LOAD SHALL NOT BE EXCEEDED. 70.0 e'-o - 9'-0• a'-°• D'-o• s-o' 7610 15'-0' 9'-O' 9'-D' 9'-0' 9'-0' 9'-0• 36.0 9'-0• - 0'-0' 91-0' B•-0' 0'-01 - 9'-0• 6010 g'-0• _ g'_p• 9'-p• g•-0' 9'-0• 40.0 B'-0' - 9'-0' 9'-0' 9'-0• 9•-0' - 9'-0' t MULLION ORIENTATION IS AS SEEN FROM THE _ 4&0 e'-D' e'-D• D-D• B'-o• 9'-0' - 9'-o' OUTSIDE(EXTERIOR)OF PR N£.T 6010 e'-°• _ s'-o s-o' 9'-D• 9'-0• s P� ? 90.0 9''15. V-0' 9'-0' 9'-0' B'-0' 9'-0' 60.0 B'-0' - 9'-0' 9'-°' 9'-0' 9'-0' - 9'-0' 1+' E� /I/� 9&0 a'-D' - 9'-0' 8'-D• 9'-0' 9'-0' _ g,-0• 66.0 8'-0' - B'-0' 9'-0' B'-0' 9'-0' - 9'-0• 111 •'''•1f1 �{/�t f0&O 6'-O' - D'-0' 9'-0' '-0• B'-O' CASE 6010 B-°• 9'-0' 9'-0' 9-0' 9'-0' 9'-4' I1. F1�IS1'y ✓ 6810 8'-0' 9'-0' 9'-0• s'-0' 9'-0' - 9'-0' 104 i�•• 9; FLORIDA BUILDING CODE(Non High Velocity Huniaano 7.one) JOA 8'-0• - 9'-0' 9'-0' 1 9'-0' 9'-D' 9'-0'a 6' 02017 TIUECO INC. (& ,Nautilus 1>I:A�IN 7&0 '-0' - 9'-0' 9'-0' 9'-0` 9'-D' - 9'-O• 7-0 150.0 8'-0' - 9'-0' 9,-0• E'-9'• 9'-0' - 9'-0' T a" e'-0' - 8'-0• V-9'• 9'-3•• 9'-0' _ g'�• :�' AQ �� RDH(TegShultarSy3tam C9/24/17 980 9'-o• - 9'-0• 8'-2'• V-9• 9- ?�s1 •.� IL GATE 8'-0• ' T-6' T-4" -0' 0• 1� �,�1� TILLIT T[STING Q[N6INE[RINC COMPAINY EXPERT SHUTTER SERVICES INC. 00.0 e'-O' - 9'-O' 7'-3'• 7'-0'• 9'-0' - 9•-0• 1 / �•xy'•\ III 61`0"�44.11-1110. tyvc�oi>_y vac. p�0A6T ST.LRIUCIE,ORE STREET FL 34984 17-244 ' NOTE:.USE V-W IF ANCHOR CONSISTS OF HILTI,INC HUSH SCREW OR POWER FASTENERS, A L E �•1R11) a-mcJt WI.cODaoLcom IMO 6a(800)740-MB.IAM(772)E1-0400 a"*=III, W50GE•BOLY ANCHOR SEE SCHEDULES 1&2 ON SHEET 10A ,.' Ea-00067 A 1° WALTER TILLIT9 P.E. •0'•"' �'�" .•'. s..r murrnr ua P.E. SEAL/SIGNATURE/DATE FLMDA UC./44167 m..w, 61NRT 23 a2s N SCHEDULE 4c SCHEOULE2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.f.),& A 7'-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.).& AND 7'-4'MAX.MULLION SPACING SPACING(ft)- (FT)* MAXIMUM MULLION SPAN(Ff)- MAXIMUM MULLION SPAN(FT) IUAx wx Mum @ 4-xftiW MULLION 4-5l&�d/V MULLION @ 4'xl'xl/4'THICK(W FLANGE)MULLION Mcsm' MMUM 4-xftl/4"MULLION 4'�IlVK114"MULLION 4'A"14'THICN OEM PFZ=td MULLION PRESSM MULLION RATING, SPACING RUM SPACING I-FLANGE)MULLION (PAO ORIENTATION 11 (#t ORIENTATION 12 ORIENTATION#I f4t ORIENTATION 02(G)t ORIENTATION f I f ORIENTATION f2(D)t ORIENTATION#1 (=0fl ORIMINTAIM4 42 IDA ORIENTATION it t4tORIENTATION/2 ORIENTATION 2 END I NrMR END I INTERIOR END INTERIOR END INTERIOR END END INTERIOR END I INTEIRIDR END INTERIOR END I INTERIOR END INTERIOR END gnu" ............. 30.0 7-0 121-6, IV-S" 124-6* IX-G' 12'-8* _I2`-6" IT-a" IF-a I2'-6 12-& I2'-6- _X&_ 7'-0- 12-6" 11 19 IT 12 12' 1 1. i,;=�I* 12'w-a' X0 7*-W t2'-r IV-S' W-W IT-S' IV-S" 12'-6" 12*-6* IT-6' 1 12'-6' IV-r IT-8* I 35A 71-0. IT-8' IT-6, 121-6* IT-6' 12'- IV-6' W-61 IT-6' 404 ?.-a. W-S' 12'-8' W-6' 12'-6' IT-S 12'-6* 12'-8' 1T-4* IT-f* IT-S' 12'-8* 1 _AQ& 7'-O' 72'-6* 121-6, 121-61 121-61 121-6* IV-So Ir-e IT-S* I2,-6' 46.0 7'-0* 12'-6' 12*-0' W-fi' IT-S* IV-S' I2'-6' IZ-V IV-S' I2'-5" IT-S' I2'-6* 1 4&0 70-0m 12'-5* IT-O' 12'-6* I2'-5" 121-51 121-61 I2'-6' 12'-6' 12'-6- 12'-8' WA 7'-0' i2'-8' 1T-7' I2'-6' I2'-6' IT-S' 12'-6' 12'-V 12'-8* IT-8' 121M-61 IV-61 _50.0 7'-Q` IV-S' 11--r IV-6, IT-S' 12'-6' 1T-6- I2'-8' 121-61 121-6* Ir_G* WA 7'-D' IT-S' 111-31 IT-O' 12'-6' IT-S' 1V-3" 121-6" IV-61 12'-5- IV-S' 12'-S' no V-1- 121-8* 111-31 12'-G' 12':-e- 12'-6* 12'-3' IT-$, 12'-0' 12'-8* IV-S' 6" 7'-0' IT-6' 101-11* I2'-61 !2'-6- IT-S' W-111 12*-6* I2'-6. IT-5" 12'-6' IT-f* 800 7'-0' IT-S' IW-11' IT-6' IV-S' Iz_e' Ir-81 12'-6' IV-61 I2'-6' e" 7'-0' IT-S" 10'-8' 12'-1* 12'-6- 12'-8" 11*-7' 12'-V IT-$' IV-51 IT-6' IT-6' 7'-a' IT-6, 101-8, IZ-1* 1 IV-S' 12'-6- 11'_Ila IV-6' IV-6* I 12l-6* 12'-6" 1 1 IT -7--0. 70A 71-0* T-6- 110-6' 111-61 2--e 12-e 111-3* IV-V IT-V IV-S' 121-61 -r IV-S* lw-s' ill-e IT-S' 121--r 111-31 12'-0' IZ-61 Ir-r IT-6" no 7*-0' 12'-1' 1 IW-2" W-11' 1 IT-6' 12'-B' III-V I1'-11' 1 IV-S" 121-51 IT-a* IT-6' 7&d T-O' 1 lr-)� 101-21 W-W 12'-$' IT-V 11'-0' III-ill 121-61 IV-5' IT-6' 80.0 T-O' II'-W 0'-Ii* 10'-S* 1 12-4 12'-6' IIY-IC* W-6* IV-6' ST-6" 111-11, IT-6* 7'-e W-V V-11* 101-6* Ir-0 12'-6* 101-t0* W-51 i2'-6" i;'-1t' _12'-f- 65.0 71-0, W-01 a.-,. 10'-2' 1 12'-1 IV-6' 101-7F 11'-0" IV-6' 12�-e 11'-4" IT-6' 7'-0` - . 94-9' 10'-2" 121-11 12.-6- 10'-7o 11'-0'- 12*-6* 11'-4* 1 IT-6' "a 7`_ol IIY-7* 94_7* W-10' IV-16' IT-S' Iw-r 101-91 12'-IV W-21 iv-101 IT-e 7'-0' IV-7' f'-7* W-to" IV-10" 121-5' 101-51 Iw-81 IT-e W-10" IT-S' 9" 7'_0. IO'_r 91-1. 91-61 1 V-7" 11'-11' 10'-2w 10'-4" 12'-0* 111-91 IV-51 12'-6V' 7'-I' 10'-2' 1.-,. 11-7' ll'-tl* 10*-2' 10'-4' 12'-V 10'-5* IV-6* 10110 7-W ir-Icr 91-Y 9*-r I 1 1-5* t;'-8` Iw-T Ily-I* IV-$* 11'-5' 10'-I" 12'-8' TWO 1 7'-0* 91-10, '-3- 01-31 If-5, 111-6" 101-0" 101-1* IT-61 101-11 12*-6* louL T-or Q._'. S.-I. 91-11 11--3- 1 V-2' 9'-to' W-10" 12*-G' W-11 W-d" IT-e 10510 7'-0` 9.-1. V-11 111-31 It*-2' 91-10, w-lo, Ar-a* a,-,. IT-6' '11MO -F--6. sl-.r WZII* W-10* -w-1. 101-101 W-fil W-91 11-3. t2-V 1192 7'-0* W-3. 81-11, a,-to, 10'-10* 9'-9" 9'-7- 12'-6" V-5' 12'-6' -a' IT-6' I-0� `_S' G IT_6* *� 1 7-'_' '0'-2 I V_S_ It To, ._7- O'_- ._.5_ 21 'a. 11510 7'-0* 1 g'-O* 8'-10" 8'-7' I0`-11' IW-?' g'-7* 1 9'-5* 12'-0* 101-5* It" 74-0* 94-0* 9-104 t0'-7' V-7' 8'-51 1121-6* 12'-8' 112" 7'-0' 1 W-9, 6'-8*_ 0'-51 I0'-91 I0'-31 91-51 91-3' 12'-8* IV-21 9'-10' I2'-8' 120.0 71-01 8'-91 a*-a* 61-5. _101-9* 10'-3' 91-1. 9'-3'- 12'-6' 91-10' 121-61 1126.0 71-01 8*_61 8'-7" W-2' IW-71 10-01 9*-4* -7--7* 72--6* 124D 71-01 81-61 w-r 81-2' 101-71 10'-0, 91-41 91-11 IV-S! 01-7* I:e-s* 130.0 7'-0' 81-r $*-S* 1. 1 10'-6- I2'-6' Im.0 7'_0. 8*-4' e'-5' a,-a, I0'-6" 01-9- -IL-2- 8'-11' IV-6' 8'-5' 12'-8* 131L0 1.-0. -8'--2' 6'-4- 7--9' I0'-4* 0*-7* 1.,. 8,-91 I2'-6* 91-6. W-2' 12'-8* V-O' 8'-26 6'-4* 71-91 101-e 9'-1. 91-1. _9* -2' T-6* 1404 7--G' -7--0' 8'-21" T-7' 10'-I" 9. . I.-,. v W IT-d' 91- 61-0* -6' 140.0 7'-0` a .-3. 7'-0' 101-3* 81-0" IV-S' 14&0 7'-0' 71-10* 8'-2' 7'-I' 91-9* 17-1; .,_-Sr-_10' 8'-6' 12'-6' 9'-2' 7'-IV -If- IAU V-0. 7'-IW $'-2' 71-51 10'-11 0'-2- w-le 81-6* 12'-6* 7'-I0'_-12-6* 71-8. "-S" 91-0* 1 84" -7- 12'-5* 7'-8' ir-o" 150.0 7,1-o* I_- -7--e W�4: 12'-G- 61-11, V-11' 12'- IOU _7_ 7'�O` 71 0.-. i 1. 12'- 11-C 12'-e IS&O _'. 1-1 2- 0-10 1 8*-a* w-r 121-5* W-91 71-r 12,- 11550 __0`1 t 16" 7'-0* F-_#' 7--11- T-O' 81-10" 1 a,_a, 1 81-7- 1 8--1- 121-2* 1.-8. 1 71-51 1 I2'-1 IftO I T-O' j ?'-4' 1 7'-1 1" 1 7'-6* 1 9'-9' 1 61-8- 1 8'-f *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. -.1-TEND MULLION INTERIOR MULLION % FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0207 1117CCO mc. DRAWN of. NaUfff L.C. us MULLION SPACING:"S" % 11LIECO DATE TILUT TESTING&ENGINEERING couipARy EXPERT SHUTTER SERVICES INC. `0m. ...Feu.$4.4'.am.%wWA W404,a,33'a 1626 S.W.GILTUORE STREET PORT SL 17 -2 FL 342a4 17-244 e-moM 14 AE Ell-00067 0 PHOW, -00, It)oil- 'M -wo, WALTER A. Jr.PE, P,P.E. SEAL15111dffkJDATE FLORIDA t-11 44167 q 1 sNm 26 OF 26 L h.