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HomeMy WebLinkAboutProduct Approval (3) 111112021 Florida Building Code Online �Us r ��i�•��r,��i t;!���,t, ,:;s�r��_,t r.n'p 7� k ..p. __�._._V BCIS Home Log In User Registration Hot Topics Submit surcharge StatS a Faits Publications Contact Us SCiS Site Map Emits Search Product Approval 859R:Public User �j Product Aooroyal Menu>Product p_r Application Search>enpllcatlon List>Application Detail W FL# FL12246-RS Application type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST Port St.Lucie,FL 34984 (772)871-1915 Ext106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Helssenberg I Address/Phone/Email 1626 SW Blltmore 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 Ext106 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.Tlllit Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence &-Md its; r,;Cf:i CClF_L3Ltivg_J 7-D64-,ijdf. Referenced Standard and Year(of Standard) Standard yewr ASTM E-1996 2012 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By www.florldabuildinr. -- u i ucuci Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/04/2020 Date Validated 08/19/2020 Date Pending FBC Approval 08/19/2020 II Date Approved 10/13/2020 Summary of Products FL# Model,Number or Maine_ Description 12246.1 Nautilus Rolling Shutter System Extruded aluminum Nautilus Rolling Shutter System Limiits of Use �~ Installation Instructions Approved for use in HVHZ:No CL122-16 1:5 II Ex PI L-Shunter K-0 Diva 2_Q 064.D_ejf_ Approved for use outside HVHZ:Yes Verified By:Walter A.Tilllt X,P.E.PE 44167 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+160/-160 Evaluation Reports Other:State Missile Level"D"wind zones 1,2,3 and 4(basic FL12,246 R5 AE I!)-. erl:Shutter PE.Drava 2_0 064.pdf, protection only).Pressure rating: +30,-30 p.s.E at 20'-0"span Created by Independent Third party:Yes (wall mounted)and+160,-160 p.s.f.at 8'-0"span(wall mounted)with 1/2"slip.See sheets 15,16 and 20 for additional pressures and spans. 0 ED Contact Us:;2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1a24 The State of Florida Is an AA/EEO employer.Cogysjgl1t 2007-2013 State of FI"rida.::Privacy Statement:;Accessibility Statement::pefund 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 requastq do not send electronic mall 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(i), Florida Statutes,effective October 1,201.2,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaiis 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 +e e. Product Approval Accepts: r R ED P—q 6Ct@ek ;r5"x_. Credit Card sate wWw.florlrlatHdlriinn—1-1— __ ..• GENERAL NOTES: 8_ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1. NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.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 WITH THE 2020(7th EDITION) OF THE FLORIDA BUILDING CODE. -3/8'0z1 1/4'CALK-INS MANUFACTURED BY DEWALT. INC. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DADE -1/4'OX3/4'SOLID-SET MANUFACTURED BY ALL POINT, INC. /BROWARD COUNTIES). -3/8.0 KWIK BOLT TZ MANUFACTURED BY HILTI• INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION ION OF THE ABOVE MENTIONED CODE. -5/16'0 TAPCON MANUFACTURED BY ITW BUILDER, INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. FOR A DIRECTIONALITY FACTOR Kdm0.85.USING ASCE 7-16 FOR INSTALLATIONS UNDER 2020 FBC EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 26. EMBEDMENT IN ORDER M VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 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 O 100% EDGE DISTANCE a 100% CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18 &20 THRU 26. 3/8'00 1/4'CALK-IN 3 3/4- 4 1/2- 1 1/4' (3000 psi) NOT ALLOWED 1/ 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, 80z3/4'SOLID-SIT 3' 3' 1/ ES (3000 psi) NOT ALLOWED A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. FASTENERS 3/ KWIK BOLT TZ 9' 4' 2 1/2'"(3000 psi) NOT ALLOWED SPACINGS M WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S.201 B. 5/16-0 TAPCON XL 3 3/4' 3 1/8' 2 1/4' (2899 psi) NOT ALLOWED NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN 10.ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, ACCORDANCE WITH SECTION 1609.12 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH 1CA. 11 11A. 12 12A 13& 13A. FLORIDA. REPORT 1) 1030.01-OB AS PER ASTM E 1996, E 1886 AND E 330 STANDARDS QUALIFYING INSTALLATIONS FOR WIND ZONES 1, 2, 3& 4, MISSILE TYPE D AND ONLY APPLICABLE T6 BASIC PROTECTION -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILTI, INC. INSTALLATIONS,AS DEFINED BY SECTIONS 6.2.1.1,6.2.1.2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19 & 20 -HUS-H SCREW ANCHOR MANUFACTURED BY HILTI, INC. FOR ADDITIONAL LIMITATIONS. -WEDGE-BOLT ANCHOR MANUFACTURED BY DEWALT, INC. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-TB 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 SCRLYI_©)TO BE STAINLESS STEEL 304 OR 316 SERIES WITH SO ksl EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL EMBEDMENT® YIELD STRENGTH AND 90 ksl TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN O% GROUT 50018.ALL S.D.S.ARE TEK SCREWS MANUFACTURED B DL Y ITW BUILD &SHALL COMPLY W/FLORIDA BUILDING ANCHOR SPACING ® 100% EDGE DISTANCE 9 100% CONCRETE OUT FILLED OR CONCRETE BLOCK CODE SECTION 2411.3.3.4. 3/4'0 KWIK BOLT TZ 27' 9" 4 3/4' (3000 psi) NOT ALLOWED 5. BOLTS TO BE ASTM A-307,GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM 1/2.0 KWIK BOLT TZ 22 1/2• 7 1/2- 3 1/4'(3000 PSI) NOT ALLOWED YIELD STRENGTH. 3/8.0 KWIK BOLT TZ 6' 4 3/8- 2• (3000 PSI) NOT ALLOWED 3/8"0 HUS-H SCREW 4• 5' 2- (30DO PSI) NOT ALLOWED B.NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S. PATENTS 06.095.225 AND 07AD9.980. 3/8-0 WEDGE-BOLT 4 1/2- 4 1/2- 2 1/2-(3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR SIDE RAIL SHALL BE AS FOLLOWS: 1/2.0 TOTS-H SCREW OR W'EXE BLT 6- 6' 3• (3000 PSI) NOT ALLOWED 5/8.0 HUSH SCREEN OR WEDGE BOLT 7 1/2- 7 1/2- 2 1/2' (3000 PSI) NOT ALLOWED (A)TO EXISTING POURED CONCRETE MIN. 3000 p.s.i. COMPRESSNE STRENGTH. 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 BUILDEX•INC. TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8'0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI.INC. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO al) 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 EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 13.THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A.2)MINIMUM EDGE DISTANCE(E.D.) INTO POURED CONCRETE SHALL BE: 14, LIFTING MECHANISM NOT PARE OF THIS APPROVAL 4'FOR 5/16'0 TAPCON XL ANCHORS&5•FOR 3/8.0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND ANY FINIS MATERIAL 15, (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE SITE A.3)IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE FROM THE P.E.D. THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTIQN, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT STIE IS THE (B)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL:ASTM C-90 CONTRACTOR'S RESPONSIBILITY. -5/16.0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BUILDER.INC. (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 8.1) MINIMUM EMBEDMENT OF 5/16.0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF UNIT SHALL BE 2 1/4'. RECORD (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 NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. B.2) MINIMUM EDGE DISTANCE(E.D.) OF 5/16.0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE (e)THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF BLOCK SHALL BE 4'. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. RECORD THAT PREPARED IT. 8.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 16. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF SUCH PANELS. FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CEDE (C)TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-FIR-SOUTH (G-0.36), DOUGLAS-FIR-SOUTH (G-0.46) OR 7H♦S DRIIRNG SHALL.ONLY BE USED TO -5/1 SOUTHERN PINE#2 W/G50AS65 MIN.CURED BY TIED BUILDER, INC. ```````�P1•`OR A�INp1I�T''OBIAlN FERMIS/N THE STATE OF o0RlL11 ��INC. LORIDA BUILDING CODE (Non High Velocity HurricDa�ne�Z�ne) �;'.... ENS' ��i y Nautilus Y.P. C.1)MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4-PHYSICAL F L THREADED PENETRATION. N�.Q4y _ !L EC O INC. Rolling S6oHerSyst- 06/8/2020 .NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. - _ DATE *: EXPERT SHUTTER SERVICES INC. ----- - -C2) MINIMUM EDGE DISTANCE(ED.) OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4'.EDGE DISTANCE IS = = TILLIT TESTING a ENGINEERING COMPANY RR %,p 1 w:]N.N.]S.]ti.n..]m.wives www].n..vtra sse S.W.wN11YDRE DRIVE 20-064 BEYOND ANY FINISH MATE JAL ST 7E Pb°°'(XD)an-Imc.rw:(n.)m... PORT ST.LUCIE.FL 34984 -P••• F OF QC 2��(J c 61:Nltaco6aal.com DRAWING No C.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON ���`•.• ( 4Cr G-0006779 nlevEi t80D)TN-9036,�AL•r 2)WI�no THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 4�F RID wFLORITER A nL1�J.P.E ora SHEET 1 OF 26 SUCH PANELS. �i�sS'7•• �\` %SIGNATURE/DATE FLORIDA Ue.p 44t67 �/1111/11111111111 #B #9 #10x61r-- #3 #4 #5 #6 .fiu? ser B9Y nr �4. B9' _ eslilr I e62 ewe—usD'-- �. Boo aslwxOH RA0 zi #1 #� 570• BS f l DETw e1V0 �ryJ• o• .Brr)eRIA. sar (TrP.) ? m DETAIL-A I AT016657!•B:fES56iffLW0.4$1 I �90' F2.198- HEAD T/OSIX LOSEklpfylB•)HIXHWABWEAD416HTsttF R1b4B jI OPTION#1IMDNDLTrHIcI 10Sp' OPTION#2(W)WASHEW4 FR R -: 111///// 41DKrSTAINLESSSTEELSCREW DETAIL:C SCOATEDVWMACSILVER 01D' 4 CIIROMED-FREE ANTI CORROSION e COATINGSYSTEIA ASMOWACIUFM F070•. BYSUNBELTCOAIING,LLC- e�M1 ' FY'+'191A kslinuoS REta", .654' - .Bn' L.TB3- I L.` LI DET9 •.•�J•��( .4944JI P FLU=1BB.a kSl(TEus ESM6THj AO SLATS. u 'nB`' T5r- Tart STARTER SLAT em' *t15 606176 NAIMINVM ALLOYsum 1¢=1• B Pr--31.5Iai(mn) DETAIL B SCALE ITV=I- 606}TBALUMISCALE:1 =t' 30!, .200- 456.Bu• 5 1.2z0•---I -- .�• ACETAL BUSHING 4ek g('-' .tse' .125' - Q •Nfi'� —B.00D• �"(— -"-6Am'-----I r (USEVLOfTONS#1AND#2) BUS111NGSPEC.S. ry B $ U26' I .�• DENSITY:1AgFm` - -) 7EE lUEESSTTREESSSATI9ELLD:B.13515 Am I.zeB• I. z4x6•----�n I �- E2 BUILD-OUT TUBE FLEMIRALMCOULs580y T6 ALUMINUM ALLOY VDDNOTCM D I PACT:65 kVIn' n RETAINING SYSTEM:SCREW*BUSHING OD IDE RAIL II O BUILD-0UTTUBE E1 BUILD-OUT TUBE SCALE[T=t• 6061T6 ALUMINUM ALLOY 60GYT6ALU69NUM ALLOY B Tfi ALUMINUM ALLOY SCALE VZ-T' SCALEIW=1• 125' *MUST REVIEWED BY SHUTTER MANUF FIER TO ALLOW FOR INIMUM 4-0W1_— ----e.aOB- 0.050' CE BETWEEN EW HEAD AND CAVTTY WALL T NON HUR E POSITIONS. z6BB• ------ E3 BUILD-0UTTUBE BD63-TO ALUMINUM ALL �1.000' SCALE 1e`=,• 260' OYP.J .zso• -- OH 114-OX314F ITWIBUILDEX IIEK SCREW 1. CARBON STEEL SCALE 1?=1• OI 6116'Pl ITWIBUILDEX TAPCON XLANCHOR CARBONSIEEL SCALE t?=1- n � I � a#cB•-- _ -e.oDo• - OK STORM BAR JO 3/6.0 HILTI,INC.KINK BOLT 3ANCHOR O 4x6 MULLION 6061-T6ALUMINUMAt- G1 4x8 MULLION G 4x7 MULLION CARBON STEEL SCALE:IFr•1-F TRAPPED ANGLE O O 6063T8 ALUMINUM ALLOY W61-10 ALUMINUM Al10Y 606146 ALUMJNUM ALLOY 6USI-TLIALUMINUM/LLLOY SCAL:Ir'1`SCALE:3'B'=1' SCALE:vr=1• SCALE:We'-I' SCALE W.I" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ,1`�111g1III ►t 02020 TILTEco DIC. j��y+� 1r DRAWN BY: .��.• flu \,\CENS r _ Ro1HggSLuHerSystem Dfi/e/202o �z 1M ECo1Nc. DATE COMPONENTS No.4416 �_ nwT TEST No x ENCINEERINc cDMPANr EXPERT SHUTTER SERVICES. INC. _ evs x.N,sau.sA,sw.Jcs,vaclNa oxo[Ia,n vlaa 668 S.W.-WHITUORE DRIVE ='7Y: !/ .f� rR�:(cOs)eEf:tilt. o.:(sBs)en-lvl PORT Sr.LUCIE.FL$4904 20-064 mail:tiileto0ool.cam PHONE,(800)749-9055•FAIL:(n2)871-0990 DRAWING No STATEj ZrJ a CA-0006719 OF WALSER A❑LUT J,RE :���'•.iCt P SEAL/SIGNATURE/DATE FLORIDA ua.B aa16T - m��-a« SHEET 2 OF 26 > y i I I 13 14 �- 1 21 D 4 12 O I • — ' 16 fs 1 SIDEIEND CAP 7 2 HOUSING(BACK&TOP).040 THICK I I ie 19 e 3 HOUSING(FRONT&BOTTOM).040 THICK • © �► 4 SPRING BRACKET s ® 5 SPRING ASSEMBLY 4 0 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL(MAIN SECTION) •� 8 SIDE RAIL(COVER SECTION) -�- 17` 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 o 9 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET f 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 HOUSING(BACK&TOP)FASTENERS e 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 d /� - 23 UNIVERSAL WITH DRIVE SHAFT - 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX & END CAP ASSEMBLY COMPONENTS 10 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) , ozozG nLTEao INC. Nautilus a""M N": \CENS '�9 11 Q' iL EC O INc. RolllagShnMerSgafcm oe%/Tozo ® = No.4416 TILUT TESTING a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 665 S.W.WNITMORE DRIVE 20-064 (ampil:W e.e:pm�I-Teal PORT ST.LUCIE.TL.34984 o'• STATE O e-mnC-000 719.eam ( 1 ( DRAWING No CA-00a671a PxaNE e00 TdY-YOee.TA4 r72J eat-09Y0 `-'� %�O'• F ` WFFLLORDA Uc. 67� - SNEET .1 F78 ��iC`•. �ORI� .%� ` SEAL/SIGNATURE/DATE 6 un1(a"`��` 1 BOX �Y/6 d6 Y/7 BOX ®V/9 - ® r) V/9 �m REAR ®Y/6 do Y/7 1 END CAP 1 i END CAP END CAP-481 END CAP Sign sIAIS 02 gz 'SLATS sun '-sun -SLATS -SLATS �SLLATS i #5 sun -SLITS w = 8 --SLATS / c 0/8 — -SLLATS f�6 0./8 SLATS 7 07 SLATS zh 0 1l8 SLATS p rr -SLATS D 1 (TYp• Ea. END) _ (Typ. Ea. END) I I 9 -SLATS - SLATS (TO MID.) y1D -p1D SLATS I �// ,�%:''.';i %////.;/.••%�/% .;%i%//%•%////.�JJ�///i 1tY/6 7 STORM AR srA INC jj'_!////i/,✓/i'// i'. /t/i,!%i %/i B & Y/7 (SEE SHEET 2z �' ®V/__.�.�-__� V/9 { / Y 6 &Y/7 Y SLAT SPAN (SEE SCHEDULES ON SHEETS 15&20) -'1 Mat SLAT SPAN TYPICAL SINGLE UNIT ELEVATION W/0 STORM BARS (SEE SCHEDULES ON SHEET 15) NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL SINGLE UNIT ELEVATION WJ STORM BARS " N•T•S• NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTAL 1 AT10N GIVEN A SHUTTER HEIGHT: * CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN 1V-O'APPLICABLE TO INSTALATIONS W/O STORM BARS,W/STORM BURS OR W/STORM BARS&MULLIONS W/HEIGHTS UP TO 11'-0'. (G)CURTAIN SHALL START W/fI SLATS AT TOP,FOLLOWED BY B2.#3......THEREAFTER,ALL THE WAY DOWN. EACH SUIT 11 SHALL CONSIST OF MIN. FIVE(5)SLATS OF THAT SLAT NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW g1 SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED. QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT BOMAY VARY WITH SHUTTERS HEIGHT. r (b)BOTTOM SAT BQMUST BE ALWAYS INSTALLED. *• CASE 2: SHUTTER HEIGHT LARGER THAN 11'-O'APPLICABLE TO INSTALLATIONS W/O STORM S1 11(yµ'{5t, FLORIDA BUILDING CODE (Non H(gh Velocity HuTNcam Zone) BARS AND W/OR W/O MULLIONS W/HEIGHTS LARGER THAN 11'-O 1 C2020 TLTECO INC Nautilus DRAWN N/: (a)CURTAIN SHALL START W/g1 SLATS AT TOP.FOLLOWED BY 02,#3. .....THEREAFTER.ALL ��aQ\' •••••••••.• ✓���' Y.P. THE WAY DOWN.EACH SLAT g SHALL CONSIST OF MIN.FIVE(5)SLATS OF THAT SLAT v;'•vCEN,SF'•. . Rolliag Shutter Sysee2n o6/6/zD2o NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW®1 SLAT SHALL BE �'C O INC. DATE CONTINUED UNTIL#10 SLAT IS INSTALLED.AFTER#10 SLAT IS INSTALLED,ADDITIONAL#10 = No.4416 EXPERT SHUTTER SERVICES INC. SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. _ TILER TESTING k ENaINEERINO COMPANY s-11'U> "� ^'" 5 �'m""�ass"a"°' 668 S.W.WHITMORE DRIVE 20-064 (h)BOTTOM SLAT Q MUST BE ALWAYS INSTALLED. - P4c..:(amM71-1e4a.rm:(.'A771RI-167r PORT ST.LUC1E,R.34964 '•, STATE OF �C'r e-moil•Glt.cno L_ � n(Boo)749-SOSS.FAD•(772)571-099a DRAWING No GG00- 6719 TORT P WALTER A TI Jr.P.F p°�m' ' F FLOfaDA Ue. m 44167 E SHEET 4 oT 36 ���'�f`F;•.,• .'�\\�` . SEAL/SIGNATURE/DATEEl /AA�7T q71 f i l l I I I. Max.MULLION SPACING W-1/10 OR W-2/11 OR (SEE SCHEDULE -� Of© Of ©1IK-3/12 OR W-4/13 rc Of© Of ON SHEETS 24,?S&26) ®W-1/10 OR W-2/11 OR Max.STOPN BAR SPACING Max.MULLION SPACING ® REAR W-3/12 OR W-4/13 BOX (SEE SCHEDULE ON SHEET 22) (SEE SCHEDULE -- ®V/J` K -©Of© Of —I ON SHEETS 24, 25& 26) / /.%//,'/'/, // BOX END CAP---- ` _��-�! I END CAP-- i I 1 1 I l g 1 I I I I SLATS I I I I I SLATS I I I I I g2 I I I I I 12 I I I I SLATS I I I I I SLATS I II II I II II I 11 I I _g3 I I I I - 03 yi i i i i SLATS P 8�P/B 1 1 SLATS I I I I I g4 zQ I I I I _ 4 N I I I I I SLATS o.N N I I I I I SLATS I II II N N�i, I II II N I I I I I g5 ON e:= I I I I I g5 SLATS 7�rn am SLATS o -+L Z ® I I I I+- v= 0/8 i 0 8 II 8,, SLATS Q/ 1 1 96 nE SLAT S 3 Z - g7 0 W I -- I J g7 I I SLATS W �_v \_% - I I I I SLATS o IT I 1 R/8 I R 8 o (Typ.) R 8 I I R 8 w I I I - or I I or ---1 w w I I or Or x SLATS SLATS �� o`N�' t __ � R'/ I I R'/ R/8 I I p Or 1 I I I (TYP• Ea. END) R'/8 I I (Typ. Ea. END) I I I -SulI I g9 I I I I I g9 R/8 i i III _R•/g I IIiI, $SkLAT S _ I 1i 1i R/8 I I Ii SLAT S or or or [R�;8� R'/g R' 110 L I / I SLATS A1oTS /.%'.'./.i///// /.///i%/i//i%/./i//i%i//i'.'/i//////./i•� %/%{%. / Y/i/,/4 i %/. !i%/.:/.:/f'/iii/ii////�>✓i:///%i.\ \ W-1/10 OR W-2/11 OR� � � MAX.STORM BAR SPACIN � �--1 � W-1/10 OR W-2/11 OR (SEE SHEET 22) B �W-3/12 OR W-4/13 L (TrP-) I W-3/12 OR W-4/13 _Max.� V/9 (TYP•) Max. SLAT SPAN Max. SLAT SPAN Max. SLAT SPAN Max. SLAT SPAN Max. SLAT SPAN _ SLAT SPAN (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON 1 (SEE SCHEDULES ON - (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION *, ** TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/0 STORM BARS W/ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. N.T.S. PROCEDURE FOR SLAT INSTALL GIVEN A SHUTTER HEIGHT: * CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN l l'-O".APPLJCABLE TO INSTALLATIONS W/O STORM BARS,W/STORM BARS OR W/STORM BARS&MULLIONS W/HEIGHTS UP TO 11'-0-. (a)CURTAIN SHALL START W/g1 SLATS AT TOP, FOLLOWED BY g2,g3. .....THEREAFTER ALL THE WAY DOWN.EACH SLAT g SHALL CONSIST OF FIVE(5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW g1 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.`QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLATOB MAY VARY WITH SHUTTER'S HEIGHT. (b) BOTTOM SLATQB MUST BE ALWAYS INSTALLED. e11111i�I�t}��f FLORIDA BUILDING CODE (Non ffigh Velocity Hurricane Zone) \�\�``� .• •••f•!`.C•TJ�i� 02020 TILTECO INC. }�r�y* •/y DRAWN BY: ** CASE 2:SHUTTER HEIGHT LARGER THAN 11'-0"APPLICABLE TO INSTALLATION W/o STORM BAR AttQ '.• �CiENS' ���� Nautilus us M.P. MUWONS W/HEIGHTS LARGER THAN 11--0". �' F RoHfng Shaffer System ofi/e/zozo (a)CURTAIN SHALL START W/g1 SLATS AT TOP, FOLLOWED BY g2, 13. .....THEREAFTER ALL TH&AY: No.4416 _ IL E C O INC. DATE DOWN.EACH SLAT g SHALL CONSIST OF FIVE(5) SLATS OF THAT SLAT NUMBER. PROCEDURE .* - TILIJT TESTING&ENeINEERING COMPANY EXPERT SHUTTER SERVICES INC. case nx.sau.u,n.aa!xuriwa r�mwt n.salsa 668 S.W.WHTTMORE DRIVE ADDING SLATS DOWNWARD BELOW gt SLAT SHALL.BE CONTINUE UNTIL#10 SLAT IS INSTALLED FA /'Z(•7�i(� pna,.:rym)eT1-,alo'.r,.:(!m)eT1-15s1 20-064 #10 SLAT IS INSTALLED,ADDITIONAL#10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUrfERO'• STATE OF a-moll:tilteeo6aol.eam PORT ST.LUCIE.FL 34964 DRAWING Na CA-0006719 IMOxt,(ea0)7x9-90l8,fAx:(772)tn1-o9sa HEIGHT. �� Fa!O I�P•,•�� WALTER A TILL Jr.P.E. �� u �°"••° Dart �i� A`E. SEAL SIGNATURE DATE FLORIDA Uc p 44167 n SHEET 5 of 2e (b) BOTTOM SLAT(2)MUST BE ALWAYS INSTALLED. ��Fs C?��• / / ffffff f 111 l I I I LILLLIIA` 5/16"0 TAPCONS 1Y/ POURED —5/16.0 TAPOONS%L W/2 1/4'Min. 1"x1"xl/B"OR 2-x2"xl/B" 1 2 1/4"Min. EMBEDMENT-I CON EMBEDMENT& 1-O.Dx0.060"GALV• ALUMINUM TUBE /4'0x3/4'TIW BUILOE%TIX SCREWS W 1"O.D.x0.060'GALVANIZED STEEL REO•D STEEL WASHER®24"o.c. / WASHER® 24'o.c. & I O.D.xO.060'CALV. % , 5/16"0 TAPCONS XL W/ STEEL WASHER®24 o.c. i ' �// ��• ��� 2 1/4"Min.EMBEDMENi� POURED CONCRETE :+ POURED CONCRETE OR GROUT FLLED f - OR GROUT FlLLED (`f CONCRETE BLOCK I \\ CONCRETE BLOCK�, j WALL REQUIRED. WALL REQUIRED. 0 O EDGE O� f EDGE OPENING � '--1 M 1 I OPENING ii \J II% I LL ci fl / EXISTINJ� EXISTING IXISTINC . GLASS CLASS-�'!I GLASS�j' (BEYOND) it /� - --4 (BEYOND) % A, 1 (BEYOND) //i 1 SEE ANCHOR f i SEE ANCHOR - w r, - _ SCHEDULES ON SCHEDULES ON^-T / 3 W y SEE ANCHOR /i - `OF = SHEETS 16, 17 SHEETS 16, 17 I1 ✓� Z• SCHmULES ON N & 16 - �� =o SHEETS 16, 17 j� —O o s / x Min. SEPARATION s Mir. SEPARATION A Min. SEPARATION TO GLASS •% L7�I7RIOR w TO GLASS f C TO GLASS I (SEE SCHEDULES. -- N (SEE SCHEDULES, -- DMIOR w (SEE SCHEDULES, /r EUIOR ON SHEET 15) ON SHEET 15) j O � ON SHEET 15) ii CD) j � /I OR E3 jl 9c 0/8 11 0/80/8 POURED CONCRETE I POURED CONCRETE;; OR GROUT FILLED- / OR GROUT FILLED-iL—� CONCRETE BLOCK POURED CONCRET fi CONCRETE BLOCK WALL REQUIRED / OR GROUT FILLED WALL REQUIRED. CONCRETE BLOCK ' WALL REQUIRED. fl EDGE OF EDGE OF - --- ± *J' 0j J OPENIN OPENING G - ------/, 2 1/16" /i MIN. E.0 �/ / •/ �/ /'I MIN. E.D 1 -Ll 1/2"x1 1/2"x0.062'xCONT.ALUM. '// //��'/f�T / ff .� ham• -- -- � 2'x4'x0.062"xCONT. E ANGLE W/5/16'0 TAPCONS%L W/ / ALUM.ANGLE 5/16'0 TAPCONS XL W/ -E �--POURED CONCRETE 5/16"0 TAPCONS XL W/- 2 1/4'Min. EMBEDMENT 2 1/4'Min. EMBEDMENT®24"o.c. (fc=3 ksi Min.) REQ•O. 2 1/4"Min. EMBEDMENT ®24"c.c. ®24"o.c. WALL MOUNTING FLOORICEILING/TRAPPED MOUNTING BUILD-OUT MOUNTING SECTIONS Y—Y '1`�y`���it I T'�� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 4`;..:t j.. ��1��'' o zOzo nL7ECA INC. r� ��r�� ORaM eY: INSTALLATION DETAILS ON EXISTING POU ���cENSF •. Nautilus CONCRETE OR GROUT FILLED CELL CONMETE 4ais7 IL ECOINc. Routng ShoNer System O6/DAIE y �/ J..° TILUT TESTING At ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. BLOCK BUILDINGS X ~_ �35Y N.M.SM.5 S w JOS.NR4MN GVAp4,n.]JiBB 668 S.W.WHITMORE DRIVE �� � Pnan.:(JLL1JB)I-W..Ew:(]9'J79Tt-tmt PORT ST.LUCIE,FL 34984 20-064 SCALE: 3/16" = 1" -o'• STATE OF ;��` e-maCAN�6719.co"' DRAWING No PNtxl[:PORT ST.L C FAC(349 e)t-0990 ••. F P `�: WALTER A T1LUT Jr.ME E. SEAL/SIGNATURE/GATE o� FLORIDA Uc.B 44167 m�if�-r�i. n �.� SHEEP. of 28 %,�!�:•. ••�\ ''�Z���TIIIIII1118NLNLL�` EXISTING WOOD EXISTING WOOD--� �5/16.0 TAPCONS XL W/ w"'0 TAPCONS XL W/� TRUSSES OR RAFTERR r TRUSSES OR RAFTER 2 1/2"MI..PENETRATION 2 1/2'Min.PENETRATION -1/4'0x5/4'TRY BORDEX 1/4'ozJ/4'ffW BUILDEX 1'x1"x1/8'OR 1O1'xt/8'OR @ 1'O.D.x0.060'CPIV. k 1O.D.z0.060'GAIN. TEN SCREWS W/ TIX SCREWS W/ EXISTING W000 EXISTING WOOD 2O2'x1/8'-- 2O2"I UO RU556 OR RAFTER. STEEL WASHER O 24"o'a TRUSSES OR BAITER STEEL WASHER O 24'o ALUMINUM TUBE I'O.D.x0.060'GALVANIZED ALUMINUM TUBE 1'O.D.x0.060"GALVANIZED STEEL HASHER O W4•o.c STEEL WASHER O 24'o.c. 5/I6.0 TAPCONS XL_. / r' 5/1s'0 TAPCONS%L / w/2 iETR Mn. (`_-_��� w/z 1/2•Mln. PENETRATION PENEDRATION ' O 24"o . - O 24'o.e. r /' F(2)2"x4D OR (2)2"x4-OR 2•z6'CONT— 2'x6"CONT.� r (2)2'x4'OR �� (2)2'x4.OR WOOD HEADER' ///��Q'''''''''1��� WOOD HEADER WOOD HEADER' �"� WOOD HEAD. REQUIRED ` REQUIRED WOOD HEADER WOOD HFAOAIM ER .I II/I REQUIRED ~ � REQUIRED OPENING \\ `�\ iii OPE�NIN6 L% N OQJI OILNc ' \ \ M OENINc'�` M vxi U o EXISTING , I EXISTING I y 5 EXISTINGEXISTING -} 1 I I �BIEAYSfIND I Dg�g GLASS— (BEYOND) 1� GLASS 1 ��, IXIB ( a GLASS- 1 DDEIiC(( B (BEYOND) I (BEYOND) I 1— (2)2O4.OR �— SFPARATKIN s LWEL. o Z (2)2•z4.OR AGn. ... i (2)2O4'OR(2)2•x6 . �-. I2'z6'CONT.�. ° SEPARATION 2'x6'CONi.� �_ SFPPRrttION CONT.WOOD f N(SASS WOOD STUD(SEE SRIEOILE DN v , WOOD SND \ SEE:AIFWIE ON 0 I (SEE SCHMM ON6T00 O 16' I 9HFET 20) = 3 \ 1 3 O 16"O.C. �• \ J'. ( x 3 O I6'D.C. SHEET 2D) x O.C.YAX. HEET 20) Y MAX STUD _ MAX.MA% REQUIRED L7t5 REQUIRED. SEE RED.SHEL7 r- 12HED -SEE ANCHORS SEPARATION Un. N (SEE SHEET 20J (SEE SHEET 20) ` ULE I JJ 20) I� HEET 21 TO GVSS IIIy"_' i I H •' 1 (SEE SCHEDULE ON GI •I SHEET 20) \\\ 0/8: 1 u/s 0/8 \i•1 (2)2•xa'OR \ \ i\\ ,3FE ANCHORS I SEE ANCHORS I i l WADI.RMSN \ 1 (2)2"x8' \ l\1 \I SCHE[X1LE 1 I L� CHEWLE Il EDGE O� \ F \\ CONT.WOOD i ON SHEET 21 EDGE OFF- I I ON SHEEP 21 OPENING` 1 TS 7 STUD O i s" 1(� D �}� OPENING -_ 1 I I 1 i Y '' O.C.MAX1 � l-I ©REWIRED. 1 ` 1 SEE ANCHORS E.O.. 111 E.O. ISCHEDULE 'l 1/2'.0.062• (SEE SHEET 1 L 2O4'x0.062'xLONT. 1'. . H. ANGLE 20) I I `fl I ��E II ALUM.ANGLE ON SHEEP 21 t 1,7 \5/16.0 TAPCONS XL 1 �� ` �\ `~�_5/16'0 TAPCONS XL 1\\ w/z 1/z•Min. 0/8 �1 0/8 ` w//z 1/2•MI.. `► 1 \ �/ \ PENETRATION 1\ I I PENETRATION 1 1 O 24'mc. \ .I' , II WP11 FINISH ®24'o.c. O/8 I 1 ,_1 0/8 2'z4'OR 2"x6'� \\ \ FINISH 2•x4'OR 2"x6.'-, 1 WNl FlNISH 2"W OR 2•x6 '�� 2'x4'OR 2'z8'� 1 EXISTING WOOD, CONT.WOOD \ \ I I I I EXISTING WOOD CONT.WOOD CONr.WOOD V EXISTING WOOD CONT.W000 P I d OECK OR BOTTON PLATE PECK OR BOTTOM PLATE EXISTING WOOD BOTTOM PLATE - �• DECK OR BOTTOM PLATE CONCRETE SLAB REQUIRED CONCRETE SLAB REWIRED \ DECK OR REQUIRED (� CONCREIE SLAB REQUIRED REWrt2E0. (SEE SHEET 20) \-- rRE00N2E0. (SEE SHEET 20) ` �\.CONCRETE SLAB (SEE SHEET 20) (�' rREOUIRED. (SEE SHEET 20) - .� REOUIRED.'1 _� t`( ���'` •• .°•,.•.•°.• � EDGE ��� I.• i ' � _�._ y (IF APPIlLA9lq • ff WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS N.T.S. s1liiilBS)� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ``.>`A� •tt•�,..il.•..tti�tt." Tom''' 02020 TILTECO INC. nT •f DRAM BY: ENS 11Tauf lus RolJingS6cNarSgstem os/e/2o2o N0.441637�� IL EG O fwc. EXPERT SHUTTER SERVICES INC. DAI TILLIT TESTING @ ENGINEERING COMPANY JL•Asrt J.1166 BOB S.W. UCIE.F E 349 ZO-OE4 DJpJI-ta]0.rm:(JW}�N-1'J.iN PORT .W WHIT RE DRIVESTATE OF a- 0:blteca0ool.eom DRAWING Na CA-0005719MOND(e0D)749-W56.rAx:(772)WI-D9YD a WHITER A TIILT Jr.P.E F�0 RI0 .•��C �, SEAL/SIGNATURE/DATE FLORIDA LI /44167 mn-su / SHEET 7 of 2s ACA-A/A/lllfl1f 11111N1TT``` . —in.E.D:--i POURED CON •\ --�Jin.E.D. --uin.ED. O O OR GROUT Fl \,` O OI OR JO- POURED \ OI ORO-\ CONCREIE BL K CONCRETE OR POURED OR d coN CONCRETE OR d (SEE SCH LES ON (SEE SCHEDULES ON LTtOtn FlLLED—=\ (SEE SCHEDULES ON`\\ CONCRETE OR GROUT FlLLED SHEETS 17 18) SHEETS 17&18) CONCRETE BLOCK SHEETS 17& 18) GROUT FlLIED—\ �U (SEE SCHEDULES ON CONCRETE \ \ CONCRETE BLOCK \\ SHEETS 17&18) BLOCK ,\ 1/rO 2 H * \\\\ \ \�\\�\\��\ \\\\11 r ��c. /{ oR E1 .54 . 2. ri q)� E2 oR E�3-~OR 1/e'SUP1/2,1/4 0 4'G.C.oR 1/e•suP D oR 1/8'/SUP D ®4'°'C' 1/2', 1/4 SECTION W�FLUSH MOUNT (WALL) OR I/esLIP TR PP 0 BUILD-OUT MOUNT SECTION P—P (PLAN) SECTIONS 0-0 (PLAN) BUILD-OUT MOUNT SCALE:3/16-_I- INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SCALE 1/4•_1' _- ©-. COR G�1- f©OR© i I ©OR©-. OH A IPF f^H` ®4• 2.750• 0 4'G.C. `4 ®4'o.a O -- \\mall _ G.O� ,/ .G. /� „2'.,-,4• ,_O a SLIP OR 1/8 OD1/2=1/4' z,i/4' 1 _ = SECTION 0'-0' (PLAN) OR 1/8•SLIP O 1/R i/8•SUP I OR,1/8'SUP OR/2/8'SUP lOR 1/81 SLID GR/;jB'�-P ORIENTATION 1 OD b (p WALL MOUNT END UWON SECTION Q—Q (PLANS SECTION Q—Q (PLAN' SECTION R—R (PLAN) SECTION R'—R' (PLAN) H ORIENTATION 1 ORIENTATIONOEND MU ORIENTATIONS 1 2 ORIENTATION #2 OA r®4'o.c. (A�WALL MOUNT END MUWON WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION 1 _ t INSTALLATION DETAILS INTO MULLIONS G G1 G2 s SCALE:1/4•-1' �OR1/8- • I07/4,P, i _.. 1 (2) 2•x4" OR O UP _ OR 1/8•SLIP �!D 2"x6" STUDS— �. O. (2) 2"x4" OR (SEE SHEEN' 20) � � (SEE SCHEDULE 2"x6" STUDS I /1 ON SHEET 21) * ALTERNATIVELY TO QH A G (SEE SHEET 20) �'40' (SEE MULE MIN. 1/2" I 1'�4"43-200�4" S.S. M.S. �' ON SHEEP 21) PLYWOOD / , I W/ NUT MAY BE USED SECTION 0'—Q' (PLAN) MIN. 1/2" , �- FOR THIS CONNECTION PLYWOOD / J 1 I WALL MOUNT ENDORIENTATION& NTER OR MULLION --- — @OR E3 1.7507z"0• 2'oR 1• OR 1/8-SUP �O 0 4'o.c. D I t/z',t/4' �LLI)11TI11(!' ' FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) a OR 1/8-SLIP � .. (tl..•••••• ��i., 02020 TLTECO INC. FLUSH MOUNT (WALL) Q,,����.'" E �/�% 11�autiluS DRAWN M.P. BUILD-OUT MOUNT `S�; ��C NS C ftmngShuNerSystem 08/8/2020 SECTIONS 0'-0' PLAN No.4416 _ �L C O INC. DATE ( TILLR TESTI N G&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. // ...•�o".b•. lsi-''lc�io'.ram.,( �'lyji'"� V8 S.W.WHIfMORE DRIVE 20-064 INSTALLATION DETAILS INTO EXISTING WOOD BUIL[�JVS STATE OF :41Z Iwsle � .- .it Dnec.0-1— FORT ST.LUCIE,FL 34984 00 DRAWING Na SCALE 1/4-a 1• �• ;' WALTER A.T81R1Jr.P.E. )149-c�i,PAL•ryri)MI-0%O�• CORlO •^� �T SEAL/SIGNATURE/DATE FLORIDA Uc,t 4416 n1 1SHCCf 8 OP24 ��'Atn,miuAlaataA`� 1/2'Min. E.D.- 3"--f--4 1/2• Min. E.D.'J`�'FOR 3/8.0 CALK-IN ANCHORS (4) 3/8.0 CALK-IN ANCHORS OR 3 Min. E.D. --3"Min. E.D.—II—FOR 1/4.0 SOLID-SEr ANCHORS (4) 1/4"0 SOLID-SET ANCHORS OR " Min. E.D.--- Min. E.D.----t•—FOR 3/6.0 KMK BOLT TZ EXPANSION ANCHORS (4) 3/B'0 KWIK BOLT TZ EXPANSION ANCHORS OR (4)ANCHORS* PER (4) 5/16"0 TAPCON XL ANCHORS1" —3"-�1- STORM BAR CONNECTION, 1/8" Min. E.D r4/ 18' Min. E.D.—I•—FOR 5/16.0 TAPCON%L ANCHORS 5/16"0 TAPCONS%L W/ �/ SEE'TABLE 2 ON SHEET 23 EDGE OF SLAB EDGE OF SLAB IF APPLICABLEVI IF APPLICABLE 2 1/4•Min. EMBEDMEjMin. 1' I (Typ. TOP& BOTTOM) & 1"O.D.x0.060"GA 1- / /,�� STEEL WASHER 0 24" - , _ K KR 0 2 2"x2"x1/8"xO'-5"(6063-T6 ALLOY) II 2" 40 POURED CONCRETE— ,POURED CONCRETE' , ALUMINUM ANGLE FA SIDE W/ W-3 Ksi)5'min. .1.— (Pc-3 Ksi) 5'min. 2" O (2 1 4'0-14x3 4" IT4 UILDEX TEK THICK REQUIRED p I1 �- --5/I6'0 4"Min. %L THICK REQUIRED .L SCREWS TO STORM BAR UKW/2 1/4"Mln.1"0 D.x EM& rb --5" (TYP. TOP & BOTTOM) C;jSTEEL WASHER 0 i—' SECTION S-S f 24'o.c. ([ I \ i I`[ 11NE SCREW FlILLY � WCl"� \S FHBEDDID INTO INCNOa II I L K F�ItI. I I Ibl I! f ANCHOR 1" Min. FOR 1 —BOX WIND ZONE '-3 t II I I I DETAIL 2' Min. FOR II I I t'SEE STEP J ON SHEET 14 FOR SPECIAL �`+ II _ ,t1 * 1/4"0-20 OR 3/8"0-16 MACHINE SCREWS USED JOINTLY W/ WIND ZONE--if L•- I TREATMENT STEP FOR WIND ZONES 1 R S 3 2dw �— 1/4"0 x 3/4"SOLID-SEr OR 3/8"0 x 1 1/4"CALK-IN ANCHORS z c`Vv 4 II w 1" Min. FOR II I RESPECTIVELY SHALL BE LEFT TOGETHER W/ANCHORS AT THE TIME a w WIND ZONE•-•� I STORM BARS ARE REMOVED. (SEE DET.A). 1-3 II EXTERIOR e:>_ I N II t SEPARATION TO I d o II I I _ (2)ANCHORS* PER z GLASS II _ STORM BAR CONNECTION, B(SEE SCHEDULES ON' 2" Min. FOR II I- I' - O p J o WIND ZONE--H (SEE TABLE 3 ON SHEET 23 tl SHE 15 & 16) I w 4 T BEYOND I(Typ. 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EMBEDMENT TO J Q/8 or — Q/8 or o w R/8 or II 1f R/8 Of TOPR& BOOM)POUED CONCRETE (Typ 4"EXTQ110R 4" EXTERIOR zo J u R'/8 ii I I R'/8 DMOR I I I n I G1 8" w I 1 It 2• 1 1�2• -- 1 1/2• X1 X1 1 1/2' 3"x3'x1/2°xO'-B' (6061-T6 ALLOY) 3"x3'xl/2"xO'-8" (6061-T6 ALLOY) (TYP,TOP/Ba—)'I (I1P.TOP/BOTTOM) Alum.ANGLE EA- SIDE W/ 2) 3/4"0 Alum.ANGLE EA. SIDE W/ 2)3/4"0 II Eq."�--E0.= 1 1/2- THRU BOLTS TO MULLION Pj&(1) THRU BOLTS TO MULLION 0& (2) 3/4°0 KWIK BOLT TZ EXPANSION 3/4-0 KWIK BOLT TZ EXPANSION II 2" 2°^ ANCHOR W/6"Min. EMBEDMENT TO I ANCHOR W/ 6' Min. EMBEDMENT TO POURED CONCRETE (Typ.TOP& POURED CONCRETE (Typ.TOP& SECTION XI-XI W/ * BOTTOM) BOTTOM) POURED CONCRETE rjI / (f'° = 3 k'i Min.) (END & INTERIOR MULLION) (END MULLION ONLY) (INTERIOR MULLION ONLY) l/I✓//: B"Min.THICK REQ'D. # I EDGE OF SLAB ORIENTATION N 1) ALTERNATIVES SECTION X1-X1 W/ G1 EDGE OF SLAB L 1 (8"X4°) IF APPLICABLE IF APPLICABLE (W/ ORIENTATION # 2) FOR (2) 3/4.0 KWIK BOLT TZ EXPANSION _ (4"x8") Min. E.D. Min. E.D. 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SECTION W-2 =*; * f/ mss x.a.sHn st•se sos vwcww c sxs.".ast°° 668 S.W.WHRWORE DRIVE Pn"".:(smlcn-lsso.rm:(JosXm-tmi 20-064 END&INTERIOR WALL MOUNTED MULLION INSTALLATION " PORT 5T.LaUCIE,; 34986 %'0'' STATE Q :•�` -ma6:l6tecoeaol.com PNON[i(800)71V-9056.rAC f772)871-0990 DRAWING H. CA-0006719 ��O, /,` WALTER A.11F Jr.P.E. SCALE: 1/8"= 1' ZOM •'•\ . SEAL/SIGNATURE/DATE FLORIDA De.p 44167 v" SHEET tt Drxs ''x//ll11111111AI I41t111111\` 1/4'0x3/4'ITW BUILDEX TEK SCREWS EDGE IF APPLICABLE EDGE IF APPLICABLE- 2"xMULLION DEPTHx1/8'. Cont. W/ 1'O.D.4.060"GALVANIZED STEEL ALUM. TUBE (TOP & BOTTOM) W/ WASHER 0 24'o.c. r \ �• ,,�,\'\�\ EDGE IF APPUCABLE 7 1/2"Min. E.D. �5/t6-0 TAPCONS XL W/ 2 1/4"/ _ __1 _ r��\ 2•'I 7 1/2' Min. E.0 \ Min. EMBEDMENT 0 24' o.c. / 1 f z' �\ MIN. E.D. iL—� 7 1/2" Min. E.D. 2' 2' �--� i1 )/q• -�--� � I 2' -'� \ POURED CONCRETE POURED CONCRETE (f'c = 3 ksi Min.) I ( \ 6" Min. THICKNESS DQERIOR 3 1/2" I \ (f'c 3 ksi Min.)__ q^D(IFRIDR REO'D. •N 1 v� 6" Min. THICKNESS REQ'D. \� 1 \\ CONTINUOUS POURED END CAP I —2'\ w 7 1 2" CONCRETE(1'c Min E.G. 3 16i Min.) \ 7 1 2"Min. E.fY"^ a . \ / _ 7 1/7."Min. E.D,� L\ Z 6"Min. THICKNESS 4'---I I L4'x4"x1/4" 4'x4'x1/4' (6061-T6 ALLOY) O REQ'D. \j f , (6061-T6 ALLOY) lum. ANGIf FA SIDE. -"©OR G1 EDGE IF APPLICABLE Alum.ANGLE EA. SIDE. EDGE IF APPLICABLE MMOR ALTERNATIVE SECTION X2-X2 W/(G)OR * ALTERNATIVE SECTION X2-X2 W! M* ANTERIOR MULLION END & INTERIOR MULLIONS) F (W/ ORIENTATION #' 2) (WI ORIENTATION P 11 Q/8 or ii FR/8 /8 or (4"x6" Or 4"x8") (8"X4") Z� R/8 or i j or N w R1/8 ii �� j R'/8 O SEE MAXIMUM©(INTERIOR) & G1 (END & INTERIOR) WALL om "—_I !. MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR R 1" I `j (WALL MOUNTED SHOWN, MAY INSTALLATION CASES I' & II' ON SHEET 25 DIISING ii Min. I I — BE ALSO INSTALLED TRAPPED (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): GLASS I j MOUNTED PER SECTION R'-R' I I ON SHEET 8.) INSEA-AAON CASE p - RESIDENTIAL AND COMMERCIAL \`\\ ,� APPLICATIONS WITH ±60.8 P.s.f. Mtn. E.D 1" L 1 1/2'xt 1/2"x0.062"xCONT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE 7 1/2' __ ANGLE W/ 1/4"Ox3/4" ITW BUILDEX RATING, 12'-0' MAXIMUM MULLION MIN. E.D. TEK SCREWS 0 24" O.c. TO TUBE. SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR © 1 i/4" POWER FASTENERS WEDGE-BOLT I j--_ — 1 ANCHORS. 17 3 1/2" 13 11/2^6. X2 - X2 115TALLAT1oN CASE II' - COMMERCIAL APPLICATION FOR t100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" (rm.TOP/em10N7 1 t/a' \, — — 1 t/a� (TYP.TOP/60170N) MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO - CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. 7 1 2" CCWNUOUS POURED \ 1 4"x4"xl/4"x0'-6'(6D61-T6 ALLOY) Alum. ANGLE MIN.E.D. CONCRETE(rc=3-0—, EO EQ_ EA. SIDE W/ (2) 1/2"0 THRU BOLTS TO MULLION -;I\ A4n.) 6"Min. THCKN & (2) 1/2"0 KWIK BOLT TZ EXPANSION ANCHOR • SIDE RAIL QD NOT SHOWN FOR CLARITY `�REQ'0. \\` W/ 3 1/4" Min. EMBEDMENT TO POURED CONCRETE WALL. (TYP. TOP & BOTTOM). .µ��ip J(I (�� EDGE IF APPLICABLE `S�N���S1� /'4�i FLORIDA BUILDING CODE(Non Higfi Velocity Hurricane Zone) WALL MOUNTING:MULLIONS n OR P•. ' ' 02020 nLTECO INC. DRAWN BY. POURED CONCRETE WALL `�:' ��OE�S�c � %y autilus M.P. RclUngS6nffer 06/6/2020 sEcrloN w2 No.44167 IL C O INC. DATE OEND&INTERIOR WALL MOUNTED MULLION INSTALLATION YILLIT TESTING ENGINEERING C011PANY EXPERT SHUTTER SERVICES INC. •O'• Yk- �yr7/La "" .'�" mn'Iss o'.'r�w'ai''t -,sni,�,ce css S.W.T. UCIE.FL 3495 20-064 STATE F CC e mail:GteroOool.eam PORT Si.WC E,tti 349aa DRAWW6 N. APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING L S �`�, CA-000671a nwxc(too)74e-a a.�Ax�n2)nl-oaoo WALTER A TILLR Jr.P.E. SCALE. 1/8'= 1' 'ry��i S�O"••"�`, �p"FP.E. SEAL/SIGNATURE/DATE FLORIDA Da.f 44167 sxEET11AOP26 /11f1111111111' ---9'Min. E.D. ----J'Min. E.D.--_ --FOR (1) 3/4"0 KWIK BOLT C ANCHORS® END MULLION�EXPANSION MULLION3"x3'xl/2'xO'-4' 1 (ORIENTATIONS #1 & #2). (6061-T6 ALLOY)Alum. 1 11 2" ANGLE EA. SIDE W/ (2) - FOR (2) 3/4'0 KWIK BOLT T! E PANSION 3/4.0 THRU BOLTS TO _/ Min. E.O. Min. E.D. ANCHORS ® INTERIOR MULLION 1 1/2' (ORIENTATION #2). MULLION & (1) 3/4"0 - KWIK BOLT TZ EXPANSION EDGE Of SLAB I _EDGE OF SLAB ANCHOR W/6" Min. �1 1-'f 1 7� EMBEDMENT TO POURED IF APPUC (ABLE { I I / ,{/I II yJ IF APPLICABLE CONCRETE (Typ.TOP & BOTTOM) (i2 J 7 DMOR POURED CONCRETE II L (Pc = 3 ksi Min.) li 3' "' ' 8"Min.THICK REO'D. II T II I f 3" II II _. EXISTING�� I q•_ GLASS B SECTION X3-X3 W/ Zen n CT2 (END MULLION ONLY gal ii � t. 1/ q•._ 1 1/ " (W/ ORIENTATION K U t 1/2' 1 1/2' n (7"x4..) 3• 3' N o N Qr/8 Q1 /8 7r- f za o 4" EXTERIOR N ii I G2 0 EXR7lI0R o w II I 1 1/2- .: 1 1/2" w II 1 1/2' lJ I 1 1/2' 3 1/2' 3 1/2'- / X3 X3 / / (Typ.TOP/BOIION)jj I (ryp,TOP/BOTTOM) 3'x3"xl1/2'xO'-7- (6061-T6 ALLOY) L3"x3"xl/2'xO'-7?(6061-T6 ALLOY) II E0. EQ. Alum.ANGLE EA. SIDE W/ 2) 3/4"0 Alum.ANGLE EA. SIDE N/ 2) 3/4"0 THRU BOLTS TO MULLION & THRU BOLTS TO MULLION & POURED CONCRETE (1) 3/4"0 KWIK BOLT TZ EXPANSION (2) 3/4'0 KWIK BOLT TZ EXPANSION 3" '(f'C = 3 ksi Min.) ANCHOR W/6"Min. EMBEDMENT TO ANCHOR W/ 6" Min. EMBEDMENT TO II ® 1• 8" Min. THICK REQ'D. POURED CONCRETE (Typ. TOP & POURED CONCRETE (Typ. TOP & BOTTOM) BOTTOM) %•�/�/%�� }( I i ✓,jj//�jL (END MULLION ONY) (INTERIOR MULLION ONLY EQGE OF SLAB ALTERNATIVE SECTIONS X3-X3 W/ G? ) r� I IC SLAB IF APPLICABLE r � IF APPLICABLE (.W/ ORIENTATION 17 2) FOR (2) 3/4.0 KWIK BOLT TZ EXPANSION (4"X7") 9" in. E.D. L-9"Min. E.D. -(((���ANCHORS ® INTERIOR MULLION® + SIDE RAIL D AND BOX NOT SHOWN FOR (ORIENTATION #2). CLARITY.E: RAI O / Min. E.D. ." Min. E.D.-- FOR (1) 3/4"0 KWIK BOLT ��FJ(yµ�L'1,Icl�',u1cp���{Wp ANCHORS ® END MULLION I" I!(� lei FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) (ORIENTATIONS #1 & #2) Q��, .••"""•• 02020 TILTEL'0 INC. • DRAWN BY, ;��?'��cENsS. a 1ItIYiIlS Y.P. FLOOR TO CEILING/TRAPPED MOUNTING:MULLION a ' : N0,4416 xoHmyshutfersystam 0e/e/2020 SECTION W-3 _ �L E C O INC. DATE TILUT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. STATE OF :'� /1',/ °J� ne:{imja,"Ism.-;( m) a t1 1y1L6 668 S.W.WNITMORE DR VE 20-064 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * =9'•. `� °-m° �`°°°�°°'°�^ PHONE,(80 RT;a-n55 rax 1n=;�;'_BB. DRAWING No "ZORlD �' cA-0006719 SCALE: 1/8"= 1" i/�'/C'••. \ G - WALTER A TV-LIT Jr.P.E. on[ �iSs"•1"' �`p'P.E. SEAL/SIGNATURE/DATE ROR10.4 LI..f 44167 vsm av SHEET 12 of 2. • /1111111111l11H O SEE MAXIMUM©(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Min. E.D. Min. E.D. COVERED BY SCHEDULE lb' FOR INSTALLATION CASES Ir Ia & II EDGE OF SLAB I`(SEE SCHEDULE#1)'1 (SEE SCHEDULE #l)-IEDGE OF SLAB ON SHEET 25. IF APPLICABLE / /J IF APPLICABLE (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSfALI.AT(ON CASE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH t60.8 p.s.f. MAXIMUM A.S.D. DESIGN n p _p_ \ 3'x3"xl/4'xO'-7" T' 1' PRESSURE RATING, 12'-0" MAXIMUM II POURED CONCRETE -J'-5•� Alum. N ALLEY)—�. MULLION SPACING. "C 3 ksi Min.), plum.ANGLE EA. SIDEh --7 II I SEE SCHEDULE #1, W/ (2) 1/2-0 THRu3" SEE SCHEDULE 1 FOR ADDITIONAL SPECS. II J BOLTS TO MULLION® INSfAUATION CASE In - RESIDENTIAL AND COMMERCIAL APPLICATION J I W/ ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN EXISTING-11 J 2" EXTERIOR PRESSURE RATING, 8'-0" MAXIMUM MULLION GLASS II J _j SPACING. 1' G31 1/z' SEE SCHEDULE #1 FOR ADDITIONAL SPECS. II Min. J Z G3 1i%z' J _ INSTALLATION CASE H - COMMERCIAL APPLICATION FOR t100.0 p.s.f. n EXTERIOR 4) ANCHORS _7" MAXIMUM A.S.D. DESIGN PRESSURE RATING, �- II SEE SCHEDULE #I) 8'-O" MAXIMUM MULLION SPACING. SEE u w J SCHEDULE #1 FOR ADDITIONAL SPECS. =o ® It J o� _I_ ALTERNATIVE SECTION X3-X3 W/�* Q•�8 Q'�8 (W/ ORIENTATION # 21 SCHEDULE #1 o (2"x7" INTERIOR MULLION ONLY) m w II J MIN. S MIN. EDGE Z II INSTALLATION T}(ICKNESS ANCHOR TYPE & SIZE MIN. ANCHOR DISTANCE FOR 00 II I CASES REKNE (TYP. TOP & BOTTOM) EMBEDMENT ANCHOR n J. n J • SIDE RAIL(A)AND BOX NOT S 3/8"0 HILTI INC HUS-H HOWN „ J FOR CLARITY. SCREW, ® II J ® I 4" 3/8.0 POWER FASTENER 2 1/2" 5 1/2" X3 ii J X3 WEDGE— BOLT ANCHOR (TYP.TOP/BDTTOM)li J (TYP.TOP/BOTTOM) $ 4" 1/2"0 HILTI INC KWIK 2 1/2- 5 1/2" BOLT TZ POURED CONCRETE H 8" 1/2"0 HILTI INC KWIK 3 1/4' 7 1/2' II I 3' (f•c=3 ksi Min.), BOLT TZ SEE SCHEDULE f1. EDGE OF LAB JEDGE OF SLAB IF APPLICABLE IF APPLICABLE Min. E.D. Min. E.D. 1 (SEE SCHEDULE 81F_ -(SEE SCHEDULE#1) FLOOR TO CEILING!TRAPPED MOUNTING:MULLIONS(G3) SECTION W-3 II�Ij /y FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) /�C ///// O 2020 17LTECO INC. • DRAWN BY: \\P� T NdLItilu5 M.P. �\C ENs'•.� F RoHiugShutferSys(em 06/e/2020 Q INTERIOR TRAPPED MOUNTED MULLION INSTALLATION _ No.4416 1 L E C O INC. DATE 71LUT TESTING—ENOINEERIN-COMPANY EXPERT SHUTTER SERVICES INC. APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INS LATIONS ?Tk '� � ema Pnmie p0�0 Wf-1�10.rv�i (Jaslm"1,lt�lor 668 S.W.WHITNORE ERNE 20-064 mail:Glleno)"ol.com PORT ST.LUCIE.FL 34884 p STATE OF . ca-0006778 A Pxoxe(eao>a.e-vvv,rax:(M)"1-09e0 DRAWING No •�` '�• WALTER TIP.E.ir Jr.P. our ',,��'•F�ORIDP.'��\��• SEAL/SIGNATURE/DATE FLORIDA Uc.IT 44167 �,-a. SHEET17Aor28 EDGE IF APPLICABLE 2'zMULUON DEP.THx1/8'Cont. 1 ALUM. TUBE(TOP & BOTTOM) W/ 1/4'mzJ 4"fRY BUILDEx 7EK SCREWS 1 5/16"0 TAPCONS XL W/2 1/4" .''-W1 1+O.D.x0.060"GALVANIZED STEEL 2 1/6" \ Min. EMBEDMENT 0 24'o.c, WASHER 0 24"o.c. 7 3/4' Min. E.D I MIN. E.D. I J EDGE IF APPLICABLE 1_ 7 3/4"Min. E.D. \ CONTINUOUS POURED--_� 7' CONCRETE(f'c=3 ksi Mn.)N 10 I J •\ ?" 1 I 8"Mlm.THICK REQ'D. \ POURED CONCRETE (f'c = 3 ksi Min.) END CAP 8" Min. THICK REQ'D. \\ 4' MERIOR wl 7 3/4" NOTCH WEB 2" f Min. E.D. E0. E0. (TYP. TOP/80T\70M) --------�21 4I` 7 3/4"Min. E.D. (6061-T6 ALLOY) r N irMin. I lum. ANGLE EA. SIDE. D (WALL MOUNTED SHOWN, MAY BE m Ex G_II I ALSO INSTALLED TRAPPED MOUNTED EDGE IF APPLICABLE� m= iI I PER SECTION Q'-Q' ON SHEET 8.) o DMOR SECTION X4-X4 W/ G7 (END & INTERIOR MULLION) U ® R ® (W/ ORIENTATION 2) Q'/8 n I, Q'�8 (4"0°) 3. m— ( Min. E.D \ 1 I I t 1/2"xl 1/2"XO.062"xCONT. ALUM. • SIDE RAIL�D NOT SHOWN FOR CLARITY 7 3/4" �, ANGLE W/ 1/4"Ox3/4" 11W BUILDEX MIN.I E.D. ;\ ----TJ .. SCREWS 0 24" o.c. TO TUBE. 1/2" 7" CONTINUOUS POURED \' 10" CONCRETE(fc=3 W Mn.) I 8" Min.THICK REQ'D, \ I 7" (TV.TO)/BOTTOM) 1 1/2" — "T\ I Al 1/2-f (m.TDP/8OTTDH) ----\- T 7 3/4" _ MIN. E.D. N \-4"xex3/8"xO'-10"(6061-T6 ALLOY)Alum.ANGLE �\ EQ EQ EA, SIDE W/(2) 3/4"0 THRU BOLTS TO MUWO�,, i1k!I '��tu/ij,� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone \�.\\\ \\\\ \ 4 & (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCH( 't ( 9 Y ) W/ 5' Min. EMBEDMENT TO POURED CONCR P•• ✓ o2ozo TaTEco INC. ��rr *' •g ' EDGE IF APPLICABLE-' WALL. (TYP. TOP & BOTTOM). �.�C ENi ••��� Nautilus us DRAM.�' WALL MOUNTING:MOUNTING:MULLION N0.441 7 = W Roiling ShutterSysfem 06/8/2020 POURED CONCRETE WALL s* IL: ECO�pe. EXPERT SHUTTER SERVICES INC. DATE TLL)T TESTING&ENOINEERINO COMPANY SECTION W4 = o STATE /2rnO °n' o i'P' ��O°'n'��°0 666 S.W.WHITMORE DRIVE (S35)mI-rnw.To:(x•,16N-aI PORE 5T.LUCIE,il.34°64 20-064 ••• -matt:UJI,..0vol.wm DRAWING N. END&INTERIOR WALL MOUNTED MULLION INSTALLATION �.��Fss/toR(�.,N� WAL �'µ,RE. M� "4°-°°R �"Xw"°'���° — 6HEET„ OF 26 ��i ON L �� SEAL/SIGNATURE/DATE67 IIIIIIIHI EDGE IF APPUCABLEI EDGE IF APPLICABLE 2'xMULL10N DEPTHx1/B" Cont. _1 ALUM. TUBE (TOP & BOTTOM)W/ �t 1/4'Ox3/4'fIW BUILDER TEK SCREWS �5/16'0 TAPCONS XL W/2 1/4" ty 1"O.D.x0.060"GALVANIZED STEEL Min. EMBEDMENT 0 24' oDIWASHE/ \ Min. E.0 I \\\ WASHER® 24'o.c. 4 3/8"Min. E.D. 4 3/8" II MIN. E.D. G3 CONTINUOUS POURED 3 1I 2" �� 80 CRETE Min THICKNESS AUa) F ? REO'D. WMOR 4 3/8" \ 7 1/4" Min. E.D.\\\\\\\\\\\\\ll\\\\ t �\ w i END CAP 4 3/8'Min. E.D. CONTINUOUS POURED—/ Z CONCRETE(fc=3 ksi Min.) 0 8"Min.THICKNESS �_ g REQ'D. I Min. T I' ` / G3 EDGE IF APPLICABLE) �_ SECTION X4-X4 W/ G3 II � o I (WALL MOUNTED SHOWN, MAY (INTERIOR MULLION) $N EXISTING ii D BE ALSO INSTALLED TRAPPED (W/ ORIENTATION # 2) w CLASS --n I MOUNTED PER SECTION 0'—Q' 2"X7' a o �I I ON SHEET 8.) ( ) w ° t EXiFRiOR OSEE MAXIMUM©(INTERIOR) WALL MOUNTED MULLION SPAN N ® ® COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & n II' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND Q�B n Q78 SPAN INSTALLATION): INSTALLATION CAS r — RESIDENTIAL AND COMMERCIAL Min. E.D 1 —ANGLE 1/2"x1 1/2"x0.062"xCONT. ALUM. APPLICATIONS WITH ±60.8 s.f. 4 3/8" --� ANGLE W/ 1/4"0x3/4" ITW BUILDER MIN. E.D. 1" MAXIMUM A.S.D. DESIGN PRESSURE TEK SCREWS ® 24" o.c. TO TUBE. RATING, 12'-0" MAXIMUM MULLION ® SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILT] INC HUS—H OR X4 X4 3 1/2" POWER ER FASTENERS WEDGE—BOLTX I ANCHORS. ---�— — INSTALLATION CASE II' — COMMERCIAL APPLICATION FOR f 100.0 I p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" a 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 WALL. (TTP.TOP & BOTTOM). CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. EDGE IF APPUCABLE-/ CONTINUOUS POURED • SIDE RAILQD NOT SHOWN FOR CLARITY CONCRETE(fc=3 ks Miia) 8"Min. THICKNESS REQ'D. `���� ,... ,•�/ ZZZ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) WALL MOUNTING:MULLION S\P•• �CENS p%y O7a20 TILTECO INC }fir DRAWN B., POURED CONCRETE WALL \ F Nautilus M.P. SECTION W4 F No.44161 RoRiag SbufferSfafam 06/8/2020 0 INTERIOR WALL MOUNTED MULLION INSTALLATION * ='� * 11. E I O G rn DATE -o'• STATE OF ;'� TLUT TE9TNC @ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. =.,f,l _�� rtm N.r scu,sY..su.sm,xxc�vu eq rt aloe 660 S.W. UCIE.FL 349 C! `lilJ PI4,.:tsmN�:-:sso.r..�csasbr�-1mi 20-064 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING IN 44-AT4M "—mall,-000 719""m PART ST.LULIE,FL 349M P • ` CA-0006719 NONE,(SOD)748-YWo,fAx:(n])171-a91e DRAWING No SCALE: 1/8" 1' S' C;rC WALTER A TIU.Ir Jr.P.E. u Z�iZ S/ONALE ����� P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.;44167 un n_,w n� SHEET 13A or 26 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.f.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT NO STORM BARS SPAN"L"(ft)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT NO STORM BARS SHALL STEP 2:ENTER TO CHARTS (Ia, Ib & Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 12" BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p.s.L);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L"ft. 2.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&26 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12'.6'OR 71,AND DETERMINE MAXIMUM MUULLII N SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(G,G GG��& G ),MULLION TYPE& MULLION ORIENTATION. • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3.SEE SHEETS 10,10A,11,11A,12,12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOLLOWING OWING DEFINITION FOR SLATA SPECIFIC PRODUCT ING SPAN SHALL TION BECONS DEREDUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR CONCRETE FOR A GIVEN MULLLIIONITY CEILING .6 VSIA,L MOUNTINGS OF MULLIONS INTO LKAAx:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 12"SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A.S.D.DESIGN PRESSURE RATING. 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ic:PROVIDES SEPARATION SHALL BE BASED ON CHART le,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va.Vb&VU 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. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4a:IF STORM BARS ARE USED 4.ENTER SCHEDULES I THRU 2c ON SHEETS 24,25&26 W7 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.,12'.V OR 7'),AND DETERMINE MAXIMUM MULLION PAN CHART le,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN( G MULLION TYPE&MULLION ORIENTATION. 2 ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE 5.SEE SHEETS 10,10A,11,11A,12,12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP& MAXIMUM BOTTOM FOR FLOOR TO CEILING PPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM A GIVEN MULLION TYPE(©, ®&©). 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS * PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME STRUCTURES. STORM BAR SPACING. ,(� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) ENs ':`�'/may_ 02020 71LTEC0 INC. �r�a_j0��� DRAWN 9Y: q �,Y usj M.P. RollutgS6uNerSyafem os/e/2020 No.4416 oL E C O mc. DATE TILLR TESTING n ENGINEERtIIo coLIPANr EXPERT SHUTTER SERVICES INC. ..t.x.w.xt sI.no.am,wDGrw Dxuxs.n i7lea 668 S.W.WHITMORE DRIVE 20-064 Iwan.:s(wa)e7I-Is7o.1n.:<.m)mt-:m: STATE OF ,_m,,,,wtDDo®,,,.DD PORT ST.LUCIE.PL 34984 DRAWING ND %gyp F r P :'(� CA-0006719 PHD 80D)74a-9 6.rAxx(na>eTt oPCD �`•',, �Q �` / - / - WALTER A TILLR Jr.P.E. ��i Fi$'S'" •• E. SEAL SIGNATURE DATE TLORIDA U..A 44t67 - ✓.� m SHEET 14 OF 26 t /giy1111Rlllll - - SLAT PERFORMANCE CHARTS Ia. Ib. Ib' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.f),PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS Wf OR W/O STORM BARS CHART Ia CHART Ib CHART Ib' CHART IC USE MAXIMUM VALUE BEEMEEII POSITIVE AND NEGATIVE ASA.LOAD 3/8"0 KVVIK BOLT 3 ANCHOR 5/16"p TAPCON XL ANCHOR 5f16"p TAPCON XL ANCHOR USE MAXIMUM POWIVE ASA.LOAD VALUE POURED CONCRETE TO POURED CONCRETE TO GROUT FILLED CELL CONCRETE BLOCK MAX. MAX. SLAT SPAN MAX. SLAT SPAN MAX.��S��L�AT SPAN REQUIRED MIN. SEPARATION TO GLASS DESIGN 'LMAx.' (�) "L (� LANA.' FT) MEASURED TO BACK OF SLAT (in) WALL TRAPPED MD-OUT RURD-. WALL 7RAPAm BU¢D-OUT �GR LIDUNT Mom u�(u�w( uD�uNr w/� WOUNT uaDrr u�UNF v'L MOUNT W/0 MINT MOUNT. W �W/Q W/0 STORM BARS W/STORM BARS (ps1) SEE NOTES,# SEE NOBS# SEE .y SEE NOTES# 5¢tDfES# sEE NOIC;# l9 O�y SEE NOTES* sE N7f6# SEE NDIES# EE O� yg N0�* WIND Z WIND ZONE ND Z VAND ZONE S¢MrnEs# STE NOTES# SEE NOTES# 1-3 4 1-3 4 30.0_ 20'-0' _IV-4" 20'-0' 20'-0' 20'-0• 15'-4' 20'-D" 18'-0' 20'-0• _15'-4' 18'-0" 15'-6" 1" 14 1/2" 6' 7' __ 35.0 20'-0" 15'-3" 20'-0' 18'-0" 20'-0' 15'-0' 19'-O' 16'-3" 20'-0' 15'-0' 16'-3" 14'-0" 1" -14 1/2- __- 6" 7' 40.0 20'-O' 15-2' --•19'-7' 16'-6'_ 20'-0" 14'-5" 17'-4' 14'-10' 18-11" 14'-5' _ 14'- 00 12'-9" 1' 14 1/2' 6' 7' 45.0 20'-0' 15'-0' 18'-0' 15'-3' 20'-0' 14'-2' 1, 0' 13'-9" 17'-4' 14'-2" 13'-9' 12'-0' 1' - 14 1/2' 6' 7' 50.0 20'-0" _14'-10" 16'-9' 14'-2'_ 19'-1' 13'-1' 14'-10' 12'-10' 16'-2' 13'-1' 12'-g' 11'-0' 1' 14 1/2' _ 6' 7' 55.0 20'-0• 14'-8"-_ 15'-8" 13'-4• _17'-9"_ _12'-4" 13'-11" 12'-1' 15'-0' 12'-4' 12'-0' 10'-6" 1' 14_7/2' 6' 7" 60.0 19'-5' _13'-9' 14'-9' 12'-7'_ 16'-9" 11'-8' 13'-2' 11'-5'_ 14'-2" 11'-8" 1V-4' - 70'-0" 1" 14 1/2' 6" 7' _65.0 18'-4' 12'-11' 13'-11' 11'-11• _ 15'-9" 11'-0' 12'-5" 10'-11" 13'-4' 11'-O' 10'-10' -_9'-6• _ 1• 14' 6' 7' 70.0 1T-4" fY-1' 13'-3' -11'-4' 15'-6 10'-6' 77'-10• 10'-4' _ 12'-9' - 1p'-6' _O- 4' 9'-0' 1' 13 1 2' 6'-_-T 75.0 16'-b'_ it'-7" 12'-7 10'-10'_ _ 14'-3' 10'-0' -11'-4' 9'-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'-T - 11'-T 9'-5-- 1'-3" 8•-6• --1• 13• _ -6' --7' 85.0 _15'-0' 10'-6' 11'-7' 1O_O"-- 13'-0' 9'-3• --To 10'-5"- 9•_3- _ 11'-2' -6'-3. 9'-0" 8'-3' 1' 13' 6' 7' 90.0 14'-2 10'-1 1V-2' 9'-B' _ 12'-6' 8'-10'_ 1p'-1' 8'-11" 10'-9" 8'-70' (1'-10' 8'-0• 1" 12 1/2• - 6' - 7' 95.0 13"-5' 9'-8" 1O-9' 9'-4' 12'-0" 8'-5' 9'-9' 8'-7' 10'-4" 8'-5"_- 8'-6' 7'-9'- 1' 12 1/2' 6.` 7" 100.0 12'-9' 9'-4• 10'-5' 9'-1' 1 V-8" 8'-4" 9'-5' B'-4" 10'-0'-- 8'-4'-- 8'-3' 7'-6' 1" 12" 6" 7' 105A 11'-3' _ 8'-0" 9'-2• 8'-2' 9'-6' 8'-0. 8'-0' 7'-4' 1' 11 1/2" 6'- 7'- 110.0 11'-7` -- B'-8" 9'-9' 8'-6' _ 10'-11' 7'-10' 6'-7p' 7'-17`-- 9'-3'_ 7'-10' 7'-9' 7'-2' 1' 11 1/2' 6' 7' 115.0 11'-1" 7' 7'-8' _ 8'-8" 7'-B" - 9'-0' _ 7'-8'_ 7'-8' 7'-0' 1' 11 1/2" 6'_ 7' 120.0 10'-8' 8'-1. 9'-3" B'-2' 10'-3' 7'-5' 8'-5' 7'-6' 8'-11' 7'-5' 7'-5' 6'-10" 1' 11' 6' 7' 125.0 _ 10'-2" 7'-9" 7'-11" 10,_D _7.-2-. 8•-2'_ 7'-4` 8'-g• y-2' 7,_3•_ 6,_8"_ 1' _ 11• - 8•- 7• 130.0 9'-10' 7`-6' 8'-9' --7'-9'_ 9'-9' _ 71_O. 8'-0' 7'-2" 8'-5' 7'-0 7'-2' 6'-6' 1" _ 10 1/2'_ 6' 7' _135.0 _ 9'-5 7.'-2' 8'-6• 7'-7' 9'-6' 6'-10" 7'-10" 7'-7' B'-2' 6'-10' 77-0' 6'-5' 1' 10 1/2' 6'- 7"-- 140.0 9'-7' 6'_11" B'-4" 7'-5' 9'-1 - 7'-8" 6'-11' _B'-0' - 6'-10' W-4'- 1' _10 1/2' _ 6' 7' 145.0 W-10" 8'-2' _ 7'-3' _ 7' 10' 6" 7' 150.0 8'-6' - W-0" 7'-2'_ B-6' - - 7'-4' - -_ 7'-9'-_ - _ _ _ 1• 10` 6' 7' _ 1b5.0 B'-3' _ - T-10" T-0' 8'-3" - T-2' -- - - T-T - - - 1" 10" _6' 7' . 160.0 8"-0" - 7'-8" 6'-10' B'-0' - - T-1' -_--T-5 - - 1' 10' 6' - 7' * NOM 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH ;��P�••'' �'•�� ozozo nLTECD INC. • DRAWN gY; 3/8'4 KWIK BOLT 3 ANCHOR OR 5/16'0 TAPCON XL ANCHOR, INTO �:'L\CENS�c'',9. _ NaufsluS M•P• POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR ` RDRingShofterSus os a xoxo WITH 1/4"0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR _ N0.44167 I O INC. o1/2 WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. =11T; .* - ATE rlu.Ir TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. /� 6)]]N•.]OP. l]la DES.41PGNp.fAR0e.5,R]]IF] 668 S.W.WHITMORE DRIVE 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE b'• STATE OF ,'�' °nvi1°""'�•F"'1J0]1e"'"]' PORT ST.LUGIE,FL 31981 20-064 U-mail:tiCA-ltecro6vol.cam 00067 PNONL•PORT 7 T.LUC,FAX:T349 eil-dHBO DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. ��0-" ,c P ,'��: DRAWING No i WALTER A TILUT Jr.P.E. .voanw wN ra..e oN®,vn `�.E. SEAL/SIGNATURE/DATE FLORIDA Ur.p 41167 m.>yr .n SHEET T5 aF xe ��F�111111111111N1 MAX.ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE W/3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT DESIGN ' SLAT SPAN RANGE PRESSURETNG0'-4-t > 4'-5't > 5'-6't > 6'-7't > 7'-9'f > 9'-12't > 12'-16't > 16'-20't (P•e s 30.0 9" g" g• g' 9• 9• 9. 9" >41-60 9• 9 __ 9^_ 9^ 9• -- 9 _ 7" T—5 5/8" >61-e0 g" g' g' g• 9" 8' S 5/8" 5 5/8" SLAT t NOTE: >81-105 9' IT 9• 9. 9. n " 5 5/8. - ~SPANS MAX. SLAT SPAN FOR A GIVEN A.S.D. DESIGN >1Gs-12o g^ g g^ g• ]E� _ _ ��D PRESSURE RATING SHALL >1z1-1ao g=— g^ g" 7" - e EXCEED MAX. SLAT >147-760 s" s' 7' 7` - - SLAT SPAN DEFINITION SPAN INDICATED ON SLAT PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. LMYL DESIGN ' SLAT SPAN RANGE _ PRESSURE RATING 0'-4't > 4'-5't >5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't E s 30.0 g' 9• 9• g• 9• g• 9• _ >31-40 9. 9. — 9. -- 9" — 9" -- 9. 9. >41-60 g^ - 9• -- q. 9. 9. 9.-----7 1/2.--— >61-80 9" 9" - 9" 9' 9' --8"-"- - - >81-105 g" 9• 9. 9. B. - '--- >106-120 9• 9' 9` 8 1/2" >121-140 g' 9^ 9• 7` BUILD-OUT MOUNT Dpp4 ' SLAT SPAN RANGE PRESSURE 0'-4't > 4'-5't >5'-6't > 6'-7't > 7'-9't (E� > 9'-12't > 12'-16'f(� > 16'-20't UNGE (0.e0 9. . 9" 9" 9' 9" 9' 9e 1. 9. 9` 9• 9` 9" © 9" 9" 7 3/4 7" `7 5®8 _>31-40 9" 9. 9" 9" 9"_ 9" 9" 9" 9" 9" 9"_ 9" 9" _ 9` 9` 9" _9' 9" Y 7" 6" 5 5/6" 5 5/8' 5 5/8 >41-80 9' _9° 9^ 9' __9" 9"___ B` 9 9" 9" 9` 9" 9" 9' 9" 7 1/2 7 1/2 6' S 5/8" 5 5/8' S 5/8' S 5/8" 5 _5/8-_- >st-80 g" g" g• g^ g^ g^ g• g" g• g^ g^ g' 9' 9' 7" 5 5/8" 5 5/8' S 5/8 5 5/8' 5 5/8' >81-105 9'• 9" 9" 9` 9" 9` 9" 9" 9` B" 8" 6 1/2 6 3/4" 6 3/4" 5 5/8" 5 5/8" 5 5/8" 5 5/8 _>106-120 g• 9" 9" 9" �9' 9 9" 9' 8" 8" 8` 6 1/2" 6` 6" 5 5/8 5 5/8. 5 5/1 >121-140 9` 9" 9" 9. 7 1/2 1 8` 6 1/2 a- B' 6` 5 5/8" 5 5/8" 5 5/8 - >141-160 g' g• 9` 8" B` 6" 7' 7' S 5/8' 6 3/4' 6 3/114"S'I5�]8` 5 5/8' S 5/8" - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) Q. 02020 TILTECO INC. �9'- Na ufflus OMN M.P. No.441 7 - p RolHa s6aNars IL GCOINC. 9 � ofE *: * TILUT TES11N0 d ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. /� 2a ms w.r.Tan x,s..�.rarulw urxws.n avao 658 S.W.WHITMORE DRIVE �•, STATE O n�. )�++�•rm:(r�en_Ia11 20-064 e 11:Iiit"C"oeoLCem PORT ST.LUCIE.FL 34984 DRAWING H. F ,-' . &0008719 nH1NEI(w0)7t1-9086.I.:(n2)m+-ae90 %'D,o'••. ZORID TrALTER A nLUr Jr.PE. �� '�i CCS'•• •N�\ SEAL/SIGNATURE/DATE F.F.Lie.IF 44167 SNER 18 or ze lllI/IIIIIIIl111111 MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE W15/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE WALL MOUNT Aso SLAT SPAN RANGE DESIGN PRESSIM 0'-C t > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-2&t Pw�) s 30.0 8' 8" B' 8" 8' 8" 7 1/2- _ 5 1/2" _>31-40_ 8" 8" _— 8„_ B. 8„ -- 8„ 6' "_ 4" _ >41-60 B" 8" 8° 8" 8'� — 6" 4" 3 3/4" t NOTE, >61-80 8" e" v 8' e" 7" 4 1/2- 3-3/4° - SLAT MAX. SLAT SPAN FOR A >81-105 8' 8"_ e" ---6-1/2' 5" 3 3/4" 3 3/4_ - �SPAN� GIVEN A.S.D. DESIGN LOAD >106-120 8" 8" _ e" 5 1/2" 4 1/2- - 3 3/4" -- - - - - w2 SHALL PAN I EXCEED MAX. SLAT SPAN INDICATED ON >121-140 8- 7 1/2- 6' 4 1/2" 4" 3 3/4" - - SLAT PERFORMANCE CHART >141-160 e" 6' S' 4" 4° ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT As,o .SLAT SPAN RANGE DES M PEE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't _s 30.0 6" 6' 6' 6" 6' 6' _ 6'— 5 1/2- >31-40 6- 6- 6 6" 6" 6" 5 1/2- 4 1/2" >41-60 i6" -- E 6' 6" 6' 5 1/2- 4• >61-80 6" -- 6" 6" 6' 6" 4„ 4„ >81-105 8� 6' __ 6" 6" 4 3/4° _ 3 3/4' 3 3/4' - >106-120 6" 6" 6" 5" 4' 3 3/4- - - >121-140 '6„ - 6' S 3/4"_ 4" 3 3/4" 3 3/4- _ >1417160 6' 6' 5" 3 3/4- 3 3/4" BUILD-OUT MOUNT A&.ao SLAT SPAN RANGE DmCN PRESM O'-4'f >,4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RAN ) E E E ® E E E� E Q E E E E E I T1/2- 4�- s 30.0 6" 6' 6" 6"_ 6' 6" 6" 6" _ 6' 6' 6°_ 6° 6" 6" 6' 6° 6" 6" 5 1/2" 5 1/2' 4' 3 3/4" >31-40 6" 6" 6" 8 fi' 6" 6" _ 6' 6" 6" 6" 6'__6" 6" _ 6"_ _6° 6" 5„ 4„ 4" 3 3/4' 3 3/4' >at-so 6 6" 6' 6" 6' 6' 6` 6" 6' 6' 6' 6' 6' 6" 6' 4' 4' 3 3/4" 3 3/4' 3 3/4" - - >61-80 6" 6" 6" 6' 6" 6" --6" 6" 5 1/2 6' 6' 5" 5' 5 4- 3 3/4. 3 3/4- 3 3/4" 3 3/4">81-105 6' 6' 6' 6" ' 6" 6" 6" 5 3/4 4 1/2. 4 1/2" 3 3/4 3 3/4" 3,3/4" 3 3/4" 3 3/4' 3 3/4' - - ->110tI20 6- 6- 6" 6" 6" 5.1/2 5 3/4" 5 3/4" 4 1/2 4 1/2' 4 1/2" 3 3/4 3 3/4' 3 3/4" 3 3/4" -i21-1ao 6' 5- 4" 4 3/4" 4 3/4' 3 3/4 4 1 2" 4 7 2 3 3/4 3 3/4" 3 3/4>141-160 6' 6" 5" 4 1/2" 4 1 2" 3 3/4 4' 4" 4° 4- 3 3/4' 3 3/4'♦ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone \\\ 9 Y ) \�Q"' CEN 02020 TILTECO INC. DRAWN BY: �� ,9 Nautilus M.P. No.4416 I Ro1UngShutler5'Wem 06/8/2020 I.� ��®INC. DATE TILLIT TESTING at ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. STATE OF / —11 1-: sLa„--,55a5, :A )-8T1-.In6)11 111 665 S.W.WHITMORE DRIVE 20-os4Ow PORT ST.LUCE,FL.34984 9••• D-mail:NI(BCOGoot.COm DRAWING No Q ",O o ID PHDNEe(BDDJ 7/B-B05fi,rAX,(772)en-DBSD N1Al l ,\ 'E. SEAL/SIGNATURE/DATE WFLORDA Uc A.cLLB'44187E am xu� SHEET 17 Or 28 uuuu MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE,W/5/16"H TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t I WALL MOUNT MAX. SLAT SPAN RANGE DESIGN PRERATING 0'-4'f > 4'-5'f > 5'-6'f L7" > T-9'f > 9'-12'f > 12'-16'f > 18'-20'f RANGE(p a f.) s 30.0 8" 8" 8. 8" 8` 6" 4 1/2" >31-40 8" 8" 8" 8" _7` 4 1/2`>41-60 8" 8" 8" _ B" 4 1/2- - - >et-e0 8" 8" 7 1/25 1/2` - _ SLAT t MMAAXX.SIAT SPAN FOR A >81-105 8" 8" 7 1/2" 5 4" ~SPAN~ PRESSURE RATING GIVEN A.S.D. SHALL _>tos-tzo 8• ^7 1/2" 6" - 4" NEVER EXCEED MAX. SLAT >tz1-too 8" _ SPAN INDICATED ON SLAT >141-160 7" 5 4" - - _ - -- - PERFORMANCE CHART ON SLAT SPAN DEFINITIONSHEEr TRAPPED MOUNT MAX AS.D. SLAT SPAN RANGE DESIGN RRE A1�ING 0'-4't > 4'-5'f > 5'-6'f > 6'-7't > 7'-9'f > 9'-12'f > 12'-16'f > 18'-20'f RANGE(W.) s 30.0 6" 6" 6. 6` 6" _ 6" _ 6" >31-40 6" 6" _ 6" 6" 6• 6" 4 1/2" - >41-60 6" 6" 6" 6" 6" 4 1/2 - - >61-80 6" `6—— 6" 6" 5 4 1/2" - - >81-105 _ 6` 6" �42'.:: 4 1/2"_ 4 1/2" - >106-120 _ 6" _ 6" 4" 4 1/2" - >tzt-Ia0 3 3/4" - >141-160 6. 5" 4" BUILD-OUT MOUNT uA)( SLAT SPAN RANGE P DESIGN O'-4•f > 4'-5'f > 5'-6'f > 6'-7'f > 7'-9'f > 9'-W f > 12'-16'f > 16'-20'f RANRANG E E E� O tE� E E�� E E E E E E E E s 30.0 6" 6' 6" 6" 6' 6" 6" 6" 6° 6" 6" 6" 6" 6" 6" 6" 6" 5 1/2" 4241/2- 6.>31-40 6" 6" 6" 6• 8• 6• 6• 6• 6• 6• 6• 6• 6• 6• 5 1/2" 5° 4°>41-60 6' 6 6" 6" 6" 61f21/2" 6" 6" 6` 6" 6" 5 1/2" 4 1/2' - - ->61-60 6" 6' 6" 6" _ 6" 5 1/2' 5 1/2° 5 1f2" 4 1/2 5" 5" 4" 4" 4" - - - ->81-105 6" 6" 6" 6` 6" 5 1/2 5 1/2` 5 1/2" 4 1/2 3 3/4" 3 3/46" 6` 5" 5 1/2" 5 1/2" 4 1/2 4 1/2" 4 1/2" 3 3/4'>t2t-tao 6" 6" 5 1/2' 4" 4'� - 3 3/4" 3 3 4 - - - - - — FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) .�GENg oaozo mlEco INC. autilus DRAWN�BY. No.4416 Ro1LngShatterSysfom 06/e/2020 I IN Fr C O tqc. EXPERT SHUTTER SERVICES INC. aAre *: * z �,�� xw.JomUT Tln.a..Jos.sNG& "nvialNc mo+.n JJ,a 666 S.W.WHIIUDRE DRIVE 20-064 °'• STATE OF ///ti-cU rnmr,(Jss mhts7s.ro:(w)Jn-t91 PORT ST.LDCIE.FL 34934 F -QUG OOW.eom PxoNC(80a)749-fOse.Ma,(rra)erl N9fa DRAWD(O No �� •., COR10 c� cw-aaaslte �a WALTER A.TILLfT Jr.P.E. o"c ��r �� r" S11.to aT 26 E. SEAL/SIGNATURE/DATE FLDROA IJa/44167 ao rJ« s ff1f11111111111 , SCHEDULE VC: Vx FORCES (Lb/FT)&Vy FORCES (Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATNE A.S.D. LOAD) MAXIMUM SLAT SPAN RANGE A.S.D. DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (pSf) Vx Vy Vx Vy Vx Vy Vx 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_ 290- 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 - _ - >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 - - - _ - >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 - - - - >141-160 781 320 1186 400 1322 480 1873 560 1740 640 - - - - - - SLAT ~SPAN *NOTE: SLAT SPAN DEFINITION IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEETHISSHEET FORVx&VyVALUES. Vy SIDE RAIL VX Vy ♦♦♦���11�111 // ' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ♦ (/ EN s `��' 02020 nLTECO INC. �T� ��i�� BRAY BY: �• '� RoIIingSBaiterSystem oe/e/zezo NO.4416 EXPERT SHUTTER SERVICES INC. Bore TIWT TESTING h ENGINEERING COMPANY 6DS]Nl1..iMA.A 6b.]OS.N6GNlN G`R�4 R y1r0 668 S.W.WHITMORE ORNE 2D—OB4 i o'•, STATE OF •:c,o6fl:Wt .ra.,< I6),—tlNt Q PORT ST.LUCIE,FL M98s [V` e mail:-00057aa.cam PHONE,(600)74F9OM,rue(772)fin-OrBD OMWIN6 No CA-0006718 _ FLORID•,•'' ` wALTli+a ILLYJ.P.F "•+� ��ri�C(��''• �♦(2 SEAL/SIGNATURE/DATE FLORIDA De.g 44t67 reu SNEET 16 OiR6 //llllllllllllllllll I SLAT PERFORMANCE CHART IbI & ICI:(ONLY VALID FOR 10 SLIPI SLAT PERFORMANCE CHART IIbI & IICI:(ONLY VALID FOR 1/4"SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE,A.S.D.DESIGN PRESSURE RATING(D.s.0,SLAT FORA GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(p.s0 AND PRODUCT MOUNT FORA GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(p.s.f)AND PRODUCT MOUNT CONDITION FOR SLIP 1/8"AND PRODUCT MOUNTING TYPE FOR WOOD FRAMES WALLS CONDITION FOR INSTALLATIONS W/O STORM BARS PER DETAIL BELOW INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW W/2"x4"STUDS,AS PER LIMITATIONS ON DETAIL 1 LIM YW W MILLS 8011031 POOK ND NEIIIINE ASA LOAD USE W=M FOMK Aft U1f01NIE CHART lb CHART ICJ CHART HbI CHART IICJ MAY REQUKD Lai gy/gygpN ro ICE USE MAOMW WIIE BENQN MINE MAX.SLAT SPAN GLASS IIL4IRED D BACK OF AM KWA AM Lm � AS.D. 'LNAX'(R) USE Wu�NI POSrtNE USE MAXIMUM POSITIVE WOOD GRADE DESIGN RAT WALL BUILD-01.111 5/16"0 TAPCON XL ANCHOR A.S.D.LOAD VA10E 5116"0 TAPGON XL ANCHOR A.S.D.LOAD VALUE RESSURATING WN W W/0 STORM BARS wfn zorws Imo moE MAX MAX.SLAT SPAN �DlAtrm IN IWI.SFPARA MAX. REDUIRED MAX SLAT SPAN DEGIRItED Lf(.SEPARATION Iola mE Nats 1� A.S.D. •LMpX,•({() 1D GLASS MESIRBD TOAS.D. •L (R) ro GLASS LESURED ro SOUTHERN PINE 12(G=0.55) _ 60. 4'-5' 4'-5• DESIGN BACK �T 'D DESIGN DOUGLS-RR-SOUTH(G=0.46) 60 4'-5• 4'-5• 1- 5 1/2- PRESSURE euui �'� elree-art W/0 STORM Buts PRESSURE wAu BIAW-OUP aum"aUE W/O SfoRM BARS - RATING MOUNT me uu�W/ uo�W/ RATING W/ �W/ SPRUCE PINE-FIR-SITH(G=0.36 60 1-5- (P.- 8•t•) (sm Nonce)(SEE mmmA) NO1I9 e) won zags wRn mIe (P.e.(.) ISEE Nome (SEE Nome Nonce wxoameas wsn mE 30.0• 10'-0• 10•-0' 10,-0' 1" 7 1/2- 30.0• 5'-3' 6'-3" 8'-3' 1' 5 1/8• Yn 35.0» 10--0• 10'-0" 10•-0- - 1• 7 1/2- 35.0« 7'-9• T-9' 7'-9" 1" 5 1/8' Yn 40.0'+ 10'-0' 10'-0' 10•-0" 1' 7 1/2- 40A» T-T Y-Y^ T-7• - 1' s 1 a• ��/ . %%% 45.0•» 10'-C' 10'-0" 10'-0" - 1• 7 1/2- 45A•» T-4' 7•-4' 7•-4' - 1' 5 1/8, Vol //%%/////i% __ — — --— --I —_ _-_ -=- — 60.0»' 10'-0' 10'-0' 10'-0' 1' 7 1/2' S0.0'« T-3" T-S' T-3' _ 1• _5 1/a' ;-;---------;�- I I I 56.0•» 10'-0' 10'-0" t0'-0'--1' - 7 1/2' 65.0••• 7'-3' -7'-3' 7'-3' _ 1'_ 5 1/8- 50.0•» 10'-0" 10'-0• 10'-a' 1' 7 1 2' 60.0»• - 7'-3' 7'-3' - 7'-3' 1 5 1 8' \ I I 1 ~s I I I I u / { I %' I I •'1'o r I FOR WALL MOUNT SLAT PERFORMANCE CHART IIII:(ONLY VALID FOR 1/2"SLIP) ( i;' \4-1--- ' I FOR Ww-OUT i 14-4 1/4•FOR III 3 !; Aix.fWD6NG WDTH I FOR A GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(p.s.O AND PRODUCT MOUNT Bo mD R :!I .i ! '\ �� •` CONDITION FOR INSTALLATIONS W10 STORM BARS PER DETAIL 2 BELOW III j CHART IIIb I CHART IIICJ MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: LH11N 11, I� \ ME yyy1M Wu11E BLTwEDI REM VALID FOR DOIR;/S-RR SfAIIH(0t0.46) ..\, PLYWOOD AND1/r PLtn000 AND G-OM) a\Yn SOUL ERN PINE SPRIX:E PIPE-flR�4 2 (2)2k4•WOOD STUDS Yn (2)2k6'WOOD STUDS USE MIOOMUM POSITIVE ® I1H(0.(.3G) MP EACH SIDEBEYOND)rDETAIL 2(ELEVATION)(� EACH SIDE,BEYOND)1 5116.0 TAPCON XL ANCHOR AS LOAD VALLE «vwD FOR DaxGas-Eu(-sDUO(((=nds) DETAIL 1(ELEVATION) sW MAX MAX.SLAT FAN m 01 S TO FINE#2(��) �sPAµ �AN� DESIGN •L '•(�) _ BACK OF.SIAT I" «'VALID FOR SOU IM POE A2(G'Q.58) PRESSURE WNi e0ae-oltr BUAn-our W/0 STORM EARS RATING W/ MWO W/ YDtRlT SLAT SPAN DEFINMON (P•9•t•) sm NORse) (aE HOR.9 e)(sr New e) rwo mrm Wei° SLAT SPAN DEFINITION 30.0• 12'-0' 12'-0' 1z'-o' 1' 9" 7n_!.0 w 12'-a' 12'-0" 12'-0' 1' 9" 40A« 12'-a' 12'-0• 12'-0• 1- -- 9" 45.0«• 12'-0' 12'-0' 12'-0' 1• s 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. t:WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONSFROM CHAPTER 23 OF THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF ``````11"0 ljf!(I)riJP�!EITHER SIDE OF OPENING SHALL BE 33". FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Q ,• ""' J 02020 TILTECO INC. �r j• DRAWN BY: INSTALLATION INTO WOOD FRAME STRUCTUR \,\GENoe .��'; jYautilus M.P. `•.�' RolUn ShuHer No.44167 sOm DATES �� � TILLIT TESTING a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 20-064 STATE OF %w nN.TNn.sL sa.xe,�mca64 cu pO s,n.ancc 668 S.W.WHITMORE DRIVE a' '"°'�"'"'° f'os aT'111 PORT SW LUCIE.FL 349a4 mail-OD06719 e•I.eom PHONE- 60O 749-Ga58.TO:(7T1)571-0690 DRAWING N. '� �`'••, �0RIDP v T WALTER A 71L1T Jr.P.E. ���i�FSs�'• x:% mim PP .E. SEAL/SIGNATURE/DATE FLORIDA Le./44167 SNEET 20Oi26 ryAll1111111111111 MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN PRODUCT MOUNTING TYPE,WOOD GRADE,A.S.D. DESIGN PRESSURE RATING(pso AND SLAT SPAN RANGE WALL MOUNT&BUILD-OUT MOUNT TO 2"A"WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) DESIGN SLAT SPAN RANGE DESIGN U. SLAT SPAN RANGE WOOD GRADE PRESSURE WOOD GRADE PRESSURE * t + RATING O'-0"t4'�"# RATING 0'to4' >4'b5 >5to5 >6tD7' >ItD9' >9'to10' >10'tD12' RANGE .S. o RANGE .s.f s 30.0 6" 5 30.0 6"_ 6" 61,_ 6" 6" 6" 5" SOUTHERN PINE #2 40 6" SOUTHERN PINE #2 40 s" 6" 6" 6" 6" 4 3/4" _ 4" (G=0.55) 45 6" (G=0.55) _ 45 6" 6" 6" 6" 5" _ 4" 3 1/2" 50 6" 50 6" 6" 6" 6° 4 3/4" 3 1/2" 60 6" 1 1 60 1 6" 6" 5 3/4'1 5 1/4" 3 3/4' 3" - D000LAS-FIR-SOUTH < 30.0 6" DOUGLAS-FIR-SOUTH s 30.0 6" 6" 6" 6° 6" 6' S" (G=0.46) 40 6" (G=0.46) 40 6" 6" 6" 5 1/4" 5 1/4" 4 1/4" 4" SPRUCE PINE-FlR-SOUTH , 30.0 6" SPRUCE PINE-FlR-SOUTH s 30.0 6" 6" 6" 6" 6" 5 1/4" 4" G=031 - G=0.36 BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) DESIGN SLAT SPAN RANGE WOOD GRADE PRESSURE U-4* >4-6'' >5 t * >5 7' >1-9' >9'-10'* >107-12' RATING BU V1 RAN E ...I YOU,W E YOUNF W�YOUIIT W E YDU,W,E YOUM W E MOUNT W YDUM W E YOU,W E'MOUNT WAE2 MOUNT W ' =-W YDUtiTTnV YOUIIf W E YOU,W E s 30.0 6" 6" 6" 6" 6 6" 6" 6" 6" 6" 6" 6" 4 1/2" 4 1/2" SOUTHERN PINE #2 40 6" 6" 6" _6" 6" 6" 6" _ 6" 6" 6" 5 1/4" 5 1/4" 4 1/2" 4 1/2" (G=D.55) 45 6" 6" 6" 6"— 6" 6" 6" fi" 5 1/2" 5 1/4" 5" 5" 4" 4" 50 6" 6" 6" 6" 6" 6" 6" 6" 5 1/4" 5 1/4" 4" 4" — — -- 60 6" 6" 6" 6" 6" 6" 5 3/4" 5 3/4" 4" 4" 3" 3" — DOUGLAS—FIR—SOUTH s 30.0 6" 6" 6" 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" 5 1/2" 4 1/2" 4 1/2" 4" 4"- SPRUCE PINE-FIR-SOUTH s 30.o s" s" 6" 6" 6" 6" 6" 6" 6" 6" 5 1/a" 5" (G=0.36) FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) NOTE: MAX. SPAN FOR SLAT FOR �`Qom,.•' j�� 02020 TILTECO INC. • DRawN BY: A GIVEN A.S.D. DESIGN ;�.• �\GENS '•9�'- Nautilus M.P. PRESSURE RATING SHALL y RoWng Shutter System 06/8/2020 NEVER EXCEED MAX. SLAT - N0,4416 IL E C O i�p C. DATE TILLR TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. SPAN INDICATED ON SLAT JBR 34 bh>al.NAO6M ADD 9 Fl..1. 665 S.W.WHITMORE DRIVE PERFORMANCE CHARTS ON =�'• STATE OF "°"'`1J0"°"1bJ0'`°"('°�` """ PORT ST.LUCIE.FL 34984 20-064 SHEET 20. O P • �� a mo CAUo006719 rom DRAWING Na '•, PHaNE:FOR)746-9056.TA6:(772)671-2110 .c'•• �ORIO T WALTEA A TILUT Jr.P.E. ����F�'Si'• .. GC E. SFAL/SIGNATURE/DATE FLORIDA U..@ 44t67 ml7-,« 7+°: m SHEET 21 OP 28 //IIIIIIIIIIIIIIttL� TABLE 1 MAX.ALLOWABLE STORM BAR SPAN (ft)FOR A GIVEN A.S.D. DESIGN LOAD (p.s.f.),&A GIVEN STORM BAR SPACING (ft) i MAXIMUM A.S.D. STORM BAR SPACING (Fr) DESIGN PRESSURE RATING 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' sf 30.0 11'-0" - 11'-O" 11'-0" 11'-O" 11'-0" 11'-0" 11'-0" 11'-O" 11'-0" 1 l'-O" THIS REGION IS O 35.0 1 NLY VALID FOR INSTALLATIONS I 1'-0" l l'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" i l'-O" W/ 1 OR MORE STORM BARS PER SHUTTER. 40.0 i l`-0" 11'-0" 11'-0" 11'-0"_ 0" 11-0" 11'-0" 11'-0" l l'-0" 45.0 _11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" _1 1'-0" 11'-0" 11'-0" 11'-0" 50.0 11'-0" 11'-0" 1l'-0" 11'-0" 11'-0" _ - -0" 11'-0" l l'-0" 11'-0" 1l'-0" * THIS REGION IS ONLY VALID FOR INSTALLATIONS 55.0 11'-0" 11'-0" 11'-0" l i'-0" l i'-0" 11'-0" 11'-O" 11'-0" 1 1'-0" 11'-0" * W/ 2 OR MORE STORM BARS PER SHUTTER_ 60.0 11'-0" 11'-0" l l'-0" 11'-0" 11-0" 11'-0" 11'-0" 11'-0" 11'-0" * __- 65.0 11'-0" 11'-0" 11'-0" 11'-0" 11`-0" -0" 11'-O" + - 70.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0.1 11'-O" 11'-0" - 75.0 11'-0" 11'-0" 11'-O" `11'-0" 11'-0" l l'-O" # - - 80.0 11'-0" 11'-0" ll'-O" 11'-O" 11'-0" 11'-0" 11'-0" 10'-10" " - - 85.0 _11'-O" 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" 11'-0" - 90.0 11.-0., 11'-0" 11'-0" -- 11'-0" - 95.0 11'-0" 1l'-O" 11'-0" 11'-O" ll'-0" ll'-O" _ - - 100.0 11'-0" 1 11'-O" 11'-O" - 105.0 ll'-O" 11'-O" 11'-0" 11'-0" 11'-0" 110.0 11'-0" _ 11'-0" l l'-O" 1l'-0" 10'-10" - - _ - - -- 115.0 11.-0., ll'-O" _11'-0" ll'-O" 120.0 11'-0" -_ 11'-0- 11'-0" 125.0 11'-0" 0" 11'-0" 10'-10" 130.0 11'-0" 11'_-0" 135.0 l l'-O.' 11'-0"- 1l'-0" 140.0 11'-0" 11'-0" 145.0 11'-O" 11'-0" 10-11" 150.0 11'-0" 155.0 ll'-O" ll'-0" ** MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN �1U�1�11It�iiPP FLORIDA BUILDING CODE (Non High velocity Hurricane Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. � ��,.•• '�i 02020 RLTECO INC. • DRAWN M. aut lus Rollin Shutters o No.441 7 11 L E C 0.m., s os/nit 20 TILUT TESTING A ENGINEERRiG COMPANY EXPERT SHUTTER SERVICES INC. ui L$/ G]ss rtn]ow R a.]os,vwcru cvmw5.Fl.]]leo 668 S.W.WNITMORE DRIVE '_:(]6]I6]I-15)D.Fm,(xs)en-UJ1 20-064 STATE Q ., PORT ST. LUCIE,FL 34884 �]•, ` T:UI<ec"Ooal.com, PHONE:(800)746-9056 FAX:(Txx)e71- !X) DRAWING No CA-'i��'•'•FLORID ••' '�-: WALTE A�LUU Jn P.E. Fonema mr.w ' �i��CCs]•' '�y\S`��, SEAL/SIGNATURE/DATE FLORIDA Uc.1 44167 m 1>_u, SHEET 22 of xfi I�/1111111111111111�� ' TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S-S(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.Q,&STORM BAR SPACING (ft) SECTION S1-S1 (SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.),&STORM BAR SPACING (ft) WM STORM BAR SPACING"am" a"(Fr) STORM BAR SPACING"a"(Ff) cum 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' I0m 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 A,B,C,D AB,C,D AB,C,D AB.C.D A.B,C.D A.B.C.D A.B.C,D AB,C,D A.B.C.D_ AB,C,D 30.0 A,B,C,D A,B,C.D AB QD A.B.C.D A.B,C D A.B.C.D AB.C.D AB,C A.B,C 0.B,C 3&0 AB.C,D AB,C,D BA,_CD AB,C,D AB.C,D AB,C,D B,C,D_ A B,C,D AB C,D �,C.D 35.0 AB,C,D A.B.C.D _AB,C,D AB,C,D AB.C.D 80 A,B,C AB,C_ A,B A 40.0 AB,C.13 AB.C,D AB.C,D AB.C,D A.B.C.D AB.C.D JABC,D ABC,D_ AB.C,D AB,C.D 40.0 A,B.C,D AB,C,D B,C,D AB,C,D AB,C AB,C A.B.0 A A A 46.0 AB C,D AB.C,D AB,C.D _AB.C.O AB,C,D AB.C,D A.B,C.D AB.C.D _A.B,C,D 0.B.0 4&0 !S AB,C,D AB,C,D &B,C AB,C AB,C A A A A 50.0 A.B.C.D A C,D AB.C,D A.B.C.D AB.C.D AB.C.D AB.C,D _A.B.C.D NB.C,D AB,C 50.0 AB.C,D AB.C.D AB,C,D AB.0 6,8.0 A _ A _ A A A 5" A.B,C,D __B,C,D AB.C,D A,B.C.D A.B.C.D AB.C,D AB.C.D A.B.C.D 0.B,C_ AB,C 55.0 A.B.C,D AB,C,D_ AB.0__ 0.B,C A A __A ^�A A A 60.0 AB.C,D AB.C.D A.B.C,D _ A.B.C.D AB.C.D AB•C•D A,B,C,D AB,C _A,B•C_ AB.0 80.0 _A.%C,D &B,C ABC A.B A A A _ A A A 0" AB,C,D AB.C.D AB.C,D A.B.C,D A.B.C,D AB.C,D AB,C _ 0.B,C AB,C A8 _ 65.0 _A,B,C•D ABC AB.0 A A A A A__ A A 70.0 A.B.C.D AB,C,D A,B.GD A B.C.D A.B.C.D _ AB.0 AB.0 AB.0 0.8 A 70.0_ A.B.C,D AB,C 0.B A _ A _A _____A _ A 7&0 A.B.C.D_ A,B•C,D A,B,C,D AB.C•D 0.8,C.D AB.0 0.B C AB _A A 75.0 A,B,C,D AB,C A A A A A A 50.0 AB.C,D AB.C,D AB.C_D 6B,C_D A.B,C A,B.0 _ AI%C _ A _ A A B0.0 0.B,C AB A A A A A SSA AB,C,D 0.8_C,D B C,D AB.C.D AB,C AB,C B _A A A no 0.B,C A A A A A A fI0.0 AB.C.D AB.C.D AB,C,O AB.0 AB,C AB.0 A A A _ A 90.o A8,C A A A A A _ 85.0 AB,C,D AB,C,D AB.C,D AB,C A,B,C AB A A A A 95.0 AB,C A A A A A 100.0 AB.C,D _A.B.C.D A•B•C•D A,B•C _ AB,C A A _ A A A 100.0 ABC A A A fOSA hB,C_D AB.C.D A,B.0 AB,C AB A A A _ A A 105.0 AB A A A A 110.0 AB.C.D B. D AB.0 AB.0 A _ A A A l_ A A 110.0 A A A tA - - _- -- 115A _A.B.C.D ABCD - AB.0 0.B•C A A A A _ A A 1/5.0 A A A120.00.B.C;D B C B,C AB A A A A A A iTDA A A A125.0 AB,C,D _ AB.0 Ag C A A A A A A A 125.0 A A A 130.0 AB.C.D A.B,C A,B,C A A A A A A A130.0 A A A135A AB,0.D B.B.0 A.B.0 A A A A A A - 13&0 A A A140.0ABCD A B,C 0.B A A A A A A - 140.0 A A AB A A A A A A145.0 A A Ai500 BC.D B,C A A A A A A150A A AA A A A165.0 q pA A A160.0 A A - - -- - - - - ANCHORS TYPE LEGEND A 3/8'e CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2" Min. EMBEDMENT*& 5" Min.THICK POURED CONCRETE (f'c = 3000 psi) B 3/8"exl 1/4" POWERS CALK-IN ANCHORS W/ 1 1/4" Min. EMBEDMENT*TO POURED CONCRETE (Pc - 3000 psi) & 3/8'e-16 - MACHINE SCREWS C 1/4"ex3/4" ALL POINTS SOLID-SET ANCHORS W/ 7/B' Min. EMBEDMENT*TO POURED CONCRETE (f'c = 3D00 psi) & 111J1h, 1/4'0-20, 18-8 STAINLESS STEEL MACHINE ���'9 1'/�� 4�� FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone) `�� SCREWS �Q� •• •. d� o�oxa TaTEcO INC. • DRAwN er: D 5/16'9 ffW/BUILDER TAPCON ANCHORS W/ a�;' \CENSF ..9 's Nautilus N.P. 2 1/4" Min. EMBEDMENT*TO POURED NO.4416 ROHtng ShvN6rSysfem os DATE 0 CONCRETE (f'c - 2899 psi) • _ - I L E C O BNc. DATE _ * �yy)�� TIWT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. STATE OF W K/ M.N.JON.SL,fla N9CJM Ga FN4 I.111E6 sss S.W.wNIruGNE DrtrvE q'• vww:(xs�l-1v0.rm,:(0wxo:-m1 20-064 y " PORT ST.LUCIE.FL 3491u EMBEDMENT IS BEYOND ANY FLOOR CEILING FINISH '�'., F 44 -mml:111kc"o00tc0m PNoN =)749-900,rAx:(M)en-9990 DRAWING No CA-0006719 ID� \� W,ILTER A nun ar.P.E. cSS� `���,0 E.SEAL/SIGNATURE/DATE F A DA ua B a4ts7SNEEr 2J OF x0 llllllllllllt SCHEDULE la SCHEDULE 2a FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(it)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(FT) MAX. A=DMIGN ©4-4'xl/4"MULLION G1 4k8"x1/4"MULLION G2 4'xTk1/4'THICK(3V FLANGE)MULLION Pl�SaE YA1N" ©4!SK6N1/4•MULLION G1 4'x8'x1/4"MULLION G2 4k7k1/4•THICK UNWAFLANGE)MULLION PRESSIM RATING RA;NC ROM ORIENTATION 81 t ORIENTATION 2(0) ORIENTATION 01 !E t ORIENTATION#2(0) ORIENTATION 1 Ft)t ORIENTATION 02(0) (Ps*J (�� ORIENTATION#1 t ORIENTATION 2(0) ORIENTATION ,1 (� ORIENFAT60N$2(()) ORIENTATION NT RIO END INTERIOR ENO INFERIOR END INTERIOR END INFERIOR END END INTERIOR ENO 017E-1OR END INTERIOR END INTERIOR END 111E-6OR END INTERIOR 30.0 20'-D' 7'=10' 9•-8' 7'=3' 12'-0` B'-4` 10'-7' S'-0' 12'-6' 9'-B' 7'-e• 12'-6' 3DA 20'-0` 7'-10` 9'-8` 7'-J` 12'-D• 9'-4` 10'-7' 6•-0' _12'-6` 7'-6` 12'-6` J3.0 _ 20'-0' T-4' 9'-3• -8'-9'- 11'-5' _ e'-8• 10'-0' T-T 72•_6• ___ 8'-11' 6'-11• 12'-61 35.0 _ 20'-0• 7'-4' 9'-3' S'-9' _ 11'-5• B'-B` 10'-0• T-T 12'-6' _6'-1T 12•_6• 40.0 20'-0' 6•-10' 8'-10• B'-4• 10'-11' B'-1' 9'-7' 7'-3' 12'-6' _ B'-5• 6'-6' 12'-6• 440 2o'-T 6'-10' e'-10' 6'--4' 10'-11' B'-1• 9'-7' 7'-J• 12'-e' 6'-6' 12'-6' 45A 20'-0' 6'-6' B'-6' e'-6' 10'-6' 7'-B' 9'-3' -- B'-11' 12'-61 7'-11' 6'-2 12'-6' 40.0 20'-0'- 6'-6' B'-6' —e'-6' 10'-0' 7'-8' 9'-3' 6'-11• 12'-6• fi'-2' 72'-6' 50.0 20'-0' 6•-2' B'-2' 8'-0' 9'-11' Y7'-4' 8'-11' 6'-7' 12'-6' _ 7'-4' 5-11` 12'-6• �50.0 20•_0• 6'-2• 6•_2• _6•-0• _10•_2• _ 7•_4• 9•_11• 5'-3' 12•-6' S'-11' 12•_6• ESD 20'--0" 5'-11' 7'-11• 5'-9' 9'-O• 6'-8' B'-7' 8'-3' 12'-4' 6'-8' S'-7' 12'-6' S5A 20'-D' V-11' 7'-11' S'-9' 9'-10' Y-0' B•-7' 4'-10' 12'-4' 5'-7' 1Z'-6' ti0.0 19'-5' S'-9' r-9' 5•-6' e•_8• 6'-4' B•_6' 8'-2' - 12'-0' 6'-4' 5'-6' 12'-6' BOA_ 79'-5' 5'-9•- _ 9•-e• 6'-10' 8'-6' 4'-B' 12'-0' S'-6' 17-6' ti5.0 16'-4• -5'-9 7'-9• _5'-4' W-4' W-4' 8'-4' W-2 11•-1D' V-4' 6'-6 12'-6• 65A 18'-4' W-9 7'-e' S'-4' 9'-7" 6'-10' B'-5' _ 4'-B' IV-10' _5`-6 1T-6' 7A0 1r-4' S'-9' 7'-B' S'-4-_ B'-2' 6'-3' 8'-2- 6'-2' 11'-e' 6'-3' 5'-6 12'-61 70.0 17'-4' 5'-9' 7'-8' S'-41 9'-8' e'-1D'_ 8'-4' 11'-9' S'-8 7&0 16'-6' S'-9' T-7• 5•-4' ~8'-01 6'-3' 8'-0' 6'-2' 11'-7; 8'-3' 5'-6 12'-5' 75.0 _ 78'-6' S'-9' T-7" 5'-4•_ 9'-5• 8'-19' tl'-T _ 5'-6 5610 15'-9' 5'-9' 7'-7' 1'-4' 7'-10' 6'-3' 7'-10 e•-2' 11'-6' 6'-3' S'-6 12'-4' 8Q0 15'-9 5'-9' 7'-7' S'-4' 9'-4' 6'-10' B•-J' 4'-8' 11•-B' S'-8 12'-4' BSO 15'-0' S�-9-9'_ Y_7• _.S,-4' 7,_g• 5'_3• 7'-9• 6'-2' 11'-5' 6'-3• 5'-6 12'-3 5SA _75 0' S'-9' 7'-7'__ 5'-4' _9'-7' 6'-70' B'-2• 4'-e' S'-6 1Z'-3 90.0 14'-2' S'-f 0' r-r 5'-5' Y-9' fi'-4' 7'-9' _ 6'-3' 11'-5' 6'-4' S'-7 12'-3 906 14'-2• 5'-10• 7'-7" 5'-5• _9'-3' 6'-11' 8'-3• _4 10• 11'-5- S'-7 12'-3 5'-10' Y-7' S'-6• 7'-9' 6'-5' 7'-9' 6'-4' it'-5' 6•-5' 3'-8 _ S'-6' 9'-3' 8' ' 11'-5 72'-3 9" 13'-5- 5'-10' 7'-7' W-11' -T 5'-e 12•-3 100.0 _ 12'-9' S'-11' T-7' S'-T T-9' 6'-6' r-9' --6'-4' 11'-5- 6'-6' S'-9 12'-3 f00.0 12'-g' 5'-11' r-7' 5'-r _9'-3• 7'-O' 8'-r 5'-0' 11•-5_ 5•-9 12•-3 10-W 12'-2'-_ 6'-O' 7'-r 5'-7' Y-9' 6'-7' 7'-9' 6'-5• 11'-5' 6'-7' 5'-9 12'-3 105.0 12'-2' 6'-D' 7'-7- 6'-7' 9'-3' Y-1' 8'-2` 11'-5' 5'-9 12•-3 _ 7'-7' 6'-8' Y-9' B'-8" 7'-9' 6'-e' 11'-5• -8• 5'-10' 12'-J 11DA !tT7'.-76'-0' 7'-7' S'-B• B'-3' r-21 8'-3' S'-3• /1'-5' 115.0 11'-i" e'-7' T-0'_ 5'-9• _ T-9' 6'-9' T-9' 6'-7' 71•-5• 6'-9' 5'-11' 12'-3 115A 6'-1' 7'-7' 5-9' 9-3' T-2 8-3 5-4 11-5 ___5-11' 12'-J t20.0V': 7'-6' 5-VT-9• 6'-10' r-9' 6'-7• 11'-5' 6'-Iw 6'-D' 12'-J 120A -6•-1' Y-8' _ V-9' 9'-3' T'�S' 8'_2• 5-5' 11'-5• 6-D 12'-5 125.0 10'-2' 6'-2' 7'-r 5-10• 7'-10' T-0' r-10' 6'-9' 1V-5' 7'-0•_ 61-1' 12'-3 126A 8'-2• T-T 5'-10' 9'-3' 7'-4' 8'-0 6-96'-1' 12'-3 130A9'-1D' 6'-3' 7_-7'_ 5'-10 _ 7'-9• _7'- 7'-g' 6'-9' 11'-5" r-0' 6-1' 72-3 13Q0 6'-3'- r-7' S'-10 9'-J' 7'-4' 8-2 8-91 11-3 6-712'-3 W-4• 7'-7' 5'-11' 7'-10' 7'-2' r-10' e'-10' 11'-5' 7'-2' 6'-2; 12•-3 135.0 6'-4• 7-7' S•-11' 9-J_ 7'-5' B'-3• 6'-10' 11-5' B'-2'~ 12'-3 140A 9'-1• 6-4 r-7 e-0 7-f0 7-3 -10 6'-11' 1V-5' 7-J' (w-3' 12'-3 140.0 6'-4" _7'-7' B'-D' 9'-J• 7'-6' B'-3• 8'-11' 11'-5' __ 6'-3' 12'-3 14LO 8'-10' 6'-5' 7'-6' 6'-Cr r-9- 7'-4' 7-9 6-11 11-5 Y-4' 8'-3' 12•-3 145A 6'-5' 7'-6' 6'-D' 9'-3• 7'-6` 8'-2• 6'-11' 11'-5' 6'-3' 12'-3 6'-6' 7'-7' 6'-1' 7'-9' 7'-5' 7-9 7-0 11'-5• r-5 6'-4' 12'-3 150.0 6'-6• 7'-7' 12'-3 55.0 8'-T 8'-6' T-T 8'-2 7'-9' Y-6' r-9' T-1' 11'-5' T-6 6-5 12-3 155A 6'-6 T-7; 6'-r 3' Y-B' 8'-2' Y-1' 11'-5'_ 6'-5' 12•-3'-6' 6'-2' 7'-9' 7'-7 7'�J' 7'-2" it'-5' 7'-7' 6'-6' 12'-3 150.0 8'-0' 6•-7" 7'-6' 6'-2' 9'-3' 7-9' B'-2' 7'-2' 11'-5• 6'-6' 72'-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. —TEND MULLION � l z �3 f 3 - i_INTERIOR MULLION1) FLORIDA BUILDING CODE (Non H'gh Velocity Hurricane Zone) o 202.0 nLTEco INC, a—u jal us o awF Br: INiiL MULLION SPACING:"S" = gyp, 020 406 RoutngstlnkerSgl te17a D6/DDATE IL 1ECOINC. 3 yY * �^� TILUT TESTING n ENGINEMNG COMPANY EXPERT SHUTTER SERVICES INC. .=X.awn.m.,sx wa vwoar�cpmas,a]4tW 668 S.W.WHITMORE DRIVE 20-064 A STATE OF :� `/�� R•.:(s»76„-,670.rv.:t�pn-,ut PORT ST.LUCIE.FL 34984 e-moil•CA-9..Laom pNGry4(appl 71p-90.7a.TAK(77E7 ml-D740 DRAWING No '`L0Ro .•'\\ CA-OD06719 a�na. on< P.E. SEAL/SIGNATURE/DATE WFFLL7ORRIIDA�%44167 PL SNEET 24 OT 18 i SCHEDULE lb SCHEDULE 2b FLOOR TO CEILING rrRAPPEDI MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN AS D A.S.D.DESIGN PRESSURE RATING(O.6.I.1&A 12'-0"MAX MULLION SPACING(ft)• DESIGN PRESSURE RATING(P.S.F.)&A 1F-0"MAX MULLION SPACING(Fll MAXIMUM MULLION SPAN(Fr) MAXIMUM MULLION SPAN(F7) MAIL MIX A.S G I MAGNUM ©4'x6"x114"MULLION G1 4"xB7A/4"MULLION G2 4'x7"xl/4'THICK(318'FLANGE)MULLION A I mamuu ©4"x6-x114"MULLION G1 4'u8'k1/4'MULLION G2 4'x7'x1/4'THICK RATINGI (� P SIRE SPAIDW FLANGE)MULLION' (p_Q ORIENTATION/1 ORIENTATION @2 M ORIEMARON 1 � ORIENTATION 12(Q) ORIENTATION 1 (�)t ORUNTARON/2 U 601 r•) (ft) ORIENTATION el ORIEMARON 2(0) ORENTATON j1 ORIENTATION/2(9 ORIENTATION/2(9 (P ter.) END INTEMOR END INTERIOR ENO INTERIOR END INTERIOR END END INTERIOR END INTERIOR END INTERIOR ENO INTERIOR END INTERIOR END INTERIOR 10'-7' 120-6' 12'-6' 71'-}' 12'-6- 30.0 12•-0• 9'-9 11-e' 9-9 12'-8' 12'-5 12-6' 10'-7' 12'-6' tt'-3' 12'-6' 35A 12'-0' 10'-7' 10'-11' B'-2' 12'-6' 12•-6' 11•-11, 10'-0• 12•-6' 12•-6" - 10'-4' 12'-8' - 35.0 12'-0' 9'-2' 10'-11, 9'-2• 12'-6• 12'-6• IV-11' 10'-0' 12'-6' 10'-4- 12'-6" 40.0 1T-00 9•-10' 10'-5' B'-B' 12'-e' 11'-8' 11'-4' 9'-6' 12'-6' 11'-10' 9'-7- 12'-B' 40.0 12'-0' e'-B' 10'-5' B'-9' 12'-B- I1_-e' 11'-4" 9'-6' 12'-8• 9'-7' 12'-e' 45.0 12'-0' 9'-3' 10_7' B'-4' 12'-5' 10'-11' 10'-1 I' 9'-1' --i2'-e'- -11'-2' 9,-0_ 12'-6' 4S0 12'-0' 8'-4- iD'-1' _8'-4• 1V-5' to'-11' -To'-11' 9'-1' 12'-8' w-0• 12'-6• WD IV-0' 8'-9' 9'-8' B•-I' 12'-0•_ 10•-4' 10'-7- e'-9' 12'-6' f0•-7' B'-6' fY-6" 50A 12'-0' 8'-1' 9'-8' 8'-1' 12'-0" 10'-4' 10'-7' e'-9' 12'-6' e'-6' 12'-8' SSA_ 12'-0' 8'-4' 9'-5' 7'-10' 11'-8' 9•-10' 10'-3' e'-e' 12'-0' 10•-1' - e'-1' 12'-6' au 12•-0' 7'-10' 9'-5' 7'-10' 11'-8- 9'-10' 10'-3' 12•-6' e'-7'' _ 12'-6'- _ 12 7 ' 8 '-eBOA 9-2' 7•-6' 17-4' 9'-'5 11' '-3 IV-6' '-6 _WA 12'-Cr - ' ' ' Y -9&0 1 - 7-5 12'-6' B&0 12'-0" 7'-2' 8'-17' Y-2' 11'-p'_ 0'-I' 9'-8' e'-0' 12'-6' 7'-5• 12'-8' 70.0 12'-0" 7'-4' B'-8' 8'-11' 10'-9' 8'-B' 9'-5' _7'-10' 12'-6' V-11' 7'-2- 12'-B' 70A 12'-D' 6'-11' 8'-B' 8'-11' 10'-9' 8'-9' 9'-5' Y-10' 12'-6' 7'-2' 12'-e• 75M _72'-0' - 7'-1' e'-B' 8'-B' 10'-e' B'-5' -9'-J' 7'-8" 12''-6_ V-7' -- 6'-11' 72'-8' 75A 12'-0' 6'-8' 8'-B' _G'-B' 10' -5' 9'-3' 7'-0' 12'-6' 6'-11' 12'-6' 50A 12'-0-0' 6'-11' 8'-4' 6'-5' 10'-}' B'-2' _9'-0• 7'-5' -12'-8' _ 8'-4' -- 6'-B'_ 12'-B'_ 60.DLE�12'-Om 6'-5' B'-4' 8'-5' f0'-3' 8'-2' 91-0' 7'-5' 12'-_B' 8•-B• 12'-6' mA _12'-0' 6'-B' _B'-2' B'-J' B'-g' 7'-17' B'-10' 7'-Z' 12'-8' _B'-1' B'_8' 12-B'_ BSA _6'-3' B•-2' B'-3- f0'-1' _7'-I1' 8'-70' Y-2' 12•-8' 6'-8' 12•_8• 90A 12'-0" 8•-B' _W-0' B'-1' 9•-2" 7'-W B'-5' 7'-0'_ 12'-5" 7'-10' -- fi'-4" 12'-8' g&O 6'-l' 8'-0' '-B' Y-O' 12'-5- 6'-4' 1T7'-5' 8'-6' 6'-10' I2'-7' 7'-5' 6'-Y 12'-8-8' 1iSo 5'-it' 7'-10' 5'-71' 9'-B' 7'-6' 8'-6' 6'-10' 12'-1' 6'-2' 12'-8"107E0 12-0' 6'-2' 7'-8' S'-9' 8'-Y Y-0' 8'-3' C-8' 11'-9' Y-0'- e'_0' 12'-6'- 100.0 S'-9' 7'-B' 9•-7' Y-4'_ 8'-5' b'-6' 11'-9' 8'-0• 12'-6'2-0' 8'-0' 7'-7' S'-8• 7'-10' B•-8' Y-1D' 6'-8' 11'-B' 6'-8' S'-10' 12t= 10&0 5'-8' 7'-7' 8'-8' 9'-4' 7•-1' 8'-3" 5 3w 11'-6' 5'-10" 12'-4" SCHEDULE lb- (LIMITED LOAD.MULLION SPACING&SPAN INSTALLATION= SCHEDULE 2b' iLIMMED LOAD.MULLION SPACING&SPAN INSTALIATIOM FLOOR TO CEILING fIRAPPEDI MOUNTED MAX.SPAN ift)FOR£ND&INTERIOR MULLIONS FORA WALL MOUNTED MAX.SPAN(ft)FOR END&INTERIOR MULLIONS FORA GIVEN GIVEN A.S.D.DESIGN PRESSURE fD.UT)AND FOR 17-0"tCASE It&W-0"(CASES IB&11)MAX MULLION AS.D,DESIGN PRESSURE RATING(D s.i 1 AND FOR 1T-V'(CASE 1)&BA'(CASE III MAX SPACING(fl)• MULUON SPACING Lq• MAXIMUM MULLION SPAN (FN) MAXIMUM MULLION SPAN (Fn OIL 'x6'x114' HICK 4'x6LL11NHCK 2'xrxl/4'THICK MAX 'x6'x1/4'THICK G1 4'xB*xlWTHICK G3 IWTHICK,,Z. G N = G 4MUWMnELM 069GN MULLION MULUON I1 MUWON ISKIA@ MULLION ON MULLION RANGE)MULLION CAM PRESSURE SPACNO i i OF99A1101 16TF7it0011/l 01EIffAlOEf jt Diff1RADN/ 'I7FMAD0J jl D9ENOJCN j CAS SPA010 f81 jl tx6DfU71pN)'am AIM 110Rd1OA"II plExwlort I'A7pAlON 11 0t&NLt110I1/ �) (ft)• W (G)t 14t W (0)t (fit Ot END (P...4 (fit at fat (fit Ot Hit Ot END INTERIOR END INTERIOR INTERIOR END INTERIOR (' _ /rMULLION END I INTERIOR END INTERIOR I INTERIOR END INTERIOR 30A 12'-0' - 12'-B' 12'-6' 12'-6' 12'-6' - 7 t'-0_ z 30.0 12'-0' - _12'-6' 12'-6' 12'-6' IV-6' - 11'-0_ 3&0 1Y-0' - 1Y-8' 12'-6' il'-11' 12'-6' - il'-0'_ 3 I/ _310 12'-0' - 12'-6' 12'-6' 1 '-117 12'-6'_ 11•-0' 400 12'-0' 12'-6' 1 V-S' 11•-4' 12'-6' - W-0' 40.0 12'-0' - 12'-6' 11'-8" 11'-4' 12•-6' - 11'-0' CSEI 45A 12'-0' - 12'-5' 1o'-11' -To'-11' 1-0' f= _ ISEY 4&a 12'-0' -- 112-{5 ITRIOR12'-0' 10'-4 10'-7 12'-6 12'-0 12•-0'•' f10B0•''---514'1'' 1B100'-''--11Y 11122'---86e'' MULLIONl 6-2- t 'e 10- 1z '-B- 8 ' 11111111'•----o000'-6• 9'-5" W-11" 12'-0' -it '-0808 12-0' - It- 12'1' - 11'-3 30.0 8'-0' - - = - I V-O" ( -. .. 336.D e'-0' - 12'-67 12'-0' 12-6' 12'-8' 0 9-0' 9'-0' 9B''--00' B- 12'-6' 12 6' 12-61 12'-6• 1•-o• MULLION SPACING:"S" 40.0 B'-0' 9'-0 9'-0" e'-o' go-ow - I2-e_ '12•-6' 12•-8' 12'-8' - 11'-0' 45A 8'-0' - _ 9'-0' 9'-0' 9'-0• 9'--0' - B'-O• fL 50A 8'-0' - 12'-6' 12'-5 12'-1' 12'-5 _ 11'-0' 5a.0 8'-0' - B'-D' 9'-0' 9'-p' 9'-p' - "_p• 554 81-0" - 120-6' 12'-6' 1 V-6' 12'-6' - i 1'-0• 55.0 8'-0' aao 8'-p' - 12'-2- 12'-Y 1t•-4' 12•-2- 11•-T 'MAXIMUMMULLIONSPACINGSHALLBESUCH (dSEff _ 40A e-a - e-o_ a" e'-o' - 12'-0' 120-0• 1 V-4' 1z'-o• - n'-0' THAT MAX.ALLOWABLE SLAT SPAN FOR THAT _BSA 3pA _ B•-0' _ 9'-0_ 9•-0" 9'-0' 9•-0, - 9•-0' DESIGN LOAD SHALL NOT BE EXCEEDED. �A e'-0' - 9'-0" 9,-G' 9'-0' 9'-e 3BD e'-0' - 8'-0' 9'-0' 9•-0' 9'-0' - 9•-O• 7&0 8'-0' - 9'-0' 9'-0' 9-' 9'-0'- - 9'-0' 40.0 8'-0' - 9•-0' 9'-0' 9•-0' 9•-O'_ g'-a' t MULLION ORIENTATION[SAS SEEN FROM THE B0•D e'-p' - 9'-0' 9' 0' 9'-p' g'-O• g•_p• - 48A 8'-0' - 9'-0" 9'-0, 9•-o" 9•-D' __ g'-0' OUTSIDE(EXTERIOR)OF PRODUCT. 66D a'-a' 0'-� _ 9'-0' 9'-0' 9'-O' ___B'-0• 9'-0' 9'-0' 9'-0' 9'-0' 00.0 e'-0' - _ 9'-0' 9'-0' 9'-0' 9'-0' 0•-0' 66A B'-0' 9'-0" 9'-O" 91-0' 9'-0' 9'-0' gS.D 8'-0' 9'-O' 9'-0' a'-0' g'-a- 9•_0, mo 8'-0' - 9'-p' 9'-0' 9'-0' 9'-0' 9'-0' 100A 8'-0' - g'-0' e'-0' 9'-0' 9...p• _ g•-0• CJSEII _ — 8,_G. g'-0• 9_G• 70A 8'-0, - 9'-0• 9•-0' 9'-0' 9'-0' - s'-o' ���� �� FLORIDA BUILDING CODE(Non H'i�gBh Velocity Hurricane Zone) Tao 8'_0. - 9'-0' 9'_a. g'-Q' 9•-G- - g•-G• �•`P�,t,••G EN S••. dn/'.' C12p2o REEca INC. Nautilus DRAWN En' M.P Ro ShullBr ferTL I--- B-0' - 9'-lY 8'-2'• T-9'• 9'-0' - 0'-0' = No.44167 MNGINEERl!NGCOMPANY . 08%/E020 itSA 8'-0' - 8'-0' 7'-8'•_7'-4'• 9'-or - 9•-0_ - TIWT TESTING EXPERT SHUTTER SERVICES INC. 1040 8•-0' - 8'-0' -0'• 7'-0'• 9'-0' - B'-0' *: •k :*f —N,m."(10�6J6>I! .-Nt'(M.am m M'. 668 S.W.WHITMORE DRIVE 20-G64 NOTE:USE TOP IF ANCHOR CONSISTS OF HILTI,INC HUSH SCREW OR POWER FASTENERS, z - ['��v PORT 5T.EOdE,FL 31904 DRAWING No WEDGE-BOLT ANCHOR.SEE SCHEDULES d 2 ON SHEET 10A =A'• STATE OF ;•�` e-mOIGA-000oOOB,com MONO(000)749-MO.Fox:(TFJ)nI-eBYa '�O' FCORIDP ' �`' r WALTFA A tLLR Jr.PF •1." oo.ee, -��•.,• \�`.'A.E. SEAL/SIGNATURE/DATE FLORIDA L'c.14'167 1 - n/m SWEET 23 Or 26 ''//F/111111N AI.t111111`` SCHEDULE 1c SCHEDULE 2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.f.) & A 7'-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& AND 7'-0"MAX.MULLION SPACING SPACING(ft)• (F. 11A7L MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN 0) YAx DESIGN LPXRM ©4'k6"XI/4'MULLION G1 4"x8'xl/4"MULLION ®4 7'xl/4'THICK(3/8'FLANGE)MUWON DESIGN ( ©4"x6'k1/4"MULLION G7 4`x8 k1/4'MULLION G2 4k7k114'THICK RATING SPACING RA�p SPAGNO 8'FLANGE)MULLION RESSUII (�. ORIENTATION gl 4:-)tl ORIENTATION#2(0)t ORIENTATION #1 �-)'f I ORIENTATION g2(8)t ORIENTATION#1 )t ORIENTATION 02(a)t (P f) (R) ORIENTATION®1 f4 ORIENTATION#2( ORIENTATIOTIOREND IENTATION 02(Q) ORIENTA71ON 62 Q ENO INTERIOR END INTERIOR END INTERIOR END INTERIOR END END INTERIOR END INTERIOR END INTERIOR END END INTERIOR END INTERIOR 30.0 Y-0' 12'-fi' 12'-6" 17-6•_- 12'-6' r12'-6* 12'-6' 12•-6' 12'-6' 12'-6" 12'-6• 12'-6' JD4 7'-O' 12'-6" 12'-6' 12'-6' 12'-6' 12'-6" 2'-6" 12'-8' 12'-6' 12'-6' 35.0 7•-0" 12'-6" 12'-6' 12'-6' 12'-6; 12'-6' 12'-6" 12'-6' 12'-6' 12'-6" 12'-6" _3,e'D 7'-0' 1Y-6-6' /2'-6' 12'-6' 12'-6' 12'-6• 2'-6• 12'-6' 72'-6' 12'-6' a0.0 7•-0' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6" 12'-6' IV-6 12'-6' 12'-6' 12'-6" 40� 7'-0' 12'-8" 12'-6' 12'-6' 12'-6' 12'-6' 2'-6' 12'-8' 12'-6• 12'-e' 45.0 7'-0' 128-e 12'-0" 12'-6" 17-6' 12'-6" 12'-e' 12'-6• 12'-6" _ 12'-6" 12'-6 7'-0' 12'-6' 12'-0' 12'-6' 12'-6' 12=6' 2'-6' 12'-6' 12'-B' 12'-6'60.0 T-0' 12'-C 11'-Y 12'-O' 12'-8' 12'-6• 12'-6' 72'-6' 12'-fi- 12'-6' _12'-6' ¢Q,0_ _7_O._ 12'-6' 17•-T 12'-6" - 12'-6' 12'-8'_ 2'-6' 72'-6• 12'-e' 12'-8' d'x0 7'-O' 12'-6' 17'-1' f2'-6" 12'-6' 12'-3' 12'-B' 12'-6' -- 12•-6• 12'-6' 12'-6' 7'-O' 1Y-6• 11'-3" 12'-6" 12'-6' 12'-6" 2'-6' 12'-6' 72'-6" su 7•-0• 12•-6' ID'-11' 12'-6" 12-6" 1V-11" 12'-6• 12'-6' 12'-6, 12'-6' 12'-6' _$D_0 7'-0' 12'--e 10'-11' 12'-6° 17-6' 12'-0" 11'-11' 12'-6' 12'-6' 12'-6' 12'-6" 66.0 7'-0' 12'-6' 70'-8' 12'-1• 12'-6' 11'-7' 12'-6" - 12'-e �- 12'-6" 12•-6' 12•-6' 8S0 T-0•- 12'-6' ^_10'-8• 12'-1' 12'-6". 12'-6" 11•-7' 12'-6' _ 12'-6' 12'-6' 12'-6' 70A 7'-0' 12'-6" f0'-5' 11'-6' 12'-6' 11'-3' 12'-6' 12'-6' 12'-6• 12'-6' 12'-6• 7'-0' 12'-6' 10•-5" 11'-6' 12'-6_ f2'-S' 1V-3• 12'-6' 12'-8• 12'-6' 12'-6• 75A 7'-0_ 12•-1' 10•-V 10'-11• 12'-6" _ 17'-0• 11'-11' 12'-S' _ 12'-6' 12'-6' 12•-6' 7'-0• 12'-1" 10•-2' 10'-17' 12'-6' 12'-6' 11'-O' 11•-11' 12'-6• 12'-6' 12'-6" 80.as.6 7'-0• 11'-6' 9'-11'_ 10'-6'_ 12'-4' 12'-6' 10'-10' 11'-5-5' 12'-6' 72'-6' 11'-11' 12'-6' — 7'-D' 11'-6' .9'-11' 10'-6' 12'-4' 12'-8' 10'-10" 11•-5• 12'-6' 11'-11' 12'-6' au 7'-0' 11'-O' 9'-9' 10'-2' 17-1' 12'-6' 10'-Y 11'-0' 12'-6' _ 12'-e' 1V-4' 12'-6' 83,0 7•-0' 11'-0' B'-9' 10'-2' 12•-1' 12'-6' 10'-7' 11'-0' 12'-6' 1I•-4' 12'-6• BOA 7'-0' 10'-7' 9•-7" 8'-10' 1V-16" 12'-S' TO-5' 10'-Er 12'-6• 12'-2' 10'-10• 12'-6' _7M.Q_ Y-0" 10'-7' B'-7'_ 9'-10• 11'-10' 12'-5' 10'-5' 10'-8' 12'-6' 10'-10' 12'-6' 0.S0 7' 0' 10'-Y 9'-5" 9'-6" 11'-7' 11'-11' 10'-2" 10'-4• 12'-b` --it'-B• 10'-5' 12•-6• 7'-O' 10'-Y g'-5' 9'-6' 1 V-7' 1 V-11' 10'-2' 10'-4' 12'-6" 10'-5' 12'-6" 100.0 T-0' 9'-10" 9'-3" 9'-3` IV-5" 11'-6' TO-0' 10'-1- 12'-6- 11'-5' 10'-1' 12'-6' 1 A_ 7'-0' 9'-10' 9'-3' B'�T' 11'-5' 11'-5' 10'-a' 10'-1' 12'-6' 10'-1' 12'-6' fO&O T-0• 9'-6" 9'-1' 9'-1'. 11'-J� 11'-2" _ 9'-10" 9'-1D" 12'-6'_ 1T-7" 9•-8' 12'-6' _7�� 7'-0 9•-6' B'-1 9'-1• 11'-3' 11'-2' 9'-1D' 9'-10' 12'-6'_ 9'-8' 72'-6'_ 11&0 7'-0' 9'-3• _B'-11' 8'-10' 11'-7• 10'-1D' 8'-9" B'-7' 12'-6" 10'-9' 9'-5' 12'-6' 11g0 7'-0' 9'-3" 8'-17' 8'-10' w-1' 10'-70' 9'-9' 9•-7' 12'-6' _B'�5' 12'-6' 115A Y-0' 9'-O' _ 6'-10' 8'-7' IV-11' 10'-7• 9'-7' 9'-W 12'-6" 10'-5' 9'-1' 12'-6' 1 5.0 7'-0' 9•-O' 9'-5' 12'-6' 9'-1' 12'-6' 130.0 T-0' 8'-9' 6'-8' 8'-5' 10'-9' f0'-3' 9'-5' _9 '-3' 72'-6' 10'-2" _ 9'-10' 12'-6• 1=0 7'-0' 8'-9" 8'-8' e'-5' 10'-9• 10'-3• 9'-5' 9'-3• 72'-6' 9'-10' 72'-6' 1260 7-O-0'_ 8'-6" 8'-7' 8'-2" 10'-7" 10'-0"_ 9'-1" 17-5' 9'-17" 8'-7" 12'-6' 7'-p' e'-6' 8'-Y 8'-2' 10'-Y 10'-0' 9•-4" 8'-7" 12'-6' 13DA 7•-0' _8'-4' e'-5' 8'-0' 1a-8" 9'-9' _ 9'-2' _8'-11' 12'-6' 9'-9' 8'-5' 12'-6' �,p 7'-0' 8'-4" 8'-5' 8•-0, 101-61 g'-9' g'-2' 8'-11' 12'-6" 8'-5' 1SdA 7'-0" e'-2' B'-4"_ T-9' 10'-4' 9'-7' 9_-1' 8•-9' 12'-6' 9'-6' 8'-2" 72-e_ 1 7'-0' 8'-2' B'-4' 7'-9'. 10'-4' 8•-Y 9'-1' 8'-B" 12'-6' 8'-2" 12'-6' 140A 7-0'_ 8'-0' 6-3' 7'-Y 1D'-1" 9'-4' 9'-0' 6'-7' 12'-6' B'-4' 6'-0' 17-6" 7'-0" 8'-0' 8'-3' 7'-7' 10'-3' 9'-4" e'-0' B'-Y 12'-6' _e'-D' 6'-2' 7'-5' 9'-9' g'-2' 8'-10' 8'-6' 12'-6- 9•-2" 7'-10• 12'-6• 14ti0 7'-0' 7'-10' B'-2' Y-5' 10'-f• 9'-2' 8'-10' B'-6' 12'-6' Y-10' 12'-6- 150A 7'-4• 9'-5' 9'-0" 8'-9� 6'-4' 12'-6' 8'-11.' 7'-B' 12'-6' ,-a 7-0' 7'-B' B'-/` Y-4' 10•-0" 9'-0' 8'-9' 8'-4' 12'-6' Y-e' 12'-6' 1510 Y-0' 7'-2' 9'-2' 8'-10" 8'-8' 8'-3' 12'-5' 8'-9' T-6' 17-6" 1550 7'-O' T-6' 8'-0" 8'-10' _ 12•_5•- 7•_6• 72•-8• 160.0 Y-0' T-4' T T-0" e'-70" 12•-2' e'-a' T-5' 12'-6' 7B0.0 T-" T-4' T-tt' T-0' 9'-9' 8'-8' B'-T 8'-1' 12'-27 7--5' 12'-6'. 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. 7-END MULLION z I I INTERIOR I MULLION `�\\1111((r,(.rH)7Y! FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) .� .•. 02Gz0 nLTECG INC. DRAWN 1h: 1Va u fil us M.P. MULLION SPACING:"S" Cs� ^t RoilingShnfterli)m*m D6/e/2020 a No.44167 IL EC® INC. DATE nWt TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. //' L!/-� °�Nb `n•°a `�"w•A n xiwa 669 S.W.WHITMORE DRIVE 2�: Rov a OmpTt-Em.ra:DIe10T1-tm 20-064 STATE OF i e-tee Ia."oaoa e,m PORT ST.LUCRE,Tl Bases i ' �COR1D a GOD67ts RMDRE:(eoo7 7u-tose.My(n7)mt mao DRAWING N. A• \ICI WALTER A nWT Jr.P.E `p•E. SEAL/SIGNATURE/DATE FLORIDA IJn/44187 ml1-1Y SEIEET 26 D<2e 'YYY71N I I I I I I I I I I11Ntt� . `. THE SUNRISE CITY -� FORT CIERCE _ A BUILDING DEPARTMENT C BUILDING DEPARTMENT P.O. BOX 1480, FORT PIERCE, FLORIDA 34954 772-467-3718 FAX: 772-467-3849 Permit Conditions DATE: 3/23/2021 PERMIT#: 21-1759 OWNER: MIRAL&LINDA PARKER CONTRACTOR: DVT HURRICANE SHUTTERS INC PROJECT ADDRESS: 304 S COMPASS DR. THE ABOVE REFERENCED PERMIT HAS BEEN ISSUED WITH THE FOLLOWING CONDITIONS: 1. Please utilize installation methods, shutter spans, glass separation, and anchor spacing to achieve a positive design pressure rating of at least 30 psf and a negative design pressure rating of at least-40 psf. The above conditions must be addressed prior to requesting an inspection for the item included or prior to final approval of the project. Any items not properly addressed will hold up final approval and issuance of the required certificate of occupancy/completion. Some items listed above may require revised plans, as-built plans and/or certification by a licensed architect or engineer. When dealing with revised documents, please allow sufficient time for review and approval by appropriate departments or agencies. Approval must be granted prior to requesting any inspection. I have read the above statement and will abide by same: Contractor or Owner/Builder's Signature Date 100 NORTH US 1,FORT PIERCE,FLORIDA 34950•CITYOFFORTPIERCE.COM•TEL:772.467.3000•FAX:772.467.3849