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Home My WebLink AboutProduct Approval O'Grady Residence 2675 Conifer Drive / Fort Pierce, FL 34951 OPENING WIDTH HEIGHT #1 85.50" 78" #2 85.50" 78" #3 134" 142" #4 156" 142" #5 147" 142" ko Its - Business & e oon BCIS Home Log In f User Registration Hot Toplr Submit Surcharge Stats&Facts Publications FBC Staff f BCIS Site Map f Links f Search i Florida . M�'•f Product Approval USER:Public User tr_tndt:cn F�ura rrt-rr. Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL12246-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST Port St. Lucie, FL 34984 (772)871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie, FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R4 COI EXPERT SHUTTER SERVICES DRWG 17- 244 CERTIFICATION OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1996,E-1886 2005 ASTM E-330 2002 TAS 202 1994 Equivalence of Product Standards Certified By i Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: No FL12246 R4 II EXPERT SHUTTER SERVICES INC DRWG Approved for use outside HVHZ:Yes 17-244.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:+160/-160 Created by Independent Third Party:Yes Other:State Missile Level"D"wind zones 1,2,3 and 4 Evaluation Reports (basic protection only). Pressure rating: +30,-30 p.s.f,at FL12246 R4 AE EXPERT SHUTTER SERVICES DRWG 17- 20'-0"span and+160,-160 p.s.f.at 8'-0"span with 1/2" 244 PRODUCT EVALUATION REPORT.PDF slip.See sheets 15, 16 and 20 for additional pressures and Created by Independent Third Party:Yes spans. Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe GENERAL NOTES: B.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1. NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.) 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 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. -3/8'0x1 1/4'CALK-INS MANUFACTURED BY POWER FASTENERS, INC. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DAOE -1/4'0x3/4"SOLID-SET MANUFACTURED BY ALL POINT, INC. /BROWARO COUNTIES). -3/8-0 KWIK BOLT TZ MANUFACTURED BY HILTI,INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -5/16'0 TAPCON MANUFACTURED BY ITW BUILDE%, INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd=0.B&USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC S D MINIMUM EDGE DISTANCE AND FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PR MME RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 28. EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING O 100% EDGE DISTANCE O 100% CONCRETE CONCRETE BLOCK TO COMPARE THESE IN/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 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, 1/4'0x3/4'SOLID-SEI 3' 3" 7/8" (3000 pal) NOT ALLOWED A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Na USED IN THEIR ANALYSIS. FASTENERS 3/8.0 KWIK BOLT TZ 9' 4' 2 1/2'(3000 pal) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S.2015. 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 ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH 10.ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, FLORIDA REPORT 1030.01-08 AS PER ASTM E 1996-05. E 1886-05 AND E 330 STANDARDS, QUALIFYING 10A, 71. 11A, 12. 12A, 13 LW13A INSTALLATIONS FOR WIND ZONES 1, 2,3 & 4,MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY NILII, 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 B1'HILT, INC, FOR ADDITIONAL LIMITATIONS. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6083-T6 ALLOY(UNLESS OTHERWISE NOTED), SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICAN BELOW OR AT ABOVE MENTIONED SHEET. 4. ALL SCREWS (EXCEPT END RETENTION SCREW @)TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN EMBEDMENT O 10O% 50018.ALL S.D.S.ARE TEK SCREWS MANUFACTURED BY ITW BUILDER & SHALL COMPLY W/ FLORIDA BUILDINGGROUT FILLED OR CODE SECTION 2411.3.3.4. ANCHOR SPACING O 100% EDGE DISTANCE O 100% CONCRETE CONCRETE BLOCK 3/4"0 KWIK BOLT TZ 27' 9' 4 3/4" (3000 psi) NOT ALLOWED 5. BOLTS TO BE ASTM A-307,GALVANIZED OR 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" (3000 PSI) NOT ALLOWED 6. NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S. PATENTS 86.095,225 AND 87,409,980. 3/8'0 WEDGE-BOLT 4 1/2' 4 112' 2 1/2' (3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR I@ SIDE RAIL SHALL BE AS FOLLOWS: 1/2.0 IRR-H SM OR WEDGE BOLT 6' 6 3" (3000 PSI) NOT ALLOWED 5/8.0 MIS-1 Sq(kN'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. COMPRESSIVE STRENGTH. 11. THE INSTALLATION CONTRACTOR IS TO S FAL/CAULI(ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16'0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW BUILDER, 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 A.1) 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. A2) MINIMUM EDGE DISTANCE (E.D.) INTO POURED CONCRETE SHALL BE: 4" FOR 5/16"0 TAPCON XL ANCHORS&5"FOR 3/8"0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL ANY FINISH MATERIAL 15. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e. WHERE THE SITE A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON CCOONDITIONS 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 SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS (B) TO EXISTING GROUP FILLED CELL CONCRETE BLOCK WALL ASTM C-90 P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -5/16"0 TAPCON XL ANCHORS,AS MANUFACTURED BY RW BUILDEX, INC. (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. B.7) MINIMUM EMBEDMENT . 5/16'0 TAPCON %L ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK UNIT SHALL (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF 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 2 1 4'-.T INT6 STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. A DELEGATED ENGINEER TO THE P.ED. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 8.2) MINIMUM EDGE DISTANCE (E.D.) OF 5/16.0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4'. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL (e) THIS RECORD D.SH R PBEAERO HE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 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 MANUF GTWR6o:;,).ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF SUCH PANELS. FLORIDA BUILD,** 0 )MEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE (C)TO EXISTING WOOD FRAME BUILDING: SPRUCE PINE-FIR-SMITH (G-0.36), DOUGLAS-FIR-SOUTH (G-0.46) OR • 9KQL ONLY BE USED 70 SOUTHERN PINE 82 W/G - D.55 MIN. �!!�► IAL THE STATE OF FLORIDA FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BUILDEX, INC. �� 02017 TILTECO INC. • ORAMN er: C.1) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4"PHYSICAL �'44167 _ Nautilus �� THREADED PENETRATION. * • Ronwg86n(ferS�;shm NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. .p-.--S v 'L C•y 0 mc. OATS C.2) MINIMUM EDGE DISTANCE((E.D.)OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4'.EDGE DISTANCE IS ��0;• pbv\\\ TILUT TESTINO&ENCINEERINO COMPANY EXPERT SHUTTER SERVICES INC. BEYOND ANY FINISH MATAIAL. Z �•' \\ eiv x•.:uw a.se..�nS wcxA r.�w,,n u,ae 1628 S.N.BILTMORE STfrEET vm..:(uspn-mw.r,.,(w.+)en-.a11 17-244 •�•''••••• {{ a-mall:lltaco0aal,com PORT ST.LUCIE,iL 34984 ORAMOM:IM C.3)TIN CASE HE EXISTING WALL OR FLOOR ANCHORS PRECASTCONCRETE BE LONGBENOUGH�TO PANELS. THOR PAVERS E MAIN STRUCTURFOUND U EHIND �'�`S��1VAt��6L{{{ Na,>A.TL`rrlJr.P.E. �HON�,®aoo)7�9-9�8,�:�m:)e71��90 SUCH PANELS. P.E.SSGV 1010 9W)DATE ROMA Uc.0"167 n a SHEET 1 Orta ' J#487' #6 #c9r9 ^#7z1,0 #3 # #s #6 88OLJ#2 1.810 #1 9i8• .NZ• RYPJ e•"I .91, a\N ar.s1��,. mga7-�z1e.4uw g^ aw+r��0210z0 s1w11�73-1Ruo 6w/ DETAIL,A1885TAt16S51�8414H1 p�?� DIp,• TMSSHFADT405MLCMTHREA0410Rar ** 8I2(61IS1NF%1MABDIREAD41RR 6Cm11*i RI • 7' 83.1.629• P1.6i9P2•983.69 z4v RIA6RI.99ow _ A ry OPTION t/1(MDNOLRHIcI ZMMMMOPTION#2(wTWASHER) «$ N �h I 1-OQ.0 47RWSTAMESSSM SCREW (TYP.) y• YA COATEDY MAOSLVER ET L'C 17 AI 1,=7. \! aQ Ste, g COMING EM ASMAANTICORROSION FACTUF 4.070• ' 6YSUNBELTCOATMLLC �. 9' 4y'•d Fy-191A IWI(YES)STRB10119, wr A1s I w.e F�•�4 a•�I I FBI=19881dDE 9ESRe a1M .es4• .470• oA SLATS .7m• .729• .ler !,7er mY .) ,Fo ® STARTER SLAT .wr I.060- BOO,1T6ALNAINUMALLOY i NE21T8ALUMINUMALLOY �•� FY.S1AkN(Pdn ()ET LI �,B SCALE.trr•I• ©BASE SLAT �e 6CALE 19r.1. 11083-TB ALUMINUM ALLOY $ -- SCAlE:1R••4 1 A35 .200- Isa c.us 10 ,� •�• ACETAL BUSHING`•r dam. 0.c00' NSE YOOPTIONS SIANDM Ise .tu ® Ate• to to r.►95 k DENSR 8 `: _ a 4 Y:fA 0trn` �I .tu; •u0• TETLYEMOOlAUS3771a1 N I O BUILD-OUT TUBE R�(LMl3i�ODULA(S 66804 1�fe9 .tu• ^1,2w• 2416• 6063-45ALUMINUMALLOY MOD NOTCT®LPACT.L51,11V SCALE:VA70' ?.1• •.000• ©RETAINING SYSTEM:17SCR1• EW+BUSHING I--13 * OE E1 BUILD•OUTTUSE OD X 'SIDE RAIL BUILD-OUT TUBE 6061T8 ALUMINUM ALLOY 606178 ALUM9NUMatLOY .125' 666} UM T5ALUMWALLOY SCALE:trr•1• SCALE:t0'•1• J SCALE:IO••1• *MUST BE REVIEWED BY SHUTTER MANUFACTURER TO ALLOW FOR A MINIMUM •Ao6• nom• 0.050•CLEARANCE BETWEEN SCREW HEAD AND 7.000' CAVITY WALL AT NON HURRICANE POSITIONS. BUILD-0UTTUBE 5063-76 ALUMINUM ALLOY 1000' SCAfE 1Q•.I• .7w' � OH 1/4.0x3/4•RW)BUILDEXTEKSCREW CARBON STEEL I Zyy b SCALE IR•=i• R •�) B �E QI 5116.0 RWBUILDEXTAPCON XL ANCHOR CARBON STEEL SCALE:7/r.,• sem, ..000 OK STORM BAR ,,..••••-•.,, JO 3/8'OHILTI,INC.KWIKBOLT3ANCHOR wet-,n ALUMINUM ALLOY © 4x7 MULLIO ,eCARBONSTEEL SCALE Vr.I- OF TRAPPED ANGLE © 4x6 MULLION G1 4x8 MULLION em1-T6ALL0AwuM �"A,YQ SCALE;irr•I- 6061-T6ALUMINUMALLOY 6001-T6 ALU40NUM ALLOY �.�..N••• •."�•••. 608376 ALUAONUMALLOY SCALE.716•• SCALE:,A••I' SCALE-3W I• SCALE:O/C=t• \ FLORIDA BUILDING CODE (Non Hlgh Velocity Hurricane Zone) `\\ ••\ C 2017 TILTECO INC. • CPA9t7 Bn No 44167 Nautilus Lr- ,0��._._• \ I1. E C O INC. R41HIIlgSAMlterSyale7n I>at��n TEF EXPERT SHUTTER SERVICES INC. \\ TIL1R TESTING d ENGINEERING COMPANY Q••.. y \\ e,m Nr.=eu si.n•.3M,acr rn—.rL.1. 1626 S.W.BRTMORE STREET 17-244 COMPONENTS •0R1fx6bn-uTI PORT ST.LUCIE.FL 34984 (/ L\ a-m0R At<900aW.cam ORATIRx•Ib �� .�s' ...... • ••w(LEEB-00067tB (�)749-9055FAX:(771)6')I-0990 WALTER A TILL7r Jr.P.E. �'. P.G' //�7�/R DATE FLORIDA Lk./44167 ;� SHCCT 2 Or2S 14 { 13 ter.+ ,. 14 • .+ +• 21 • i • I G moi' 4 �. 12 • •. - � � S �� O �r to 1 SIDE/END CAP j 8 2 HOUSING(BACK&TOP).040 THICK 19 01-403 HOUSING(FRONT&BOTTOM).040 THICK • °@ 4 SPRING BRACKET e O `100 5 SPRINGASSEMBLY 4-'�+ ° 6 60 MM OCTAGONAL AXLE ' 7 SIDE RAIL(MAIN SECTION) •r' 8 SIDE RAIL(COVER SECTION) ,�• I » 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 • 11 ALUMINUM BASE SLAT ti 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 HOUSING(BACK&TOP)FASTENERS ° 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY 1-0 19 OCTAGONAL AXLE FASTENERS 020 60MM OCTAGONAL DRIVE CROWN 1-0 21 CONNECTOR SLEEVE 4 10 22 GEAR-PLASTIC OR ZAMAC CASING d 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX & END (;AP•&SSEMBLY COMPONENTS %oill ,4�,.•''2'C1S••'''•.9 •% FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) = 02017 RLTECO INC ilk Nautilus LaWe. „ s .44167 Roning S6nNerSymem 08/24/17 DATE p 90tiy ,,�,`�,\` TIL11T TESTING n ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 6 .• eau wr,xw w s.7oq vAGw r+Aaa1 n x1181 1616 S.W.BILIAIORE STREET 17-244 _ 1\ °"O•• (2m1e7,-Ism.r0i:( 1-1531 PORT ST.LUCIE.FL 34964 Glteme9ol.eom DRAWING No E S�ONA�E' FFFF ER-0006719 ��`1e0o)749-9031,FAx:(772)671-0190 WALTER A. RLLR Jr.PL '�. •.a ". RE/GATE FLORIDA lie./{4167 I .� SNEEf J Oi 26 e s BOX F do Y/7 BOX D V/8 �( (r�E)AR D V/9 K SEAR D Y/6 do Y/7 \ \ \ \ \ \ \ \ END CAP END CAP END CAP END CAP-- 01 SLATS is suis SLATS sLATS SLATS p SLATS SLATS SLATS 0/8 SLATS 07 8 z Of 8 Surs 0/8 0'/8 0/8 0/8 0'/8 S7 7 LATS SLATS b 1 � !1u�TsD Surapa. END) (Typ. Ea. END) 9 89 SLATS I SLATS A A 10 MD.) 810 (Typ•) SLATS suns I STORM BAR SPACIN B �Y/6 & Y/7 (SEE SHEET 22) �VIB do Y/7 (pl �V/9 �V/9 Mm.SLAT SPAN (SEE SCHEDULES ON SHEETS 15&20) Moa.SLAT SPAN TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS * ** (SEE SCHEDULES ON SHEET 15) NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: * CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0'APPLICABLE 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/ 81 SLATS AT TOP,FOLLOWED BY 82, 83, .....THEREAFTER,ALL THE WAY DOWN.EACH SLAT 8 SHALL CONSIST OF MIN. FNE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW 81 SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT(g)MAY VARY WITH SHUTTER'S HEIGHT. PL Tk(b) BOTTOM SLAT BQMUST BE ALWAYS INSTALLED. �1L't� `f.•.......[,�y�� ** C�,2:SHUTTER HEIGHT LARGER THAN I V-0'APPLICABLE TO INSTALLATIONS W/O STORM � �a',•VV v� \.- FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) BARS AND W/OR W/O MULUONS W/HEIGHTS LARGER THAN 11'-0.. • No,441 : 02017 TLTECO INFDRAWN BY.' (o) CURTAIN SHALL START W/81 SLATS AT TOP,FOLLOWED BY y2, 83. .....THEREAFTER,ALL ,k: * '_*= Nautilus THE WAY DOWN. EACH SLAT 8 SHALL CONSIST OF MIN. FIVE (5) SLATS OF THAT SLAT RoIDngS71L7!lerSysbm MA4117 NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW 81 SLAT SHALL BE '�'. �• �� IL E C O�N�. LMn CONTINUED UNTIL 810 SLAT IS INSTALLED.AFTER 810 SLAT IS INSTALLED,ADDITIONAL 810 ,�� T1LLn TES71N0&EHGINEERINO COMPANY EXPERT SHUTTER SERVICES INC. SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT- t0A(• •.,CII1iiv,'tr•\�11 a7ss K.,3144.e-sr4 w1.Lao a e.rmoo.n 111a 1626 S.W.BILTMORE STREET • �� •....• G 11 �.:(7pl�J1-Inn.re:(nspn-1n11 PORT ST.LUCIE,R]4981 17-244 (b) BOTTOM SLAT QB MUST BE ALWAYS INSTALLED. S� 4� t(t °- 111'Ut.°O°a'ca" DRAIRIL6 Mo +%y ONA1. 11 LB-0006719 FPOE:(500)749-963a.AZ(777)871-OM A WALTER TILLIT Jr.P.E. �•• a P.E. SEALS ATURE/DATE FLORIDA Uc.!44167 I �.A . sxLT:T / OT26 a 0 Max.MULLION SPACING W-1/10 OR W-2/11 OR G or© or (SFE SCHEDULE —,{ G or® Or ©A�W-3/12 OR W-4/13ON SHEETS 24,25&26) �W-1/10 OR W-2/11 ORMu STORM BAR SPACING Nex.MUWON SPA"" o REAR or© Or W-3/12 OR W-4/13 BOX (SEE SCHEDULE ON SHEET 2 (SEE SCHEDULE V/9 KON SHtETS 24, 25dt 26);., ";% BOX :'iii. + END CAP I I END CAP—, II II II II I I I II II SL I II II 11 I II II Sun I II II SLATS I I I I I SLATS I I I 11 SLATS I I I I I f13 N I 11I I SLATS N I 11 I I SLATS N �d i ii ii v U) i 8s+� ii P;70 8 P 8 ii I I I I I SLATS 'a i� I I I I I SUITS z 1 I I I I V)`� a I I I I I vaaiN 1 I I II ZY II 1 I I I I SLATS 3 N�1 y I I I I I SLATS o� ® I I I I I �Li z I I I 7W 1 II I I sW �o I II II D Ln Q/8 I Q 8 1 1 SL 3 y o 00 0/8 I —Q/Si 1 1 Sun �z I I I I suTS sz tom I I I I I A I 1 1 17 M 6 /� ' i i 1 Sun I I I IRSLATS SLATS �_u I I I I o (ryp.) 1 R B a I 0 0 (ryp.) I R 8 1 R 8 w 1 I I I I W I 1 1 I I u I I I °r I I crSunLATS m o" I R'/ I I R/R/8N I I i i (TYP•Da. END) ori 1 11 (TYP• Ea. END) B R'/8 I I I I I gg un I R/8 11 R/8 , II star cr II or 11 I cr II or R'/8 I I R'/8 11 11 R'/8 1I R'/ II I I i t 11 g10 1 110 I I I 1 1 1 I I I 1 1 I SLATS W-1/10 OR W-2/11 DR B MAX. STORM BAR SPACING' W-1/10 OR W-2/11 OR B W-3/12 OR W-4/13 (SEE SHEET 22) ( W-3/12 OR W-4/13 V/9 T (TYP•) YP•) Max. SLAT SPAN Max. SLAT SPAN Max. SLAT SPAN Max. SLAT SPAN Max. SLAT SPAN L SUIT SPAN (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (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 W1 MULLION & W/0 STORM BARS WZ MULLION A W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: * CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0'.APPLICABLE TO INSTALLATIONS W/O STORM BARS, W/STORM BARS OR W/STORM BARS& MUWONS W/HEIGHTS UP TO 11'-O'. (a) CURTAIN SHALL START W/11 SLATS AT TOP, FOLLOWED BY 12. 13. .....THEREAFTER ALL THE WAY DOWN. EACH SLAT 1 SHALL CONSIST OF FIVE(5)SLATS OF THAT SLAT NUMBER.PROCEDURE FOR • •'""•-- ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT QB MAY VARY WITH ttt'''�1♦'„�AC'.r��p'-.- SHUTTER'S HEIGHT. p'�CC.'S••••,•�✓9 (b) BOTTOM sLATQB MUST BE ALWAYS INSTALLED. AAt c FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) .44167 •. °z°"„LTEa°'"`. Nautilus DRAWN- CASE 2: SHUTTER HEIGHT LARGER THAN 11'-O'APPLICABLE TO INSTALLATION W/0 STORM BAR AND W/ MULLIONS W/HEIGHTS LARGER THAN 11'-0'. 7 ROning Shaffer SJdbm 09/24/17 (a) CURTAIN SHALL START W/ 11 SLATS AT TOP, FOLLOWED BY 12, 13, .....THEREAFTER ALL THE WAY •;• E O IN°. DATE DOWN. EACH SLAT 1 SHALL CONSIST OF FIVE(5)SLATS OF THAT SLAT NUMBER. PROCEDURE FOR � ��•'. p Q 1� �TE�rnNNG ENGINEERING COMPANY EXPERT 16SHMER°SERE RVICES INC. ADDING Sun DOWNWARD BELOW 11 SLAT SHALL BE CONTINUE UNTIL 110 SLAT Is INSTALLED.AFTER �(:Qnn w +LS' 11 rrr•.:rym1e7+-tvo'.rd:f�)eTt-+stt PORT ST.LUCIE,FL 14984 17-244 HEIGHT.0SLAT IS INSTALLED,ADDITIONAL 110 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER l� ttttlt c-mmEe4aaa67t6 eom vNoeaE:(90°)749-9058,rix: m)e7t-c7ao N. WALTER A.TWT Jr.P.E. (b) BOTTOM SLATQB MUST BE ALWAYS INSTALLED. P.E. IGNATURE/DATE FLORIDA Ue.0 44167 SxEET 5 or 2e 5/16.0 TAPCONS XL W/ POURED —5/16.0 TAPCONS XL W/2 1/4'Min. 1'xl"xl/B"OR 2"x2-xl/B" 1 4'0x3 4"ITW BUILDEX TD(SCREWS CONCR EMBEDMENT Ac 1'0.0.x0.060'GALV, ALUMINUM TUBE / / 2 1/4' Min. EMBEDMENT W/ 1'0.0.x0.060'GALVANIZED STEEL k 1"O.D.x0.060'GALV. % REO•D STEEL WASHER 0 24"o.c. 5/16'0 TAPCONS XL W WASHER 0 24'o.c. STEEL WASHER®24'o.c. � % � 2 1/4"Min.EMBEDMENT A O 0 24"o.c. 1" POURED CONCREfE POURED CONCRETE I OR GROUT FILLED j OR GROUT FILLED 11 CONCRETE BLOCK 1 CONCRETE BLOCKif WALL REQUIRED. WALL REQUIRED. 1 if 0 1ififI if I I ------------=12 .1 rte-------- � , EDGE 0F/ Iif EDGE OF•- e , OPENING M M OPENING II I M IXISTN�� !if / EXISTING a GLASS i GLA SN—'"I GLASS-�� (BEYOND) II I, (BEYOND) (BEYOND) If it if I if SEE AN SEE ANCHOR x= / =ti SCHEDUCLES RON I _ SCHEDULES ON = SHEETS 16, 17 w SHEETS 16, 17 W m SEE ANCHOR 1 F rnif dt 18 tz SCHEDULES ON �W & 18if Z 7 o SHEETS 16, 17 A z Ino A = & 18 l4 = Min. SEPARATION Min. SEPARAif TION Min. SEPARATION I N d TO GLASS s TO GLASS w TO GLASS 'I E�ERIOR = (SEE SCHEDULES, MMOR d (SEE SCHEDULES, EOMOR A w (SEE SCHEDULES, II ON SHEET 15) if 5 L ON SHEET 15) 0 � ON SHEET 15)if if if I; I if D OE • E1 / "—l�J if QOR @ 11 if 0/8 ; 0/80/8 o 08 08 ii 0/8 if POURED CONCRETE '1 POURED CONCRETE OR GROUT FILLED OR GROUT FILLED CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK " WALL REQUIRED OR GROUT FILLED WALL REQUIRED. CONCRETE BLOCK p I h WALL REQUIRED. if1 EDGE OF I if EDGE OF ifI i OPENING OPENING 2 1/16" L I1 2 1/16" MIN. E.D PAIN. E.D 1' 1 /2-x1 1/2"x0.062"xCONT.ALUM. / / 2"x4"xO.062"xCONT. ANGLE W/5/16.0 TAPCONS XL W/ - 1 ALUM.ANGLE 5/16.0 TAPCONS XL W/ -T POURED CONCRETE 5/16.0 TAPCONS XL W/ T 2 114m Min. EMBEDMENT 2 1/4"Min. EMBEDMENT 0 24"o.c. / (1'e=3 ksi Min.) REO'0. 2 1/4'Min. EMBEDMENT 0 24"o.c. 0 24"o.c. WALL MOUNTING FLOOR/CEILING I TRAPPED MOUNTING BUILD-OUT MOUNTING SECTIONS.��' 'P!T!uir •" �� ✓ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) INSTALLATION DETAILS ON EXISTING POURED NO.44167 C20171RTEDatNO. � '� Nautilus �- CONCRETE OR GROUT FILLED CELL CONCRETE neulAg Sh°reerSyga3m 0024 .� IL ECOEN�. �� BLOCK BUILDINGS '° F '4 TIWT TEST NG h ENGINEERING COAPAN1 EXPERT SHUTTER SERVICES INC. ' A` \ Bass xr.Ira.a,se..aos,�ae7u almFra,n.aalee 1826 S.W.BRT110RE STREET 17-244 0•. _ �/ \\ pl,,,,,:Omen-I .Fe.:Ooa)en-1671 PORT ST.LUGE,FL 34984 SCALE: 3 16" 1" ,•" � .•• 1\ a-matt:4neca000t.com DRATnNO IFo / �(�•• "• •'•�\ 11 EB-0006719 (�)749-90x6.FAX: 772 571-0aaa WALTER A TRUE 4r.P.E. /DATE FLORIDA Ue./N167 m1SN• M SHEET 6 OF 26 �i I EXISTING WOOD EXISTING WOOD 5/16'0 TAPCONS XL W/ 5/16.0 TAPCONS XL W/ TRUSSES OR RAFTER TRUSSES OR RAFIER 2 1/2'Mn.PENETRATION 2 1/2'Min.PENETRATION 1/4'0.0/4 ITW BUILDEX 1/40.7/4'I7W BUIIDO( 7'xl'xl/8'GR 1'.1'.1/B'OR h 1'0.0.x0.060'GALV, h 10.0..0.060'GALV. 7EK SCREWS W/ lEK SCREWS W/ EXISTING WOOD EXISTING WOOD 2'.2'4/B' 2'd'.1/8' STEEL WASHER O 24'o.e. STEEL WASHER O 24'o.c. 1'0.0.x0.060'GALVANIZED 1'O.D.10.010'GALVANIZED USSES OR RAFTER. USSES OR RAFTER ALUMINUM TUBE STEEL WASHER O 24'o.c. PLUYINUM TUBE STEEL WASHER O 24'o.c. 5/18'.TPPCONS%L 5/16'0 TAFCONS Xl ` W/2 1/2'Min. W/2 1/2'Min PENETRATION PENETRATION O 24 o.c. O 24 o.c. (2)2'x4'OR (Z)214'OR 2'.6'CONT. 2'.6'COt(T. (2)214'OR I (2)2'x4'OR WOOD HEADER WOOD HEADER 2'x6'CONT. ". 2'%8'CONT. REQUIRED REQUIRED WOOD HEADER �'I WOOD HEADER REQUIRED REQUIRED 1 i R EDGE 0 ' M = EDGE FA EDGE I M EiIGE OPENING In OPENING MrrOPENING I D zOPENING I N(E%IST1NO D W� GIASEXISTINGEXISTINGEXISTINGEIBE1ilOfl g (BEYOND) � EXIHaOR (BEYOND) A ®oR 3 Aw ®OR 2)214'OR Nln.216• SEPARATION TA = D(IHEBR B = (2I 2.4'OR I SEPARATIOXMin. v (2)2'.4.OR I SEP/RATION CONT.WOOD 10 GLSS2'x8'COM � 216'CONT. 10 GU55 SOBIXILE 0. WOOD SNO 7 WOCO STUD= 3 O 16'O.C. iIIII SNO O 1B' � A a I mum ON G I 3 O.C.NAX. 1 SIM 2D) 3 3 O 16'O.C. ?D = MAX REQUIRED ) MAX.REQUIRED REQUIRED, uin, (SEE SHEET I LOS BE DULE RS TO SEPARATION GLAS (SEE SHEET 20) 1 (SEE SHEET 20) 1 'oI 20) i ON 21 Q (SEES IE ON .I GL �i O/8 1 I 0/8 I 0/8 11 RNSH 3 1 (�2)�2'x4 OR EE ANCHORS 1 SEE ANCHORS ULE BE EDGE COM••WW0 \ 1 UL ONNSHEET 21 EDGE 0 j ON ULE SHEET 21 1( p OPENING D.C. D 0 6' I OPENING I B i REQUIRED. I O ' ( SEE ANCHORS E• I ��ICGI/z'x1 1/2'.0.062' (SEE SHEET 1 • • 2':a'.O.a6Y.cCNr. ( EDULE M.ALUM.ANGLE 20) E. ALUM.ANGLE 1 ON SHEET 21 I 5 16'0 TAPCONS XL • , 5/16-0 TAPCONS XL W/z 1/2'Min. 0/8 1 0/8 w/2+/z'Min. 1 PENETRATION 1 I: PENETRATION O 24'o.c FIWAI O 24'o.c. ,4, O/9 I O/8 2'.4'R 2.6!1 FINISH 214'OR 2'X' F0E91 2'.4'OR 2'.' 2.4'OR Z. COM.WOOD EXISTING WOOD CONT.WOOD 1 COM.WOOD EXISTING WOOD COM•WOOD 1 DECK OR W000 BONT. fM1E PECK OR BOTTOM PLATE EXISTING WOOD BOTTOM PLATE �' DECK OR BOTTOM PLATE CONCRETE SLAB REQUIRED CONCRETE SLAB REQUIRE DECK OR REQUIRED '�: (CONCRETE SUIS REOUIF(EO REQUIRED. (SEE SHEET 20) REQUIRED. (SEE SHEET 20) CONCRETE SLAB (SEE SHEET 20) i' I REOUIREO. (SEE SHEET 20) B REQUIRED. I. B EDGE. I I EDGE. CABLE) _.1 L_ i APRYAHE) WALL MOUNTING WALL MOUNTING r BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON E I-UH.G. WOOD BUILDINGS N.T.4". ��4 .•••AJC ""(C�'�9 = FLORIDABUILDING CODE(Non High Velactty Hurricone Zone). y S •44167 �s _ 02017 TIVIECO INC. Nautilus DRAWN RG1UngJhuffer IL E C O imc. EXPERT SHUTTER SERVICES INC. am 7 Ilk•� 4` TILUT TESTING R ENGINEERING COMPANY -1m1 n Isles 1625 S.W.BILTMORE STREET tf f� PMn.v(m5I671-lata.Fa.:(26s>en 17-244 14 a-matt,6ltccoDooLmm PORT LUCIE.FL.74984 �G AL�� ((1 EH-0006719 PNO.E(eDD)7449B-9056.FAX:(772)tn1-0990 N. WALTER A TILIfT Jr.P.E cR P.E. $' S'{ RE/DATE FLORIDA Lie.4 167 misml 41 �4 SHEET 7 K28 'n.EO. POURED CONCRETE OR GROUT FILLED F I ORO OOR POURED \ O OR ,J n.ED. POURED CONCRETE BLOCK CONCRETE OR POURED \ OOR J CONCRETE OR (SEE SCHEDULES,N (SEE SCHEDULES ON GROUT F LED (SEE SCHEDULES ON CONCRETE OR K (SEE SCHEDULES ON GROUT CRETE SHEETS 17 dt 18 SHEL75 17 g 16) CONCRETE BLOCK SHEETS 17&18) cRour FlLLED CONCRETE BLOCK SHEETS 17&18) BLOCK z.7sD' \ tx \ s• A H \ 0 4'ox. A QE oR E1 2.548--L-3.452 z• A ©2 oR 3 z• z z•oR+• A A D f/Z', 1/4' Ern. 1/Z', ,/4• 0 4'o.C. H 1/Z•,1/4' OR 1/8•SUP D 1/Z', 1/4' D 0 4"0.C. OR "'SUP OR 1/8•SUP D SECTION Wf STORM BARS FLUSH MOUNT (WALL) DR t/e•suP TRAPPED MOUNT BUILD—OUT MOUNT SECTION P—P (PLAN) BUILD—OUT MOUNT SQALE:3/1e•-1- SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SCOM 1/4'-I• G OR G G OR© ©oR G F Z.7 O' H A 1 0 4'o.a. H *1/8-SU H A H 04•ox.i ! A 0 4•o.C. 0 4• C.C. 1/Z', 1/4' D 0 4.O.C. OR I/B'SUP D SECTION Q'-0' (PLAN) /z•.;/a• ,/s,;/4 D /z,,/a• ,/z. ,/a ,/s,,/.• ORIENTATION 11 DR 1/8•SUP OR 1/8'SUP &A,R 1/8•SUP OR 1/8'SLIP D D OR 1/8•SUP WALL MOUNT END UWON SECTION —0 (PW) SECTION 0-0 (PLAN) SECTION R—R (PLAN) SECTION R'— H ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 do #2 ORIENTATION A 0 4'o.c. A WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MUWON TRAPPED MOUNT INTERI R MUWON INSTALLATION DETAILS INTO MULLIONS G,G1,G2 D OR 1/8'SUP OR 1/8'SUP D (2) 2'x4" OR 2"x6" STUDS—\.Z (2) 2"x4" OR ` ` (SEE SHEET 20) ( E * G 2"x6' STUD I ONSHEET 2�) ALTERNATIVELY TO HO, A (SEE SHEET 20) EO' (SEE SCHEDULE MIN. 1/2' I 1/4"0-200/4" S.S. M.S. ON SHEET 21) PLYWOOD W/ NUT MAY BE USED SECTION Qz—0 ( IAN) MIN. 1/2" FOR THIS CONNECTION ORIENTATION # PLYWOOD WALL MOUNT END dr INTERIOR MUWON QOR 3 t.7so' z.zso' Z•OR ,111 A. X441 D ,/z, ,/4• �� O C s•�'•;�9: FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) OR,/B•SDP ®4•O.C. PR /Z•.;/4 ; Nautilus �D 1/e-SUP A .44167 0 2017 7 LTECO INC. FLUSH MOUNT (WALL) Q BUILD—OUT MOUNT = . . RoHingShuHorSgsMm o9/Z4/i7 DATE SECTIONS 0'-0' PLAN) ' �`' /y,�.�{D `t �' TIWT TESTING h[NCINEERINO COMPANY EXPERT SHUTTER SERVICES INC. ( _ FpS/•�•'/�r v11T, tiM�rbs�m 4m'c ra v c i�-17n]lylae ILTMORE STREET 17-244 PORT ST.BUCIE.FL.14984 DRAWING No INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS ED 0006719 PxOxE•(000)749-9076.FAC(]]9)071-0990 SCALE:1/4-= I• WALTER A TKLJr. �'r '• �'. P.E.��f GNATURE/DATE FLORIDAIOA LTO.Y N16677 •n+ SHEET 8 OF a6 1/2" Min. E.D 3' 1/2" Min. E.D. FOR 3/8-0 CALK-IN ANCHORS (4) 3/8"0 CALK-IN ANCHORS OR 3"Min. E.D. 3' Min. E.D.=FOR 1/4'0 SOUD-SET ANCHORS (4) 1/4"0 SOLID-SET ANCHORS OR Min. E.D. ' Min. E.D.--1 FOR 3/8'0 KWIK BOLT TZ EXPANSION ANCHORS (4) 3/8.0 KWIK BOLT TZ EXPANSION ANCHORS OR (4)ANCHORS*PER (4) 5/16"0 TAPCON %L ANCHORS STORM BAR CONNECTION, 1/8' Min. E.D. 1/8" Min. E.D. FOR 5/16"0 TAPCON XL ANCHORS 1" 3' 1' SEE TABLE 2 ON SHEET 23 5/16"0 TAPCONS%L W/ EDGE OF SLAB EDGE OF SLAB 2 1/4"Min. EMBEDMENT 1" (Typ. TOP & BOTTOM) IF APPLICABLE IF� APPLICABLE jSTEEL WASHER®24'o.c. K O(1Qti0R 4' Min. 2"x2"x1/8'x0'-5' (6063-T6 ALLOY) POURED CONCRETE I' 2` 8 POURED CONCRETE 6 ALUMINUM ANGLE EA. 510E W/ (1'c-3 Ks;) 5`min. I, (Pc=3 Ks i) 5'min. 2" 6 0 (2) 1/4"0-14x3/4•ITW UILDEX TEK THICK REQUIRED p 5/16'0 TAPCONS%L THICK REQUIRED SCREWS TO STORM BARK II W/2 1/4'Min. 11 I EMBEDMENT& / 5` (Typ.TOP & BOTTOM) II I I STEELx .060WAS ER OV II r e ® SECTION S-S II I I 24'o.e' II BOX I I I II a MACHINE SCREW FLIT 11 I I II I I I ^ EM6EDOED INTO ANCHOR li ANCHOR 1" Min. FOR B0% WIND ZONE 1-3 t I I I I DETAIL A II I I 2'Min. FOR li I I t SEE STEP 3 ON SHEET 14 FOR SPECIAL 1/4`0-20 OR 3/8'0-16 MACHINE SCREWS USED JOINTLY W/ c� 1/4"0 x 3/4'SOLID-SET OR 3/8'0 x 1 1/4"CALK-IN ANCHORS WIND ZONE I TREATMENT FOR WIND ZONES 1 THRU 3 zd I 4 6 �� 1" Min. FOR n � RESPECTIVELY SHALL BE LEFT TOGETHER W/ANCHORS AT THE TIME w WIND ZONE I STORM BARS ARE REMOVED. (SEE DET.A). W It N 1-3 t II I I DMIOR w6 Min. z O1 I SEPARATION TO I o II I I (2) ANCHORS* PER z I GLASS °C II STORM BAR CONNECTION, O jl(SEE SCHEDULES ON] A 2" Min. FOR D I I D SEE TABLE 3 ON SHEET 23 Of N SHEETS 15 & 16) I = WIND 4ZONE SII I BEYOND (Typ. TOP & BOTTOM) p L I I EXTERIOR in It it (2)3/6'0 CALK-IN ANCHORS OR = D I I Min. (2) 1/4'0 SOLID-SET ANCHORS OR 2 y N I W SEPARATION TO I II I Hn GLASS I (2)3/8"0 KWIK BOLT TZ EXPANSION (SEE SCHEDULES ONI A ANCHORS OR 1' ii ij SHEETS 15 & 116) I (2)5/16'0 TAPCON XL ANCHORS 1• BEYOND EXISTING—.;1 I I K EXTERIOR o I GLASS 6 2, I R 2"x2"x1/8'x0'-5" (6063-T6 ALLOT) EXISTING —11 I I ® u ® 2• ® ALUMINUM ANGLE EA. SIDE W/ S1 $1 (2) 11/4"0-14x3/4" ITIN UILDEX TEN li I I (T9.TOP/BoOM)� (TIP.TOP/BORON) 5" SCREWS TO STORM BAR 11 II I I (Typ. TOP & BOTTOM) ® II I I ® II MR TOP/BOTIOM)II I I I(ttP.TOP/6077061) MIND II ® SECTION S1 -S1 li 2 1/16" 4 Min. II 1 . E. E.D. II POURED CONCRETE 1 1/2•x1 1/2"x0.062-xCONT.ALUM. (Pc=3 ksi) 5".min. ANGLE W/5/16'0 TAPCONS XL W/ THICK REQUIRED 5/16"0 TAPCONS XL W/ -T 2 1/4" Min. EMBEDMENT 0 24'o.c. 2 Min. EMBEDAN 24' FMr , ® 24"o.c. H11rr EDGE OF SLAB POURED CONCRETE EDGE OF SLAB WALL MOU 1` �T Ll cm3 x`17 IF APPLICABLE �X .°�G~/is•�''•,�9': FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) IF APPUCABLEI '0121.Twcx REDID L----4 1/2"Min. E0. 1/2" Min. E.D.,'FOR 3/8"D CALK-IN ANCHORS • •44 : C 2017 TILTECO INC. DRAWN Or �3" M. ED. 3" Min. E.D.--II--FOR 1/4'0 SOLID-SET ANCHORS ; *? i�71 Nautilus L� I(-�',' Min. E.D. "Min. E.D. -—FOR 3/8'0 KWIK BOLT TZ EXPANSION ANCHORS :-p; * ; Rolling ShufferSystem cen4/n �---3 1/8" Min. E.D. 3" 1/8" Min. E.D.--}«-FOR 5/16"0 TAPCON XL ANCHORS '�O'; ,t� IL E C O�Ne. DATE �•ttC ,gyp TILLIT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. .t, A31T K.xm.a w. W YACNIA W.n vlce 1626 S.W.BILINORE STREET 17-244 r0 •'...... 1Tom:(Iospn-Ism.rx.:(.wpn-1rJ1 FLOOR TO CEILING/TRAPPED AND WALL MOUNTING:STORM BAR (K� ''S� NAL E�G\vl+'�t `-m°'cfiu'ooue is'`°" PHONE-(lDDDD 749-OM.FO.-("2)5 1-0"0 DRAWW M. SECTIONS V WALTER A.TILLIT Jr.P.E. P.E.S'AA/S(u4 TURE/DATE FLORIDA Uc./4a 67 . SHm 9 oT 2e SCALE:3/16'=1' A " Min. E.D. "Min. E.D. ANCH01) 3/4"0 KWIK SOLT TZ EXP NSIONLIONS 2" 1 1/2' ©&® (ORIENTATION #1) AND ENO MULLIONS©& Gt (ORIENTATION #2) 3" 3' FOR (2) 3/4.0 KWIK BOLT TZ EXPANSION G Min. E.D. " Min. E.D. ANCHORS 0 INTERIOR MULLION (ORIENTATION #2). G DMOR EDGE OF SLAB 1-T I T7 EDGE OF SLAB DaumIF APPUG�B IEE l I I ! 1 I I I IF APPLICABLE AP LIPI�CABLE 3"x3"xt/2"x0'-6" 4- I I I I 6" (6061—T6 ALLOY) 1 , Alum. ANGLE EA, SIDE W/ ( 3'x3"xt/2"x0'-4' (2) 3/4.0 U BOLTS POURED CONCRETE 11 (6061—T6 ALLOY)Alum, TO MULLIONG& 1 1/2' 11 3" ANGLE EA SIDE W/ (2) (1) 3/4'0 KWIK BOLT TZ (f'c = 3 ks,' Min.) II 3/4"0 THRU BOLTS TO 1 1/2' EXPANSION ANCHOR 1 1/2' 8" Min. THICK REO'D. 11 MULLION©& (1) 3/4"0 W/ 6"Min. EMBEDMENT ii E EQ. It BOLT TZ EXPANSION 1 1/2' TO POURED CONCRETE ANCHOR EMBEDMENT TO POURED I (Typ.TOP & BOTTOM) 6" p I CONCRETE (Typ. TOP & BOTTOM) EXISTING---I GLASS I' I SECTION X1-X1 W/(G) * ALTERNATIVE SECTION X1-X1 W/n* z rain. I I (END & INTERIOR MULLION) (END & INTERIORMULLION) 1 G OR G1 (W/ ORIENTATION ORIENTATION � 1) W (4%6") z vN I6I I 4' 1 1�/2�{ 2" 3"x3"x/2"x0'-4' 9/2 2' 5" In (6061—T6 ALLOY) 5" F p I E)(fERIOR Alum. ANGLE EA. SIDE W/ 1 It (2) 3/4.0THU BOLTS 3• I o TO MULLION G & 3" 3' I`z (1) 3/4"0 KWIK BOLT TZ G1 I G1 EXPANSION ANCHOR 12 W Q/$ Or II Q/$ Or W/ 6'Min. EMBEDMENT TO POURED CONCRETE (Typ. a'EXTERIOR I 4" EXTERIOR I W R/8 or 11 R/8 or TOP & BOTTOM) L 2 i N R'/8 ii I R'/8 6• MMOR n I G1 w 1 1/2' v 11 II ® ii i i ® 11/2Z3, "x1/2'z0'—B" (6061—T6 ALLOY) 3"x3"x1/2"x0'—B" (6061—T6 ALLOY) (TYP.TOP/BOTT04)p (1YP.TOP/601f011) Alum. ANGLE EA SIDE W/ 2) 3/4"0 Alum.ANGLE EA. SIDE W/ (2) 3/4"0 I ' 1 1/2' THRU BOLTS TO MULLION. & (2) II THRU BOLTS TO MULLION�& (1} L ' 3/4"0 KWIK BOLT TZ EXPANSION 3/4'0 KWIK BOLT TZ EXPANSION h 2" 2" ANCHOR V1 6"Min. EMBEDMENT TO ANCHOR W/ 6"Min. EMBEDMENT TO ItAl 3" POURED CONCRETE (Typ. TOP & POURED CONCRETE (Typ.TOP & '! 1" SECTION X1-X7 W/0* BOTTOM) BoTroM) v ailPOURED CONCRETE / I / (tYc = 3 ksi Min.) (END & INTERIOR MULLION) (END MULLION ONLY (INTERIOR MULLION ONLY) i 8 Min. THICK REO'D. (W/ ORIENTATION # 1) ALTERNATIVES SECTION Xi-X1 W/ EDGE OF SLAB �i I t r 11, I EDGE OF SLAB (8"x4") IF APPLICABLE I IF APPLICABLE (W/ ORIENTATION 4 2) FOR (2) 3/4"0 KWIK BOLT TZ "•E PANSION (4"X8") " Min. E.D. " Min. E.D. ANCHORS 0 INTERIOR MULLION (ORIENTATION ()2). 1!rl, -AND BOX NOT SHOWN FOR CLARITY Min. E.D. "Min. E.D. FOR (1) 3/4"0 KVIIK BOLT TZ EXPANSION ANCHORS 0 END AND INTERIOR MUWONSC FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ©&® (ORIE TATION #1 & #2)AND `� •• _ . 02017 nuEco INC. txavm EN'END MULLIONGG (ORIENTATION #2) *;•••�4416x- Nautilus �c FLOOR TO CEILING!TRAPPED MOUNTING:MULLIONS n OR O 'o• RoHing SLoHerSystem os/2yn SECTIONS W-1 p: -�l, IL ECO INC. GATT GAS TILUT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. �C Fe'• . RIDI�..•�"�Q , 1626 S.W.81 ORE STREET 17-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION �s�o •••••• ��ti1,�1� c—moiE6KGt�eOooel.eom PNONU PORT moj Toe-035.M.I77�e87 ansa aaWatG N" WALTER A.MLLIT Jr.P.E. •xuno, an .n.r SCALE: 1/6'= 1' P.E:�JFi�, f�i .lR/DATE FLORIDA Lia.0 44187 SNEER Io Sze Min. E.D. Min. E.D. (4) ANCHORS G1 3•x3"x1/2"z0'-4" 2" (`(SEE SCHEDULE (j1) (SEE SCHEDULE IF1)7 (SEE SCHEDULE /1) (6061-T6 ALLOY) OSEE MAXIMUM©(INTERIOR)&(0(80&INTERIOR)TRAPPED MOUNTED MU EDGE OF SLAB 1 EDGE OF SLAB 3" Alum.ANGLE EA. SPAY COVERED BY SCHEDULE W FOR INSTALLATION CASES I,Is&11 ON SHEET IF APPLICABLE IF APIA PUCABLE SIDE W/ (2) 1/2"0 3" 25 THRU BOLTS TO MULLION (LIMITED LOAD,MUWON SPACING AND SPAN INSTALLATION): \ WALLAM 06 1 -RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH 260.6 It C' EXTERIOR p.s.R.MAXIMUM A.S.D.DESIGN PRESSURE RATING, 12'-0"MAXIMUM MULLION SPACING. II !_POURED CONCRETE 3'x3'x1/4"x0'-8" ! I SEE SCHEDULES/1&12 FOR ADDITIONAL SPECS. D (f'c -3 ksi Min.), (6061-TES ALLOY) I SEE SCHEDULE R1. Alum. ANGLE EA SIDE 1 1/2' C,� B" � EBTXIgQiOff Y_RESIDENTIAL AND COMMERCIAL APPLICATION W/160.0 paf. ii W/ (2) 1/2.0 THRU MAXIMUM A.S.D.DESIGN PRESSURE RATING,W-O" D BOLTS TO MULLION© 1 1/2' MAXIMUM MUWON SPACWO. II I 6• SEE SCHEDULES ji&#2 FOR ADDITIONAL SPECS. n wGXEXISTING—1 * NSULLM 0a a-COMMERCIAL APPLICATION FOR}100.0 pal.MAXIMUM ASD. LAS �1II ,• I ALTERNATIVE SECTION X1-X1 W/n , ,/r DESIGN PRESSURE RATING,8'-0•MAXIMUM MULLION o II Ain I GOR G1 (4"x6" INTERIOR MULLION ONLY W/ ORIENTATION # 2) 1 1/2• SPECS SEE SCHEDULES#1&p2 FOR ADDITIONAL F II I I (2)ANCHORS N u I I 3"x3"x1/4"x0'-8" 1" 6' 1 (SEE SCHEDULE 12) (6061-T6 ALLOY) ALTERNATIVE SECTION X1-X1 W/ CGS Alum.ANGLE EA SIDE �o " VI/ (2)BLSTOMUuo (0 3" 4"x8" INTERIOR AND END MULLION W ORIENTATION # 1 n ii I ® G1 i a" SCHEDULE /1 In 0/8 or Q/8 or I EXTERIOR MIN.SLAB MIN.EDGE o y / I R/8 or (4) ANCHORS I I INCAJSEESTION THICKNESS ANCHOR TYPE&SIZE(TTP.TOP&BOTTOM) MEMBEDMENT DISTANCE►OR RBoru ANCHOR J W R�/8 ii R�/8 (SEE SCHEDULE II1) I 1 1/2' REO'D. ANCHOR w /8"0 HILTI INC HUS-H SCREW&3/8Y POWER FASTENER WEDGE-BOLT ANCHOR FORQO&®(INTERIOR)MUWONS 2 1/2" 5 1/2" p I W/ORIENTATION/2. )) 8" # 1 4• 1/2.0 HILR MC HUSH SCREW&1/21 POWER FASTENER W/ ALTERNATIVE SECTION X1-X1 E-BOLT ANCHOR FOR®(END&INTERIOR)MULLION 3' 6' ® p I ® W/ORIENTATION/1. X1 ii I I X1 (4"x8" INTERIOR MULLION ONLY W/ ORIENTATION # 2) /2.0 HILTI INC KWIK BOLT TZ ONLY FOR©&0 MERIOR (EYP.TOP/60IIOM)I' I (TYP.TOP/80POM) MULLIONS W/ORIENTATION/2)&®(END MUwON W/ 2 1/2• 5 1/2^ _ RIENTATION/1). II 3•z3"xt/4"x0'-B" L 4 1/2'0 HILTI INC HUS-H SCREW&1 0 POWER FASTENER iiI (6061-TES ALLOY)Alum. WEOGE-BOLT ANCHOR FORM& END OR INTERIOR 3' 6' I� 3" ANGLE EA.SIDE W/ 2 1• UWON)W/ORIENTATIONS I OR/2. 1/2-0 TH U BOLTS TO ®- II 1" 1/2'0 HILTI INC KWIK BOLT TZ ONL FOR G& INTERIOR MULLION G1 MULLIONS W/ORIENTATION/2)&�(END MUL9N W/ 3 1/4' 7 1/Y / ORIENTATION/1). /rEDGE OF SLAB C1`) 6"B"SMOR Q 6' 1/21 HILTI INC HUS-H SCREW OR 1SEE-NOTE /2'0 POWEfi FASTENER EDGE OF SLAB I IIF APPLICABLE WEDGSHEETS 25.VAUD FORLT REND&INTERIOR MUWONS G1h® Min. E.D. _� Min. E.D. --II I W/ORIENTATIONS/1 OR/2. IF APPLICABLE (SEE SCHEDULE/1) (SEE SCHEDULE #1)'I (4) ANCHORS ______ POURED CONCRETE (SEE SCHEDULE �1) 1.1 SCHEDULE /2 (rc=3 lust Min.), SUB SEE SCHEDULE (Jl. 1 1/2•I q. 3. INsr�ES ON THICKNESS ANCHOR TYPE&SIZE(TTPMIN. .TOP It BOTTOM) ENBEDYQR MIML EDGE DISTANCE IN ALTERNATIVE SECTION X1-X1•W/ * REO'D. s/e r HILI INC Nus-H SCREW&5/61 POWER FASTENER ANCHOR FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS CGS OR(� L 1.•a 4' WEDGE-BOLT ANCHOR 2 1/2" 7 1/2" SECTIONS W-1 (4"x8" INTERIOR AND END MULLION ONLY,, I ]) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* = o2D17 TLTEEo THE. No.44167 •`' = Nautilus °�'�" APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS '� �F ; RoMag5huR•r Systetm 09/24/•7 111: T IL E C O imc. DATE SCALE: 1/6"= 1' � '% 111:U• \\ TILLIT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. o� Jn„ieYp• t,�F \ nve nv.Tew a.:u aoe.www winos,n 33 to 1626 S.W.BILTMORE STREET �(' / �,• \ P, .:(xntsl-+sw.rm:(xu)m,-wI 17-244 • SIDE RAIL D AND BOX NOT t C \ 11\\ "-moa:ttlte�ooaol.�"m PNa E �eaaT7av- oIE'FAx IFL n4=j6en avao DRAWING N" O 1 WALTER EBAOTILUT11,,P.E. max, SHOWN FOR CLARITY P,E fhT,W /DATE FLORIDA LI.. a 44167 ao,san sxEETIaAOF26 EDGE IF APPLICABLE 2"xMULUON DEPTHxI/8" Cont. ALUM. TUBE (TOP & BOTTOM) W/ 1/4'0x3/4'ITW BUILOEX TEK SCREWS 7 3/4' 5/16"0 TAPCONS XL W/ 2 1/4" W/ 1'O.D.x0.060"GALVANIZED STEEL MIN, E.D. 2 1/6" Min. EMBEDMENT ® 24" o.c. WASHER O 24'o.c. E Min. D 1" 1 — 1 1/2" EDGE IF APPLICABLE / 4" EDGE IF APPLICABLE 7 3/4' E.D. —— CONTINUOUS POURED \ I 2' 7• CONCRETE(Pe=3 W Mlo.) 1D" 2' 8"Min.THICK REQ'D. � I 7 3/4"Mm. E.D. 22 2. ' 2" I END CAP2' POURED CONCRETE w 7 3/4• (f'c = 3 ksi Min.) EXfFRIOR POURED CONCRETE Min. E.D. EQ. E0. I 8" Min. THICK REO'D. (f'c - 3 ksl Min.) a'ME7tI0R 8" Min. THICK REQ 0. 3� OR G1 I I I 2" GOR G1 2" 4. GOR @ N N N ® u 11 1 ® 2• 7 3/4" Min. E. 2" Q/8 Or p I Q/8 OF 7 3/4'Min. E. . I 4'x4"x3/8" z= R/8 Or Ij I I R/8 Or __ yF4-x41-x3/8' (6061-T6 ALLOY) 7 (6061-75 ALLOY) o rn II CLE EA SIDE. .1 Alum. ANGLE EA. SIDE. R/8 I I R'/8 T EDGE IF APPLI IE o EDGE IF APPLICABLE-/ o EXISTING SMI^ I I p (WALL MOUNTED SHOWN, MAY BE SECTION X2-X2 W/(G�OR �* ALTERNATIVE SECTION X2-X2 W/(G�OR�* O m ctAss �n ALSO INSTALLED TRAPPED MOUNTED I I ) (END & INTERIOR MULLION) (END & INTERIOR MULLION =In II PER SECTION R'-R' ON SHEET B. W I I (W/ ORIENTATION f 2) (W/ ORIENTATION t) �W 1/t6'\ � \ I (4"x6" or 4"x8") : Min. E.D 11t" 1 1/2"xl 1/2"x0.062"xCONT. ALUM. (6"x4" Or 8"X4") 7 3/4' ANGLE W/ 1/4"00/4" TTW BUILDEX MIN. E.D. NTEK SCREWS ® 24" o.c. TO TUBE. • SIDE RAIL DO NOT SHOWN FOR CLARITY 7° CONTINUOUS POURED CONCRETE(I'c=3 W Min) I 7" f 0' 8" titin. THICK REO'D. ® Ih X2 Ell mP'TOP/BOTTOU) 1 1/2" 1 (TTP.TOP/BOTh14) 7 3/4' 4"x4"x3/8'x0'-10"(6061-T6 ALLOY) Alum. ANGLE �''`�•��n',�,/�,C�/� MIN. E.D. EO EO EA. SIDE w/ (2) 3/a"0 THRU BOLTS TO MULLION �''Qv•••" Tx/ & (2) 3/4.0 KWIK BOLT T2 EXPANSION ANCHOR •• C S••'•••� ? FLORIDA BUILDING CODE(Non High Velocity Hurrirnna Zone) W/5' Min. EMBEDMENT TO POURED CONCRETE '1w EDGE IF APPLICABLE WALL. (TYP.TOP & BOTTOM). ` T• 140.44167 : 02017 TRTEee INC. Nautilus DRAWN� L.C. * c•* Rolling SBurror SyalNm CB/2a/17 WALL MOUNTING:MULLIONS (G�OR(G) POURED CONCRETE WALL 7ILLIT TESTING1 ;;et�NE„ EXPERT SHUTTER SEEINC. SECTION W2 nSWSILM RE TRET, PORT. wTE 17-244 END&INTERIOR WALL MOUNTED MULLION INSTALLATION S/p �t�6,,�� "-mall ""7oesl.mm tm�(OW)las swe,pa Ort)e7t-osso M0 WALTER A TICCIT Jr.P.E. '� i'•-r SCALE: 1/8'= 1' P.E. iLrf910tf E/DATE FLORIDA Uc./aate7 n SXEI:T 11 or- 1/4"0x3/4.11W BUILDEX TEK SCREWS EDGE IF APPLICABLE EDGE IF APPUCABLE 2"xMULUON DEPTHx1/8' Cont. W/ 1"O.D.x0.060'GALVANIZED STEEL WASHER 0 24'o.c. q• ALUM.TUBE (TOP & BOTTOM) W/ 2" \ 2 1/2\ 5/18"m TAPCONS %L W/ 2 1/4" EDGE IF APPLICABLE — 7 1/2" Min. E.D. 7 1/2- Min. E.D Min. EMBEDMENT ® 24 ox 2` MIN. E.D. 1" 7 1/2" Min. E.D. 2" 2" 2- 16 I 1 1/4' I /\ 2` POURED CONCRETE I ( 7 POURED CONCRETE (f'C = 3 ksi Min.) 3 1/2" I / (f'c = 3 ksi Min.) REO'D. THICKNESS EXTERIOR 6" Min. THICKNESS 4' � 1 1/4' — i REO'D. 2" GOR I G1 CONTINUOUS POURED IED. E0. I END CAP a` 7 1/2" CONCRETE(f'c=3 ksi Mn.) I 1 7 1/2" Min, E.D. 2" 7 1 2 Min. E.D. 2" Min. E.D. / " \ z 6" Mi • THICKNESS 4" I I 4"x4"x1/4" I yr.%.0/4' (6061-T6 ALLOY) z I J (6061-T6 ALLOY) — ANGLE EA. SIDE. GOOR G1 EDGE IF APPLICABLE Alum.ANGLE EA. SIDE. S N \I EDGE IF APPLICABLE N I z N I IxIE�uR ALTERNATIVE SECTION X2-X2 W/CG)OR * ALTERNATIVE SECTION X2-X2 W/ nG * z (INTERIOR MULLION) (END & INTERIOR MULLIONS n Q/8®r ii I ® (W/ ORIENTATION "2 (W/ ORIENTATION # 1) W N I Q/8 or (4'W" or 4"x8") (8"x4") R/8 or i. R/8 or aW R'/8 ii I R'/8 OSEE MAXIMUM©(INTERIOR) & G1 (END & INTERIOR) WALL x MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR (WALL MOUNTED SHOWN, MAY INSTALLATION CASES I' & II' ON SHEET 25 Exlrnnc I1 Min• I I D BE ALSO INSTALLED TRAPPED cuss ( )LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): �i I I MOUNTED PER SECTION R'-R' � ON SHEET 8.)I INSTAUATION CASE I' - RESIDENTIAL AND COMMERCIAL 2 1/2"\ APPLICATIONS WITH ±60.8 p.s.f. Min. E.D 1' 1 1/2"x1 1/2"x0.062"xCONT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE 7 1/2" ANGLE W/ 1/4"Ox3/4" ITW BUILDER RATING, 12'-0" MAXIMUM MULLION MIN. E.D. TEK SCREWS ® 24" o.c. TO TUBE. SPACING. VALID FOR CONNECTION TO IN 1 1/4' CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE-BOLT ANCHORS. 1, 3 1/2`6" X2 I X2 INSTALLATION CASE II' - COMMERCIAL APPLICATION FOR (100.0 (IIP.raP/eoncu) t t11 (rm.TDP/BOTTou) p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" t 1/a" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO 7 1/2' CO NUOUS POURED 4"x4"x1/4"x0'-6"(6061-T6 ALLOY) Alum. ANGLE CONCRETE W/ HILT[ INC KWIK BOLT TZ ANCHORS. MIN. E.D. CONCRETE(rc=3TW EO" EO EA. SIDE W/ (2) 1/2-0 THRU BOLTS TO MULLION Mn) 6" Min. THICKNESS N & (2) 1/2"0 KWIK BOLT TZ EXPANSION ANCHOR \REO'p, W/ 3 1/4" Min. EMBEDMENT TO POURED CONCRETE 11, A, "--SIDE RAIL Q NOT SHOWN FOR CLARITY WALL. (TYP. TOP & BOTTOM). , iA,f� l� EDGE IF APPLICABLE 44'1. •x•'\117•'•"'•9•`� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WALL MOUNTING:MULLIONS n OR CGS 4C ? o zon❑LTEco INC. • o6Ax„6r. POURED CONCRETE WALL Np, �iT Na it tll>!iS L.C. SECTION W2 ` �� Ro1IlagShuttvSJsbm ae/u/n DATE OEND&INTERIOR WALL MOUNTED MULLION INSTALLATION* +.��I EXPERT SHUTTER SERVICES INC. `' O••'., !•\�11`�� °y�mmn. M9ni4-IyaCINCEE1II,p(INO COMPANY 1, 1626 PORI ST.LUCIE,OR.STEEE 17-244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS •••� �' rr_ �CS • AV 111, e-maiE6u0006O719•C0f" 34984 PWOtE:(800)749- M•TNr Ib l` 9038 rAY:(77])171-0990 WALTER A TILOI Jr.P.E. SCALE: 1/8'= 1" '^Ybrij�jjy�Fl TORE/DATE FLORIDA Lie./44167 nn �. SxEETIuoFza e 4' Min. E.D. -Min. EA--FOR (1) 3/4.0 KWIK BOLTI&EXPANSION ANCHORS 0 ENO MULLION 3"x3"x1/2"x0'-4' (ORIENTATIONS X11 & 02). (6061-T6 ALLOY) Alum. 1 1 2' FOR (2) 3/4"0 KWIK BOLT TZ PANSION ANGLE EA SIDE TS O!) Min. E.D. " Min. E.D. ANCHORS® INTERIOR MULLION 3/4"0 THRU BOLTS TO 1 ", (ORIENTATION #2). MULLION & (1) 3/4"0- 'I /4.0 KWIK BOLT-TZ EXPANSION ANCHOR W/ 6' Min. EDGE,OF SLAB T- LF7 E�OCE OF SLAB EMBEDMENT TO POURED IF APPUCAB LLE 1 I I I IF1 APPLICABLE CONCRETE (Typ.TOP & I! / BOTTOM) GZ I• EXTERIOR POURED CONCRETE II L (f'c - 3 ksi Min.) jl 3' 8' Min. THICK REO'D. II II II II I I 3' II i I II ExISTINC---jI CLASS n SECTION Min. I zv I G2 (END MULLION ONLY) 3N ii I EXTERIOR t 1/2" 4, t 1/2' (W/ ORIENTATION N 1) t t/z• 4, 3- 3. w u I I u I= Qr/a , II Q/a f ii I G2 4' EXTERIOR G2 4' EXTERIOR u li I Lq 0 EI 1 1/2• 1 1/2' N II I 1 1/2' 1 1/2' s N ® It I I ® ' 3 1/2' 3 1/2'— X3 /2' X3 X3 7" (Typ.TOP/BOtOM)�� (-.TOP/8-011) /x3-x1/2-x0'-7- (6061-T 6 ALLOY) /3'x3r"xI/2'xO'-7"7' (6061-T6 ALLOY) 11 EQ. EQ. Alum.ANGLE EA. SIDE W/,(2) 3/4.0 Alum.ANGLE EA. SIDE W/,(2) 3/4.0 11 THRU MULLION TO MUON U& THRU BOLTS TO MULLION & It POURED CONCRETE (1) 3/4.0 KWIK BOLT TZ EXPANSION (2) 3/4.0 KWIK BOLT TZ EXPANSION Ii 3• (I'D = 3 ksl Min.) ANCHOR W/ 6" Min. EMBEDMENT TO ANCHOR W/ 6" Min. EMBEDMENT TO II 1• 8'Min. THICK REO'D. POURED CONCRETE (Typ. TOP & POURED CONCRETE (Typ.TOP & BOTTOM) BOTTOM) / ! (END MULLION ONY) (INTERIOR MULLION ONLY) EDGE OF SLAB I 'it I I ' 11 I EDGE OF SLAB ALTERNATIVE SECTIONS X3-X3 W/(G-'2)* IF APPLICABLE IF APPLICABLE (W/ ORIENTATION 2) FOR (2) 3/4.0 KWIK BOLT TZ EXPANSION ...... • (4"0") Alin. E.D. Min. E.D. ANCHORS 0 INTERIOR MULLION® �p A.TJ (ORIENTATION H2). .61 iI"......,��••" • SIDE RAIL QD AND BOX NOT SHOWN FOR CLARITY. Min. E.D. ° Min. E.D. FOR (1) 3/4.0 KYIIK BOLT EXPANSION `,��•�P,•JCENS4 �••;� FLORIDA BUILDING CODE Non High Velocit Hurricane Zone ANCHORS 0 END MULLION W ( Y ) (ORIENTATIONS Mt & ()2). •,• *; 02017 T1LTIC0 INC. ]�T��C DRAM er FLOOR TO CEILING/TRAPPED MOUNTING:MULLION G? Nautilus 'y SECTION W-3 ?-off, ; RoRIngS6uH•rS�abm a6/24/17 ATE � IL ECO�N°. a,l: � G�6� � �T��c•1 1ENGINEERING( coI,"". EXPERTPS S.W IIILTM ROSETREET INC. t7-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' =.,S/ONA` LL °-n 34984 o0 W1QC0OaoLcon rve(eao>uv-soe6•CIE'FL'Ln=1�1 oss° DRAWING 4 rel ®-0006719 SCALE: 1/8'= 1• 4 Uy77'777yA� WALTER L'c./TILUT!1167 �1 r m�u N aw r da SHEET 12 OF 26 / P.E. SEAL/SIGNATURE/DATE O SEE MAXIMUM©(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Min. E.D. Min. E,D. COVERED BY SCHEDULE 1b' FOR INSTALLATION CASES I, Ia k II EDGE OF SLAB r—(SEE SCHEDULE ()1) (SEE SCHEDULE N1)—IEDGE OF SLAB ON SHEET 25. IF APPLICABLE IF APPLICABLE X (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): / / / INSTALLATION CASE I — RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN ri3"x3'x1/4"xO'-7" t" 1" PRESSURE RATING, 12'-0" MAXIMUM II 3" POURED CONCRETE (6061—T6 ALLOY) 5" MULLION SPACING. II (Pc= 3 ksi Min,), Alum. ANGLE EA, SIDE SEE SCHEDULE #I. W/ (2) 1/2'0 THRUSEE SCHEDULE #1 FOR ADDITIONAL SPECS. BOLTS TO MULLION® 3" ii INSTA.LATION CASE Ia — RESIDENTIAL AND COMMERCIAL APPLICATION u MAXIMUM A.S.D. DESIGN EXISTING --ii 2" DMIOR PRESSURE RATING, 8' O MXIMUM MULLION GLASS 1" G3 SPACING. 1 l/2• i Min SEE SCHEDULE #1 FOR ADDITIONAL SPECS. INSTALLATION CASE II — COMMERCIAL APPLICATION FOR ±100.0 p.s.f. EXTERIOR (a) ANCHORS 7" MAXIMUM A.S.D. DESIGN PRESSURE RATING,i! I 8'-0" MAXIMUM MULLION SPACING. (SEE SCHEDULE yt) SEE Z= SCHEDULE 1 FOR ADDITIONAL SPECS. N N �o Z ® It 11 1ALTERNATIVE SECTION X3-X3 W/(Q)u o" Q�/8 \ Q"�8 (W/ ORIENTATION # 2) SCHEDULE #1 ii (2°x7" INTERIOR MULLION ONLY) MIN.SLAB MIN. EDGE z= n INSTALLATION THICKNESS ANCHOR TYPE d SIZE MIN. ANCHOR DISTANCE FOR o N II ( CASES REO'D. (TYP• TOP d BOTTOM) EMBEDMENT ANCHOR m i' ! • SIDE RAILD AND BOX NOT SHOWN 3/8'0 HILT] INC HUS—H FOR CLARITY. I 4" SCREW, 2 1/2" 5 1/2' 3/8.0 POWER FASTENER ® B X3 WEDGE— BOLT ANCHOR (TYP.TOP/BDTTOM)i: (TTP.TOP/601TOM) Is 4" 1/2"0 HILT] INC KWIK 2 1/2" 5 1/2' n BOLT TZ 11 H 6" 1/2"0 HILTI INC KWIK 3 1/4" 7 1/2" II POURED CONCRETE BOLT TZ II 3" (f'c=3 ksi Min.), SEE SCHEDULE #1. YEDGE OF SLAJ (EDGE OF SLAB IF �IFAPPUCABLE APPUCABLEL Min. E.D. Min. E.D. (SEE SCHEDULE //1) ' (SEE SCHEDULE /j1) FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS G3 SECTION W-3 1,I�'`�`• „�(/ \�� Q'V,•' '•.,'�9 FLORIDA BUILDING CODE (Non,High Velocity Hurricane Zone) 02017 IILTECO INC • max+W. No.44167 _ Nautslus LG 0 INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * * * 5 ROWngSBuHerSyafun 06/24/17 AU 1 GA1E TILLIT TESTING 6 ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. . ! �•• `\\ e.]sa W!(.W.3M!Ma. FL �xuea 1626 S.W.BILTMORE STREET 17-244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS = o,� ••, (pq �� e_�9o:1llL"9c0eel.e"m PORT Sr.LUCIE,R]�98� — 11 EB-0006719 PMHE:(900)749-9956.FAX:(772)571-0890 DRAWING ft SCALE: L/0'-• 1' ' I WALTER A TILLIT Jr.P.E. P. •••••�I /DATE FLORIDA Lie.0 14167 SHEET I2ADF 26 EDGE IF APPLICABLE-, 2"xMULUON DEPTHx1/8'Cont. ALUM. TUBE (TOP & BOTTOM) W/ 1/4.00/4•ITW BUILDER TEK SCREWS 5/16'0 TAPCONS XL W/ 2 1/4' W/ 1'0.0.x0.060'GALVANIZED STEEL 4' 7777 1/6 Min. EMBEDMENT 0 24" D.C. WASHER O 24'o.c. 7 3/4' Min. E.D I Ix MIN. E.D. 1" - EDGE IF APPLICABLE 1' 2"- 1 7 3/4" Min. E.D. @-A 2 2" I 4" CONTINUOUS POURED 2- 7- CONCRETE(f'c=3 W WA) 10" I 8"Mn. THICK READ. I POURED CONCRETE (f'c = 3 ksi Min.) e" Min. THICK REQ'D. 4' E%tIIttOR END CAP I ' 7 3/4' I 2" W Min. E.D. NOTCH WEB EQ. E0. I I (TYP. TOP/BOTTOM) O N \\\ \ \ 4" I )" 7 3/4' Min. E.D. g•'J p 1• 4'x4"x3/8' (6061-T6 ALLOY) a N IrMin. I -'Alum. ANGLE EA SIDE. �r p zN n In EXE Gtin I D (WALL MOUNTED SHOWN, MAY i ALSO INSTALLED TRAPPED MOUNTED p I PER SECTION Q'-Q' ON SHEET 8.) EDGE IF APPLICABLE o G2 n I Daum SECTION X4-X4 W/ G? a L (END & INTERIOR MULLION) o$ ® ° ® (VII ORIENTATION # 21 n N Qr/8 n I QB (4"X7„) m 1/16 3�- Min. E.D1' 1 1/2"x1 1/2"x0.062"xCONT. ALUM. SIDE RAIL NOT SHOWN FOR CLARITY xS 7 3ANGLE W/ 1/4"0x3/4" TTW BUILDEX 3 MIN. E.D. I TEK SCREWS ® 24" ox. TO TUBE. I 1 1/2" N I 7• CONTINUOUS POURED--- I 10' CONCRETE(fc=3 W Min.) 8" Min. THICK REQ'O. I 7' (TIP.TOP/BOTMV) 1 t/2' t 1/2• (rrP.top/IE.mov) MIN. E.D. EQ EO 4'x4'x3/8'xO'-10'(6061-T6 ALLOY) Alum. ANGLE ,•'�4 /� ' EA SIDE W/ (2) 3/4'0 THRU BOLTS TO MULLION EN 4” & (2) 3/4'0 KWIK BOLT TZ EXPANSION ANCHOR t ••,C S••'•--' FLORIDA BUILDING CODE (Non Wgh Velocity Humicone Zone) W/5" Min. EMBEDMENT TO POURED CONCRETE \� 02017 TILTECO INC. DRAWN(R EDGE IF APPLICABLE-/ WALL. (TYP. TOP & BOTTOM). ,4416_ Nautilus L& WALL MOUNTING:MULLION ,�? * a` DATE RolltngShufterS�abm aB/2 POURED CONCRETE WALL �L EGGING. w \ TIWT TEST NG!ENCINECRIHG COYPANT EXPERT SHUTTER SERVICES INC. SECTION W-0 ='9 'f,/ �1 \\ ssss xx•xe a w 30 waw w ous n y.re 1626 S.W.BRTMORE STREET .,�Q1{7`;.••'r� 1 (xtlen-,M.ra:(wbn-tm 17-244 =��C� •••`�`�t111, a—ma EB-00034984 67et9s� Pm '(eno)TPORT,a-melE•fAX(m)1171 a0 oRAWIIG Ne END&INTERIOR WALL MOUNTED MULLION INSTALLATION - 4 WALTER A TILUT Jr.P.E. SCALE: 1/8'= 1' P.E. SrG�/F1ijrWITM!/DATE FLORIDA Uc./44167 . sRm t3 or 26 e EDGE IF APPLICABLE EDGE IF APPLICABLE-I 2"xMULLION DEPTHx1/8" Cont. 1 ALUM. TUBE (TOP & BOTTOM) W/ 1/4'0x3/4'ITW BUILDEX TEK SCREWS \ 5/18"0 TAPCONS XL W/ 2 1/4' W/ 1"0.0.4.060"GALVANIZED STEEL \ 1/2 Min. EMBEDMENT ® 24" O.C. WASHER 0 24'o.c. 4 3/8" Min. E.D. 4 3/8" Min. E.D MIN. E.D. 1" 1' 1" t CONTINUOUS POURED ( 1 CONCRETE(f'c-3 ksi kin.) 2' .3 1/2' 8" Min. THICKNESS I — REQ'D. I 21. EX)ETiIOR 4 3/8" I 7 1/4' Min. E.D. \\\\\\\\\\\\ \ I END CAP 4 3/8" Min. E.D. CONTINUOUS POURED a CONCRETE(Ac=3 ksi Mn.) it I 1 0 8" Min.THICKNESS N REq'D. II Min. I G3 EDGE IF APPLICABLE II SECTION X4-X4 W/ G3 # =o II (INTERIOR MULLION) II (WALL MOUNTED SHOWN, MAY (W/ ORIENTATION 2) a I D BE ALSO INSTALLED TRAPPED 2X7" CN II EXISTING II cuss �I I MOUNTED PER SECTION q'-q' a u I ON SHEET 8.) o II o v, E)(1�IOR O SEE MAXIMUM ©(INTERIOR) WALL MOUNTED MULLION SPAN w COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & �w ® ii I ® II' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND Q'/8 ri I Q'/8 SPAN INSTALLATION): ' 2 1/2"\ \\ INSTAUATION CASE I' — RESIDENTIAL AND COMMERCIAL Min. E.D 1 1 1/2"x1 1/2"x0.062"xCONT. ALUM. APPLICATIONS WITH ±60.8 p.s.f. 4 3/8" —— -3 ANGLE W/ 1/4"00/4" ITW BUILDEX MAXIMUM A.S.D. DESIGN PRESSURE MIN. E.D. 1 TEK SCREWS ® 24" o.c. TO TUBE. RATING, 12'-0" MAXIMUM MULLION ® SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS—H OR X4 I X4 POWER FASTENERS WEDGE—BOLT (�.TGPIDOTIDM)3 1/2 I OYP.ToP/6017011) ANCHORS. INSTALLATION CASE W — COMMERCIAL APPLICATION FOR ±100.0 II: p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 4 3/8' (2) 3/8"a KWIK BOLT TZ EXPANSION ANCHOR MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO MIN. E.D. W/ 2" Min. EMBEDMENT TO POURED CONCRETE CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. WALL (TYP. TOP & BOTTOM). EDGE IF APPLICABLE-/' CONTINUOUS POURED �,� �{�.TI( SIDE RAIL 0 NOT SHOWN FOR CLARITY CONCRETE(f'c=3 Id 1617) B" Min. THICKNESS REQ'D. ,�� \CENS�C'''•,• FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WALL MOUNTING:'MULLION G�3 i Np,44167 a 2017 TILTECG INC. DRAWN or POURED CONCRETE WALL *: Nautilus L� SECTION VV-4 * RoffingS6ottcrSyetem 08724/17 - .� • �, , IL ECO�N�. ME INTERIOR WALL MOUNTED MULLION INSTALLATION * '_ �� ` 71L11T TEsnNG a ENGINEER NG CGNPANY EXPERT SHUTTER SERVICES INC. O = ,.• X11 nTv Kms."x is��.. t svu 1828 s.w.elLneoRE STREET 17-244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS .'rS/ONA1.� '`t1 °-"°Mc000�;e DRAWINIG H. PORT ST.LUCIE,Fi M)8 r"oNe(eoo>7w-Dose.EAx:(m)871- APPLICABLE WALTER A TILLR Jr.P.E. / P.E. SE�CJSRfNR'f E/DATE I SCALE: 1 B" 1 aomw UC. 44167 •m sNEEr l7A ai zG 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 W/O STORM BARS SPAN"L"(ft)TO PROTECT IT(SEE GENERAL NOTE 02,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT NO STORM BARS SHALL STEP 2:ENTER TO CHARTS (Ia, Ib & Ib' THRU IC ON SHEET 16 TO DETERMINE,BASED ON AN 12" BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(n),ANCHOR TYPE AT SIDE RAILS:A.S.D.DESIGN PRESSURE RATING(p.s.f.);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L"ft. 2.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&28 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,1Z,8'OR 71,AND DETERMINE MAXIMUM MULLI N SP N(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(�,©,g 8 ),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 813A FOR REQUIRED MULLION CONNECTION DETAILS AT • PRODUCT MOUNTING FOR SLATS AIN SHALL BE CONSITION DERED:DING ANCHOR TYPE,THE CONCRETE FOR A GIVEN MULLION TYPE M FOR FLOOR TO CEILING M(@.@O g LL MOUNTINGS OF MULLIONS INTO LMA)(:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1/2"SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A.S.D.DESIGN PRESSURE RATING. 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ic:PROVIDES SEPARATION SHALL BE BASED ON CHART Ic.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&VW ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING TYPE,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. 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 1a THRU 2c ON SHEETS 24,25&28 W/A.S.D.DESIGN PRESSURE RATING; 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12',8'OR 7),AND DETERMINE MAXIMUM MULLION SPAN CHART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM 5.SEE SHEETS 10,IDA,11,1IA.12.12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING ED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE(&0,@ 8 ). 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 VARIOUSPROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) STRUCTURES,SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. WOOD FRAME STRUCTURES. P��R A........ �. GEHS"':✓�.: FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.44167 - °201]7LTE°°INC. Nautilus °" ' 1$ ; LC R R°WngSbuf/erSyalem la/24/17 IL ECO�N°. DATE X90'% TIwT TESTING,a ENGINEERING°OYPANY EXPERT SHUTTER SERVICES INC. (� ssss x.•.see.n.sx sos.amesrv,csms,n.arise 1626 S.W.BILTMORE STREET 17-244 PORT� N �fflf111 olw. ( EB6719sa5m 1-w1 PIgNE(M)]9ST. -90561E•FIL iK(]]2)en-ass° .uuww Ns 1 {fes WALTER -TILLR Jr.PL —u ®�' °�"'� PEE P.E. �-JA_1'9I6fI RE/DATE FLORIDA Uc.p 44167 1 1m,em, 6NF1T]�GF 26 SLAT PERFORMANCE CHARTS I8. Ib. Ib' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.Q,PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O CHART IH CHART Ib CHART Ib' CHART IC USE MAMUM VALUE BETW@I POSRNE ANA NEGATIVE ASA.LOAD 3/8"0 KWIK BOLT 3 ANCHOR 5/16"o TAPCON XL ANCHOR 5/16"o TAPCON XL ANCHOR Use MWAIM POSTINH ASA.LOAD VALUE POURED CONCRETE To POURED CONCRETE TO GROUT FILLED CELL CONCRETE BLOCK MAX. MAX• SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS DESIGN 'b"' (FT) 111W (E7) 'LMAX.' (FT) MEASURED TO BACK OF SLAT(in) RESSUk20-00- TRAPPED EETID-OUT BUBD-OUT WALL TRAPPED Bunn-OUT W" TRAPPED Buao-aUT �y� W/O STORM BARS W SRNtM BARS RATINGMOUNTIn.6 YW1R W/© MOUNT IIOUM YAUNT Y,(/ YpUNT w/© YOIRIf YOIAiT E1R MOUNT a/© VIANDZONES ig1E D 20N wOID ZONE (Pat) SLE NGI®# SE NOTES# ,NOIE7# SE[NORR# gS NQIL9# SEES 4NM 1* SEE NOTES# SE8 NOfE9# 5�NOIE9# SFE�1J INORS# SEL"010# 1-3 4 1-3 4 30.0 15'-4' 20'-0' 20'-0' 20'-0' 15'-4' 20'-0' 18'-0' 20'-0' 15'-4' 18'-0' 15'-6' 1' 14 1/2' 6- 7' 35.0 15'-3' 20'-0' 18'-0' 20'-0' 15'-0' 19'-0' 16'-3' 20'-0' 15'-0' 16'-3' 14'-0' 1' 14 1/2' 6. 7` 40.0 15'-2' 19'-7' 16'-6' 20'-0' 14'-5' 17'-4' 14'-10' 18'-11' 14'-5' 14'-10' 12'-9' 1' 14 1/2- 6' 7- 45.0 15'-0' 18'-0' 15'-3' 20'-0' 14'-2' 16'-0' 13'-9' 17'-4' 14'-2' 13'-9' 12'-0' 1' 14 1/2' 6' 7- W.0 14'-10' 16'-9' 14'-2' 19'-1' 13'-1' 14'-10' 12'-10' 16'-2' 13'-1' 12'-9' 11'-0' 114 1/2' 6' 7' 55.0 20'-D' 14'-8' 15'-8' 13'-4' 17'-9' 12'-4' 13'-11' 12'-1' 15'-0' 12'-4' 12'-0' 10'-6' 1' 14 1/2' 6' 7' 60.0 19'-5' 13'-9' 14'-9' 12'-7' 16'-9' 11'-8' 13'-2' 11'-5' 14'-2' 11'-8' 11'-4' 10'-0' 1' 14 1/2' 1 6' 7' 65.0 18'-4' 12'-11' 13'-11' 11'-11' 15'-9' 11'-0' 12'-5° 10'-11' 13'-4' 11'-0' 10'-10' 9'-6' 1° 14' 6' 7- 70.0 17'-4' 12'-1' 13'-3' 11'-4' 15'-0' 10'-6° 11'-10' 10'-4' 12'-9' 10'-6' to'-4' 9'-0' 1' 13 1/2' 6' 7' 75.0 16'-6' 11'-7' 12'-7' 10-10' 14'-3' 10'-0' 11'-4' 9'-11' 12'-0' 10'-0' 9'-10' B'-f0` 1' 13 1/2' 6' 7- W.0 15'-9' 11'-0' 12'-0' 10'-5' 13'-7' 9'-5` 10'-10' 9'-7' 11'-7' 9'-5' 9'-3' 8'-6' 1' 13' 6' 7- 85.0 15'-0' 10'-6° 11'-7' 10'-0' 13'-0' 9'-3' 10'-5' V-3' 11'-2' 9'-3' 9'-O' 8'-3' 1' 13' 6' 7' 90.0 14'-2' 10'-1' 11'-2' 9'-8' 12'-6' W-10" 10'-1' 8'-11° 10'-9' 8'-10' 8'-10' 8'-0' 1' 12 1/2' 6' 7- 95.0 13'-5' 9'-B' 10'-9' 9'-4' 12'-0' W-5' 9'-9' W-7' 10'-4' W-5' 8'-6' 7'-9' 1' 12 1/2' 6' 7' 100.0 12'-9' 9'-4' 10'-5' 9'-1' i V-8' 8'-4' 9'-5` W-4' 10'-0' 8'-4` 8'-3' 7'-6' 1' 12' 6' 7- 10&0 12'-2` 9'-0' 10'-1' 8'-9' 11'-3' 8'-0' 9'-2' 8'-2' 9'-8' B'-0' 8'-0' V-4' 1' 11 1/2' 6' 7' 110.0 11'-7' V-B' 9'-9' 8'-6' IO'-11' 7'-10' 8'-10' 7'-11' 9'-3' 7'-10' 7'-9' 7'-2' 1' 11 1/2' 8' 7- 115.0 11'-11 V-5° 9'-6' W-4' 10'-7' 7'-8' W-8' 7'-B' 9'-0' 7'-B' 7'-8' 7'-0' 1' 11 1/2' 6' 7' 120.0 10'-B' 8'-1' 9'-3' 8'-2' 10'-3' 7'-5' 8'-5' 7'-6` 8'-11' 7'-5' 7'-5' 6'-10' I. 11' 6' 7' 125.0 10'-2' 7'-9' 9'-0' 7'-11' '10'-O' 7'-2' 8'-2' 7'-4' 8'-8' 7'-2' 7'-3' 6'-6' 1' 11' 6' 7' 130.0 9'-10' 7'-6' 8'-9' 7'-9' 9'-9' 7'-0' 8'-0° V-2' 8'-5' T-O' 7'-2' 6'-8' 1' 10 1/2' 6' 7- 135.0 8'-5' 7'-2' 8'-6' 7'-7' 9'-6` 6'-10' 7'-10' 7'-1' 8'-2' W-10' 7'-0' 6'-5' 1' 10 1/2' B' 7- 140.0 9'-1' 6'-11' W-4' 7'-5' 9'-1' - V-8' W-11' 8'-0' - W-10° 6'-4' 1' 10 1/2' 6' 7- 145.0 W-10' 8'-2' T-3' W-10' - 7'-8' - 7'-10' - - - 1' 10' 6' 7- 150.0 8'-6' 8'-0' 7'-2' 8'-6' - V-4' - 7'-9' - - - 1° 10' 6' 7- 155.0 8'-3' - 7'-10' 7'-0' 8'-3' - 7'-2' - 7'-7' - - - 1' 10' 6' 7- 160.0 8'-0' 7'-8' W-10' 8'-0' 7'-1' 7'-5' 1' 10' 6' 7' # NOTES: 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCANCHORHOR ASPACINGHISDAVAILABLEON SFOR THEHEETS 7CORRESPONDING SLAT L,1'I& 18 INDICATE THATr, tR+A r� SPAN AND A.S.D. DESIGN PRESSURE RATING. ,1T ,.• E •.• ./ FLORIDA BUILDING CODE (Non ILgh Velocity Hurricone Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH �N� df 02017TLTECO INC. muwN BT 3/8'0 KWIK BOLT 3 ANCHOR OR 5/16'o TAPCON XL ANCHOR, INTO I 3 k0.4416 Nautilus LG. POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR RoptngSyDM4rS)rsfem 06/24/17 WITH 1/4'0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR ; iL EC O INC. DATE WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. t 901 ! e fr N TIWT TESTING a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. bb r ws K�.wn n w. xvcu wma n uNe 1636 S.W.BILTMORE STREET _ •'• �I 11, (ns)en_,v, PORT Sr.LUCIE,FL 34984 17-244 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE 4r(� ' r- 1 ,-m,a:tat-0..1.- DRAWUIG N, DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. S/ r0� All ED-0006719 P"°^E(mD)749-90W.FIT Ln4 e71-0220 WALTER X TILUT Jr.P.E. �� • �" P.E 1 ATE FLNGA Lia 1 44167 1 1N SHEET 15 OF 26 MAX.ANCHOR'S SPACING SCHEDULE V8 FOR A GIVEN PRODUCT MOUNTING TYPE W/3/8"0 KVVIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT VAX A= SLAT SPAN RANGE Des" PRATM RESSURE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't GE(O.R s 30.0 9" 9" 9• 9• 9" 9. 9. 9. >31-40 9. 9. 9. 9. 9. 9. 9. B. >41-60 9" 9" 9° 9" 9" 9" 7" 5 5/8- >61-60 9" 9" 9" 1 9' 9" 8" 5 5/8" 5 5/8" SLAT t NQM >81-105 9• 9" 9" 9" 9" 6 1/2" 5 5/8" - �SPAN� MAX. SLAT SPAN FOR A >106-120 9" 9" 9" 9° 1 B" 6" - PRE S RE RAT NGIGSHALL >121-140 9" 9. 9" B. 1 7" 6" - - SM EXCEED MAX. SLAT >141-160 9" 9" 9° 7• 7" - - - SLAT SPAN DEFINITION SPAN INDICATED ON SLAT PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. MAXSLAT SPAN RANGE DESIGN PRESSURE WING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12•-16't > 16'-20't RANGE(P+ s 30.0 9" S. 9" 9" 9" 9" 9" - >31-40 9" 9" 9" 9" 9" S. 9" >41-60 9" 9" 9" 9" 9" S. 7 1/2- >61-80 /2">61-80 9" 1 9" 1 9" 9" 9" 1 8" - - >81-105 9. 9" S. 9" 8• - - - >106-120 9" 9" 9" 8 1/2° e" - - - >121-140 9" 9" 9" 7" - - - - >141-160 9" 9" 8" 6" BUILD-OUT MOUNT MAX DES" • SLAT SPAN RANGE PRESSURE 0'-4't > 4'-5't > 5'-6•t > 6'-7't > 7'-9't > 9'-12't > 12'-16't > I6'-20't Una RA (R` E E EO E 0 ® EO ® EO Q @ E @ ® E ® E E E s 30.0 9" 9. 9" 9" 9" 9" 9" 9. 9" 9" 9" 9" 9" 9" 9" 9" 9. 9" 9" 9" 7 3/4' 7" 7" 5 5/8 >31-40 9" 9• 9" 9• 9" 9" 9• 9• 9• 9° 9" 9" 9" 9" 9" 9" 9• 9• 7" 7" 6" 5 5/8" 5 5/8" 5 5/8 >41-60 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 7 1/2" 7'1/2" 6" 5 5/8" 5 5/8" 5 5/8' 5 5/8" 5 5/8" - >61-80 9" 9" 9" 9" 9. 9" 9" 9" 9" S. 9" 9" 9" 9" 7" 5 5/8" 5 5/8" 5 5/8 5 5/8" 5 5/8" - - - - >61-105 9" 9° 9" 9" 9° 9" 9" 9" 9" 8" 8" 6 1/2 6 3/4" 6 3/4" 5 5/8 5 5/8" 5 5/8" 5 5/8 - - - - - >106-120 9' 9" 9" 9" 9" 9" 9° 9" 8" 8" 8" 6 1/2 6" 6° 5 5/815 5/8" 5 5/LLL >121-140 9" " 9" 9" 9" 7 1/2 8" B° 6 1/2B" 8" 6" 5 5/8" 5 5/8" 5 5/8 - - - - - - >141-160 9" 9" 9" 8" 8" 6" 7• 7" 5 5/816 3/4" 6 3/4'15 5/8-15 5/8" 5,9/8%.:,•- FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02917 TIUECO INC. Nautilus DRAWN Ab LC. 44167 -0, Ro ue siluftr 17 TTM E c o,N�. g 96DATTE TILLIT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. errs nr.xa.m..sl.m,vraA wmnis,n vNe 1526 S.W.EILTAIORE SfREEf •'•' RI •• \\\ nw.w:(w��l-law.r,.:(vfleN-w1 PORT ST.LUCIE.FL.34984 17-244 '=S[. \ e-mon:Itlteca0ool.com DRAWING Ne U . �r�1\ ER-0006719 ra�OnE:(L00)719-9016.Fm 7n 571-0990 WALTER A.TILLIT Jr.P.E. �'•r un r.w o7mna �DATE FLORIDA Uc./44167 SHEET 18 OF 26 MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE W/5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE WALL MOUNT Asa SLAT SPAN RANGE OEM Rmw 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't wreE(rah S 30.0 8" 8" 8° 8" 8' 8° 7 1/2' 5 1/2' >31-40 B" 8' 8" 8" B' B" 6° 4" >41-60 e" 8° 8" B' B. 6" 4' 3 3/4' t NOTE: 261-e0 e" 8" B. 8" 7" 4 1/2" 3 3/4" - SLAT MAX. SLAT SPAN FOR A >51-105 8" 8" B. 5.1/2" 5° 3 3/4` 3 3/4' - �SPAN� GIVEN A.S.D. DESIGN LOAD � SHALL >106-120 e" 8` 8" 5 1/2° 4 1/2' 3 3/4' - - SLAT SPAN I EXCEED MAX.o� INDICATED ON >121-140 8" 7 1/2' 6' 4 1/2' 4` 1 3 3/4" - - SLAT PERFORMANCE CHART >141-160 e" 6" 5" 4" 4" ON SHEEP 15. SLAT SPAN DEFINITION TRAPPED MOUNT MAXNM AM SLAT SPAN RANGE cc" prdmsm 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't mam RANGE(P-1) s 3D.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 6° 6" 6" 6° 6" 5 1/2" 4" 4- >61-80 6" 6" 6" 6" B. 4" 4" - >81-105 6" 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" 5 3/4" 4" 3 3/4" 3 3/4' - - >141-160 6" 6" 5' 3 3/4" 3 3/4' BUILD-OUT MOUNT AS& SLAT SPAN RANGE OESS GN 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't #6 1 RANO E E E E E E 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" 6" 5 1/2" 5 1/2"14 1/2" 4" 4" 3 3/4- >31-40 6" 6° 6" 6' 6' 6' 6' 6" 6" 6" 6" 6" 6" 6" : 6" 6" 6" 5" 4" 4' 3 3/4"13 3/4" 3 3/4" 3 3/4" >41-60 6" 6" 6' 6° 6" 6" 6' 6" 6" 6" 6' 6' 6' B. 6° 4" 4" 3 3/4' 3 3/4' 3 3/4' 3 3/4' - - - >s1-eo 6° 6" 6' r. 61,6' 6' 6' 5 1/2 6" 6" 5" 5` 5" 4' 3 3/4" 3 3/4" - 3 3/4' 3 3/4' - - - - >61-105 6` 1 6" 6" 6" 6" 6" 6' 6' 15 3/414 1/2` 4 1/2" 3 3/413 3/4' 3 3/4` 3 3/4" 3 3/4" 3 3/4" - - - - - - >106-120 6" 6' 6" 6" 6" 5 1/2 5 3/4' 5 3/4' 4 1/2 4 1/2' 4 1/2" 3 3/413 3/4" 3 3/4-.3 3/4" - - - - - - - - - >121-140 6" 6' 6" 5° 5" a' 4 3/4' 4 3/4" 3 3/414 1/2-14 1 2 3 3/413 3/4' 3,�/R: >141-160 6" 1 6" 1 5° 4 1/2"14 1 2" 3 3/4 4" 4` 4" 1 4" 3 ............. " ✓ FLORIDA BUILDING CODE(`Non High Velocity Hurricane Zone) 14416 02D17 nuEco INC. NautilusORAWN 131. T : RoMgS410fferSptsm 68/24/17 IL E C O�Nc. DUE o<;`p•;l p ��Q P�, 6TILL�T�ING ENGINEERING COMPANY EXPERT16SHUTT�ER6RE SETRV�CES INC. 17-244 14/ •.�..�.....• 1 cro.,(DYIm+-im.Eu closlm-1"I O-•AL EN6� t^� 1 "-ma EB 000677te.�om pair•(e0a6j Tia-e�asa�'ru(]14)Bell-0990 6iL11rYW Ib WALTER A TILUT Jr.P.E. �A°• ouc � P.E. SGKJS/SIV URE/DATE FLORIDA Liz.1 44167 ,4Y uic SHEET 17 OF 26 MAX.ANCHOR'S SPACING SCHEDULE VU FOR A GIVEN PRODUCT MOUNTING TYPE,W/5/115"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT MAX DEA.S • SUIT SPAN RANGE GN PRESM RATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't RANGE 040.) S 30.0 8" a' 8' B. B. a" 6" 4 1/2- >31-40 6• 8' 8' a' a" 7" 4 1/2' - >41-60 a" 9' 8" B" a" 4 1/2" - - t NM >81-80 8" 8• 1 7 1/2- 7• 5 1/2" - - - MAX. SLAT SPAN FOR A >et-1105 8° 6' 7 1/2" 5" a" - - - SPATSLAT•--I GIVEN A.S.D. DESIGN >106-120 8' 7 1/2" 6' 4' - - - _ o PRESSURE RATING SHALL NEVER EXCEED MAX. SLAT >121-1408" 6' 5' - - - SPAN INDICATED ON SLAT >141-1607• 5' 4' PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT MAX DESIGN A.S.D. SLAT SPAN RANGE RATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-8't > V-12't > 12'-16't > 16'-20't RANGE(pad.) s 30.0 6" 6• 6" 6' 6" 6' 6' >31-40 6' 6' 6' 6' 6. 4 1/2- >41-60 6" 6' 6" 6' 6" 4 1/2" - - >61-80 6' 6' 1 6" 6' 5" 1 4 1/2- >111-1105 6" 1 6' 6' 1 4 1/2" 4 1/2' - - - *108-120 6" 1 6' 5 1/2' 1 4' 4 1/2' - - - >121-140 6" 5' 4 1/2" 3 3/4' - - - - >141-160 6' 5' 4" BUILD-OUT MOUNT SLAT SPAN RANGE PRESSURE 0'-4't > 4'-5't I > 5'-6't > 6'-7't > 7'-9't >W-12't > 12'-76't > 16'-20't RATING RANGE(P,•,1, E E E E E EF33/41" E E E Q E E E E E s 30.0 6' 6' 6" 6' 6' 6' 6' 6' 6' 6" 6' 6" 6' 6" 6" 6' 5 1/2- 4" 4 1/2- >31-40 /2'>3t-40 6' 6" 6• 6" 6' 6' 6' 6' 6" 6' 6' 6" 6' 6- 5 1/2' 5" 4' - 4° - - - - >47-60 6" 6' 6' 6" 6' 6" 5 1/2" 5 1/2" 6" 6" 6" 6" 5 1/2' 4 1/2 - - - - 3 3/4" - - - - >s1-80 6" 6' 6' B. 6" 5 1/2 5 1/2. 5 1/2" 4 1/ 5" 4' 4' 4' - - - - - 3 3/4' - - - - >BI-105 6' 6" 6' 6" 6' 5 1/2 5 1/2 5 1/2" 4 1/ 3 3/4' - - ->106-120 6' 6' 6' 5 1/2" 5 1/2" 4 1/2 4 1/2" 4 1/2' 3 3/66° 5 1/2 4' 4 - 3 3 4. 3 3 4" - - - - - - - - - - - - - - - >141-160 5• 5' 4" - - - r 1\t ,.• J' FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) F'. 02017 MTECO RNC. DRAWN Dr. x'44767 WNautilus LC. ` 1 08/24/17 I�C O INC. RolllnyS6et(or DATE EXPERT SHUTTER SERVICES INC. TILLR TESTING A ENGINEERING COMPANY ��\\••.C4� /'' �• ws n..x17 at,sn.3m.w cwen+a n area 1626 S.W.BILTMONE STREET 17-244 (wsmt-tsw111711 p \ PORf Si.LUCIE.FL.31964 Ain•. rlll) 1111\1 e-mo®1�000fi 1g•c"m pme.(800)749-901e.FM(177 8711-0990 ORIWOIG Ib Y •• WALTER A TILLn,Ir.P.E. me•� Mi"' ma�0p1 �'.� S • /GATE FLORIDA Uc./44167 m rLV1 t� SNEEf 16 Gr 26 SCHEDULE VC: Vx FORCES(Lb/FT)&Vy FORCES (Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILD114GS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM SLAT SPAN RANGE A.S.D. DESIGN ' > 5'-6' > 6'-7' —20' PRESSURE 0 RATING (PSf) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy s 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 1 290 150 1 794 180 509 210 708 1 270 1266 1 360 1962 1 480 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 — — — — >141-1601 781 1 320 1 1186 1 400 1 1322 480 1873 1 560 1 1740 1 640 1 — — — — — — SLAT SPAN I * NOTE: SLAT SPAN DEFINITION IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEET FOR Vx&Vy VALUES. Vy SIDE RAIL`_� VX Vy ; :�P.•V'G�Sc ✓� FLORIDA BUILDING CODE(Non Sigh Velocity Hurricane Zone) tllo.44167 C zon TaTEco mc. • cRenN Br. *� Nautilus L� * ?� L Ems► RoLfngSbutterSysMm C8/DATE 24/17 a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. ry9w�•.++v...rti.. ';• •l>•_,1 we Nr.xv.n.sv..we,—wma.n a:a 1626 S.W.BILTMORE SINEEf ]-244 4� G 6\ 11 ^*�:lbl19T�-:s7a.fv:(w)n1-1001 PORT ST.LUCIE.FL.34064 S�O 4� 111 a-rta11:1i14rn®Ool.eOm (B]0 749-90`.!.TAX:(M)871-0990 aureG Ne PrWE NAL ,1 EB-0006719 -': 90 R WALTER A.Hurt Jr.P.E. P.E. SEAL/68'4 fl�f11 DATE FLORIDA ue./u167 ao:so, . sNOR 19 OF 25 a SLAT PERFORMANCE CHART IbI & IC 1: (ONLY VALID FOR 12'SLIP) SLAT PERFORMANCE CHART Hb 1 & IICl: (ONLY VALID FOR 114•SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE.A.S.D.DESIGN LOAD(D.s.1).SLAT SUP 1/8"AND FORA GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(P.LO AND SHUTTER MOUNT CONDITION FOR FORA GIVEN MAXIMUMAS.D.DESIGN PRESSURE RATING(P.4.0 AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOD FRAMES WALLS W/2'x4"STUDS, INSTALLATIONS VNO STORM BARS PER DETAIL 2 BELOW INSTALLATIONS IMO STORM BARS PER DETAIL 2 BELOW AS PER LIMITATIONS ON DETAIL 1 CHART Ib I ur Ibi CHART ICI CHART IIb I J L CHART IIC 1 IM HOM woe 1mm(FWW 40 N=K Asa Lon wo WHE UZ MAtaRY WIE ttD®1 FORM A+O 111M A=t1B0 119E WARY WME MM P=K NO NMOM AM I= MOIN MAX SLAT SPAN LM TO till REGUIRED IftSUED ro 5/16'0 TAPCON XL ANCHOR USE MAII(IM POSIIBIE ASD. USE IMXWA POSITIVE ASD. ASD. 'L TAX'(1t) •( BACK OF SW SLAT UDtO VALUE 5/16"0 TAPCON XL ANCHOR M T LOAD VALUE WOOD GRADE MSM(SPAN r.4m F . (FML W/o STORM BARS MND ZONFS MRD ZONE MAK sur SPANI.M. REpIRED tw.SFrAR1Dlo1N To tAA1aLIA+ RI9DUIRED MAX SI AT SPAN 'LMN.• FEOINlED L/L SEPARI111D11 TO (PP-0ISEE 11010 ttmo ' ,a 4 AW&D, 'LwX.•(k) (+t) Lam 70 Egg OF SEAT(In) �( •LMA)L'(R) (TO MMUR L TO 11W OF SLAT(in) SOUTHERN PINE!2(00.55) 60. 4'-5' 4'-5' t 111111011110 mom r M/DESIGIN -OUT !!!RS M/ •aff1A"^m W 0 StORM BARS � QOM/ �n w 0 S1�W BARS DOUGW-FIR-SOUTH(G=0.46) 60 4'-5' 4'-5' a' (w) '"t '"% R WINO ZONES YMtD zoNE (P•0 mom '"� A WIND ZONES WIA IO+E PRUCE PINE-FIR-SRH ONE tam A) 11010• 1010• 1-3 4 WMA) rtlmaA 1101OA 1-3 4 (G=0.36 60 4'-5' 4'-5' 30.0• Io'-O- f 0-0' 10-0 B'-1' 1" 8 1/2" 30.0• 8'-3" 8'-3' B'-3" 7'-7' 1' 8 1/8- 35.0 8' 36D•• 10'-0" 10'-0' 10'-0' 7'-9' 1' 8 1/2' 35.0 so 7'-9" 7'-9' V-9" T-3' 1' B 1/8- 2., 40A•t 10'-0' 10'-0' 10'-0' 7'-5' 1' B 1 2' 40.0 M 7'-7' 7'-7' •7'-7' 7'-0' 1' B Ila' A M• 10'-0' 10'-0" 10'-0' 7'-2' 1' 8 1/2- 45.0 7'-4' 7'-4' 7'-4' 6'-9' 1' 8 1 8' t>Y17 50.0•� 10'-0' 10'-0' 10'-0' 7'-0' 1' B 1 2' 60.0�• 7'-3" 7'-3' 7'-3' 66.0•» 10' 10'-0" 8 1/2- 66.0•� 7'-3' 7'-3" 7'-3" 6'-4' 1' B 1 8" _ .0••41 10'-0' 1 10'-0' 1 10'-0' 1 6'- 7'-3' T-3' 8'-2' 1' B 1 8' -- ......... SLAT PERFORMANCE CHART IIIA: (ONLY VALID FOR 118"SUP) SLAT PERFORMANCE CHART IV:(LESS THAN 1/8"SLIP) iuµ FOR AGIVEN MAXIMUM AS.D.DESIGN PRESSURE RATING(PLO AND SHUTTER MOUNT CONDITION FOR FORA GIVEN A.S.D.DESIGN LOAD(PLI).SHUTTER MOUNT CONDITION INCLUDING 1 F3i INSTALLATIONS WO STORM BARB PER DETAIL2 BELOW ANCHOR TYPE AND FOR INSTALLATIONS VNO STORM BARS PER DETAIL 2 BELOW I 1 (I (n 3 = 1715E* i ,% �a 3 SLAT SPAN DEFlNRION CHART HIM �pE CHART MCI 5116"m TAPCON XL ANCHOR it f ° USE IACVRM ANTE 031M IOSONE MO NINIVM ASa Low USE NA1WAi1 TWINE ASD. 1 1;�V1+ 1 USE MAtt m YALLE BETWEEN POSONIC Il MAMM I LL n 5116"0 TAPCON XL ANCHOR MIN.SLAT TOAD L7RlJE AND+ •LOAD ASO.1410 VI111E � i m SPAN MWK SLAT WL SLAT :IN MAK SLAT SPAN '�K' REOURED W.SEPARATION 10 SPAN SPAN 10 wm L(�L11I To 1 1 i w''rs�x 1 AMUORNA •(.MAK'(FT) (+t) MMIRED TO&CK OF SIT C.) DESETFN •LMAK' FT 'LMIL' FF &W or to P") 1/z"PL14.00D AND DESIGN e mom tKnO-or� BuaD-logMT I w o srORN BARS ( �a�RtIt 1��uHT W/o siORM BARS Y/7 ((TYPZ•�SIDE,�)t (PO) MIND ZONES WIND ZONE •6 V 8(y NWD ZONES 1Rn ZONE (SUE IIOT • • A +-3 4 1a Hm0 A SIX-MIM• +-3 4 DETAIL 1(ELEVATION) 30.0• 7'-6' 7'-8' 7'-6' 6'-7' 1' B 1/8- 30.0• V 6" 35.0• 7'-2" 7'-2' 7'-2' 6'-4' 1' B 1/8' 35.0» 6'-3- 40.0• 6'-9' 6'-9' 6'-9' 6'-1' 1" B 1/y K. F! V-0" All, OTES 45.0 4" 6'-8' 6'-0' 6'-B' W-11' 1" B 1/8- '-10' 0'-0" 1" 5" 50.0• 6'-5' 6'-5' 6'-s' V-9' 1' 6 1 B" '-9' 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 65.0= W-3' 6'-3' 6'-3' S'-7' 1' B 1/8' '-7' ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING BOA••• 6'-1' 6'-t" 6'-t' 5'-5' t' e 1 B' '-5' IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. Yn MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t: WOOD FRAME: WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF __... ....................---._-_-__{ •VAUD FOR DOUGLAS-FIR-SOUTH(G�.46) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER -- '------'----------, SOUTHERN FIE#2(0.0.5M) SIDE OF OPENING SHALL BE 33". SLAT HNE4IR-9TH(Cs•0.36) I I I 5Pµ »VALID FOR DOUGLAS-FIR-fiWDI(11=0.46) i i ti i? SOUTHERN FIE h(GAMS) i1 / i1 4 w SLAT SPAN DEFINITION VAUD FOR SOUTHERN ,• 1„o1 3j jT• !! 3 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) !' F� 10'-0'F07 BUlO-OUT •i L • •,•• •••,•• t IO 2617 TIVECO INC. a-wx PPwc,wOR L.C.INSTALLATION INTO WOOD FRAME STRUCTURES Nautilus Syaem DI/24/ Bt7RoIIngSAuHerLE C O EweY: EXPERT SHUTTER SERVICES INC. GATE 1 1��\ �� ••' (( /;•4(A\\\ Nii�TESTINGnTESTING GINE�ELRIN��COMPANYe 1626 S.WPJLrJ STREET 17-24-4 �1/2'R.YND00 7N0 Q'•'•.�A�- \\\ a.m.. rmaTt TL�tttaOssl cpm TI-un PORT Sr.,LUCIE.FL 34984 DRAWING Y!7 (Z)2'afi'WD00 SMAS ORy�,.� (11P.EACH SDE.BE"m)t ,� Q !LES\y11\ EB-0006719 a�Gri(ew)Tae-ewE FA%:(m)eT1-ossa DETAIL 2(ELEVATION) P.E.sEAi/GJATURE/DATE WALTER A.TILT a..PF. m••b un •• �< FLORIDA LT.0"167 �� a•i n 6HDET 20 OF 26 a MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE A.S.D. DESIGN LOAD(psfl AND SLAT SPAN RANISE WALL MOUNT&BUILD-OUT MOUNT TO 2"A"WOOD STUD WALL MOUNT TO 2"XIS"WOOD STUD WITH MINIMUM 1/2'1 PLYWOOD (SEE DETAIL 7 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) MAMM SLAT SPM R4M ASo omoN SLAT SPAN RANGE WOOD GRADERRINQ RUM DewC-d 4�* WOOD GRADE wm tl to 4`>4 to 5` >tP toU` �m 7'>7 tog`>1 tG to' s 30.0 6" 5 30.0 6" 6" 6" 6" 6" 6" SOUTHERN PINE #2 40 6" SOUTHERN PINE #2 40 6" 6" 6" 6" 6" 4 3/4" (G=0.55) 50 6" (G=0.55) 50 6' 6" 6" 6" 4 3/4" 3 1/2" 60 6" 60 6" 6" 5 3/4" 5 1/4- 3 3/4' 3- DOUGLAS-FIR-SOUTH s 30.0 6" DOUGLAS-FIR-SOUTH s 30.0 6" 6" 6" 6" 6" 6" (G=0.46) 40 6" (G=0.46) 40 6' 6" 6" 5 1/4- 5 1/4- 4 1/4- SPRUCE /4"SPRUCE PINE-FIR-SOUTH s 30.0 s" SPRUCE PINE-FlR-SOUTH s 30.0 s" s" s" 6" 6" s 1/4- (G=0.36)G=0.36 BUILD-OUT MOUNT TO 211X6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) A6rDmw SLAT SPAN RANGE WOOD GRADE TING Ruax C-4 >4-5 >w-v" >6;4 >7-9 >W-10' IDS WmAoma ■ YGWR• E Ya1RR W Ya1R(F W Q maw W =IffA YOIINT TIQ=0.'/T E IIaIW M E IIOIJPIT N E 10W W WOIM1 W 5 30.0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 1 6" 6" SOUTHERN PINE J}2 ao r. .6" 6" s" 6" s" s" 6" s" 5 1/4' 5 1/4" (G=0.55) 50 6" 6" 6" 6" 6" 6" 6" 6" 5 1/4" 5 1/4" 4" 4" 60 6" 6" 6" 6" 6" 6" 5 3/4" 5 3/4" 4" 4" 3" 3" DOUGLAS-FIR-SOUTH s 30.06" 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- SPRUCE PINE-FIR-SOUTH ., 30.0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 5 1/4" 5" G=0.36 '111,• *� L,Ito ••'Y fir✓ . MAX. SPAN FOR SLAT FORA �� r• V �' '•,9 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) GIVEN A.S.D. DESIGN LOAD , SHALL bQRQ EXCEED MAX. 44i6T ozG+T nLTEca INC. • DRAWN eY SLAT SPAN INDICATED ON *i # Nautilus L.C. * ' Rollin Shatter SLAT PERFORMANCE CHARTS ; IL E C O INc. 9 Steam �aTc17 ON 20 SHEET. TILLIT TESTING k ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. ��L+ � .• �� w••w o..n-_ms mac.res.n»'.A 1626 S.W.SILTMORE STREET 17-244 ='(•SC/ A �V�tttl Pew (JM10i 1471ecoOml c rm-'!71 PORT ST.LUCIE.FL.34984 GRMTNG Ne O�AL� t,ttt WALTER h0TGIGU6.1719 P.E. PNONO(eco)749-96•e,FAX(]12)e7I-0990 w r.r PDmlq P.E. glETd RE/DATE FLORIDA U../44167 n. m MET 21 OF 78 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) �°H STORM BAR SPACING (Fr) PRESSURE RAMNO 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' of 30.0 11'-0" 11'-0" 11'-0" 11'-0" W-0.1 ill-0.1 il'-0" III-01, 11'-0" 11'-0" THIS REGION IS ONLY VALID FOR INSTALLATIONS 35.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" W/ 1 OR MORE STORM BARS PER SHUTTER. 40.0 11'-0" 11'-0" 11'-0" 11'-0" W-01, 11'-0" 11'-0" ill-0.1 11'-0" 11'-0" 45.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 50.0 11'-0" 11'-0" 1 1'-0" 11'-0" W-01, ill-01, il'-0" ill-01, 11'-0" 11'-0" + THIS REGION IS ONLY VALID FOR INSTALLATIONS 55.0 1 1'-0" 11'-0" 11'-0" 11'-0" 11'-0" ill-0.1 - 11'-0" ill-01, 11'-0" 11'-0" * W/ 2 OR MORE STORM BARS PER SHUTTER. 60.0 11'-0" ill-01, 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" • - 65.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" 1l'-0" 11'-0" * - 70.0 1 1'-0" ill-01, 11'-0" 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" • 11'-0" • - 75.0 i l'-0" Ill-01, 11'-0" ill-01, 1 1'-0" 11'-D" 11'-0" 11'-0" + - - 80.0 ill-01, il'-0" 11._011 11'-0" ill-01, i l'-0" 11'-0" 10'-10" * - - 85.0. 11'-0" ill-01, 11'-0" 11'-0" 110-0.1 il'-O" 11'-0" - 90.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - - 95.0 11'-O" 1l'-0" 11'-0" 11'-0" 11'-0" 11'-01• - - - - 100.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0., - - - - - 105.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - - - 110.0 11'-0" ill-0.1 11'-0" 11'-0" 10'-10" - - - - - 115.0 11'-0" 11'-0" 11'-0" 11'-0" - - - - - - 120.0 11'-0" 11'-0" 11'-0" 11'-0" - - - - - - 125.0 11'-0" 11'-0" 11'-0" 10'-10" - - - - - - 130.0 11'-0" ill-01, 11'-0" - - - - - - - 135.0 11'-0" 11'-0" 11'-0" - - - - - - - 140.0 11'-0" 11'-0" 11'-0" - - - - - - - 145.0 11'-0" ill-01, 10'-11" - - - - - - - 150.0 11'-0" 1l'-0" - - - - - - - - 155.0 11'-0" 11'-O" - - - - - - - - 160.0 11'-0" 11'-0" - - - - - - - - k:TIL ++ MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN �� fBl ��''•. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. ozon mTEcO Inc. DRAWN W. 4416Nautilus * !�I+ RoRfngShnfterSk3fom 06/24/17 1L E OND. DATE I U. 44�� TILLIT TESTING n ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. ;, ll:!,Ll DW..SI.Sb,i67,w0um R.33196 1626 S.W.61L7NORE STREET 17-244 (v6 n-p61 S tT7 9:Glleco+ool.com PORT ST.LUCIE.FL 34994 m6 • • DRAWING I&I (1( 6 E&-0006779 ( )749-90.6.ruz(772)071-0090 !� WALTER A.nLLIT Jr.P.E "". P.E�'9F�jrLASjsj7/1R DATE FLORIDA U.f"167 , /. sNEET 22 Or 26 ,.y...M IIF Businessb ° 0 y p B BCIS Home I Log In User Registration Hot Topics Submit Surcharge i Stats&Facts Publications FBC Staff BCIS Site Map Links Search Fbida i °,M Product Approval a USER:Public User LS F24"l ku_ra: Product Approval Menu>Product or ADolication Search>Application List>Application Detail FL# FL389-119 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 I1 AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11" Created by Independent Third Party:Yes for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for otherspans and ASO pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC. Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HVI.blade,8'-0"for+64,- FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC_ 72 p.s.f.A.S.D. load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and W-0"for 110 p.s.f. REPORT.PDF for HV1A working in unison.See sheets 7, 11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 89.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC..INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.. INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: GENERAL NOTES: I. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA 13VILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 &20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O.DESIGN WIND LOADS AREA 1: HV BLADES.(t & AA BY MULTIPLYING THEM BY 0.8 IN ORDERTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET t IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: - TYPICAL WINDOW BLADE&WINDOW!DETAIL -HV BLADE(Jt 80214.01-03. (10715.01-03,81004.01-05, 81214.01-05,80317.02-06,80609.01-10 AND 80210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE ]SAND HV WINDQW B AL.DE (IIIA AND E-1996 STANDARDS(MISSILE LEVEL.0,WIND ZONES 1,2&3)&81220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. HERE APPLICABLE) -HV WINDOW BLADE Q 80505.01-013 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1, 2,3)BASIC PROTECTION ONLY AND 8 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV BLADE{,)i AND HV WINDOW BLADE (9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.Y.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 814x2.75'AND N14xi.75'RESPECTIVELY,410-HT MINIMUM SERIES C�ERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kai TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHII COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-8,CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR,6063-T6 ALLOY IS 30O ksi AND 35.7 ksi FOR T MAXIMUM SPAN TABLES SHEET ii 6005-T5 ALLOY. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEEP 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kai MIN.YIELD STRENGTH AND 90 kei MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE D : 12,13.14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE(D&© WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X, WOOD SHEET 18 8. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 86'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,ON WHOLE OR IN PART BY U.S.PATENT 85'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE, CONTRACTOR TO SEAL/CAULK AREA 3: HV 11VINDQW BLADE IIIA ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD AREA 4: HV WINDOW BLADE ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (6)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF 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 A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. IEJN/Irrisq,,,� FLORIDA BUILDING GOQE(Non High Velocity Hurricane Zone !!1 1 y`� „ �Tw~S 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM y 11 L 1 E G d t N A■&S■A. Accordion Shutter System r,te(/J KV RAM#t W/OR W/O H.u.WtI> OW RADE IT TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems qEV.He DESCRIPTION DATE DRAWN BY: L.C. b VT b Assoctafiton, Inc. I OLD 15-085 7/27/1/ NATE 07/27/17 `\ 6355 N.W.36th.SL,Ste.305,NAGM GARDENS,FLOROA 3316 i D d troas Drive 2 Jf- -sCras- �4G- Phone:(305)871-1530.F-:(303)871-1531 426$ WesDRAWING No ie� ' 4U titi a-mal:cNeeooa�.coa West Palm Beach, FL 33¢07 3 /ry •••••• _�X111.4 WALTER A 006719 P.E 4TIUJT 7"�47 lSA ATE FLORDA Uc.9 44167 s SHEEN RE SFAtf S URE OF 20 I I 3-o FGR mDow aLArzVARIES 1.91 491 No T-0 4.371' -M7 1 )iV SOLID BLADE .375' Hy EER QUALIFIED FOR USE W/ COVERED UNDER US PATENT # 5458179QUALIFIED FOR USE W/ HV BlADE(�1 Ci)HY DIRECT MOUNT HV BLADE 0 to BY WINDOW 13LADE 6005-TS ALLOY AND TEMPER QUALIFIED FOR 1;�SE W1 HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 66b3-T6 AIL31LDAYD E a TEMPER 6063-T6 ALLOY AND TEMPER 226 is .124- 670' .67 3.656, .000* .570' 2.226' 072 842 fl - I k897' 815" 2.092" 4.436* 12 _1375 BY ADJ. AD Pp b--' "1'-" .920 0.072- 007Z QUALIFIED FOR USE W1 HV 80HV WALK—OVER TRACK L BLADE T QUALIFIED FOR USE W/ HV (�)HV TRENCH TRACK ©HV ADJ. FLOOR TRACK 6063-76 ALLOY AND TEMPER BLADE in QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AVO TEMPER BLADE( ONLY. HV RAINGUARD BLADE I 6063-T6 ALLOY AND TEMPER (ioQUALIFIED FOR U5E W/ HV 1,936* BLADE 6063-T6 ALLOY A 0 TEMPER VARIES W AT 1' 915" VARIES 1.936' 6063-T6 ALLOY D TEMPER 0 '.Coo* 9*12 4VARI.ES 1,917' 12 Max. o 083- -083' 12 '09Y 093' '�j 7y - !�' .125' .100 U 41 670 a e .093- � I ' .093w L6 J7. %A7 ff 1.686' 670 k 060' 3.529 670, n1l HV CEILING HEADER C1� HV HEADERISILL 103 HD CEILING..HEADERZ—SILL QUALIFIED FOR USE W HV BLADE(DONLY HEADER/SILL ODKLIFIED FOR USE W1 HV BLADE(1)ONLY, 6063-T6 ALS AND TEMPER QUALIFIED FOR USE W/ HV BLADET USE SEE SECTIONS FOR VALIDITY.- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR W1 HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A a TI T2 X y t 2- Z' 0.125' 1 1, 1 1" [0,062-1 107 2- 5-MAX. 1/8- 1/8- 3- 1 3- 0.090- f IMEL XIMIN.YIMN.t I I E1:1 n 2- 5*M.AX. 0.192" CIA92" 1 X (jo SIDE ANGLE AIJUMINUM ANGI.ES. 109 2.V 7-MAX. 0.190' 60'� CORNER POSTS QUALIFIED FOR USE W1 HV V-Al FIED FOR USE W/ HV BLADE T QUALIFIED FOR USE W1 HV BLADE(D 6063-T6 ALLOY AND TEMPER BLADE(J1 ONLY. 2- 5'MAX,i 0.139' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER II rani..— FLORIDA BUILDING GOD((Non High Velocity Hurricane Zone' ,"'-tilk A- TI, 2017 EASTERN METAL SVPPLY,INC. It 02D)7 TILTECO.INC,INC BERTHA HVTM Accordion Shutter System I"LE C 0 1 Hc, A.S.S.A. KV.BLADE#1 W/OR W/O KV.WINDOW BLADE American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY-. L.C. TICCIT TESTING & ENGINEERING COMPANY RIM DATE: 07/27/17 Association, Inc. I OLD 15-085 'r'T1A9C' St,Ste..305,VIRONIA GARDENS,FLORIDA 33 -- 6315 N.W.NW.36 Phan. (305)871-1530.Fox: (30.5)871-1531 4268 Westroods Drive 2 DRAWING No OA4 • West Palm Beach, FL 33407 3 4��, B-0006719 17-107 z ... .... PIP WALTER�TILLIT Jr.J,P.E. 0 flok%U.111"167 5 ET P p SH OF 20 Ah /DATE 11 4.6 J211 29xtj 1/4'-20 OIE CAST +.576' 2.93" 745' 93` 0.3 fl,AT LEAD , TKRFA'1ED NDUsuIC ER4VEL +(` .745' O 3.51.5. BAKED PAINTED -S4 lYP.) t E7DE0 £SLNOuSLN\6BAKED PNTEDp3 'm GRESS TURN .062• KNOB..675'1.325' b1" .'u16" _ E1RA33 CYLINDER BRASS CYLINDER 0'454' N rL I &KEYS(CHROME (CHROME PLATED) 21 HV CENTERMATE �°'s. g, o •. 1.325 -'I �LOCK ) H E RESS LOCK QUALIFIED FOR USE W/ HV BLADE 1D& to ONLY r�2, HV FLOATING „� - `�' � V � 6063-T6 ALLOY AND TEMPER OUA IED FOR USE W/ HV BLADE 1 & to ONLY °,t? 3.0 .8751 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 1 MA 81.NDE�1}& ONLY. BLADE Q& 3 ONLY. Q AUFIED FOR USE W/ HV 8LADE 1 ONLY 250'O.D. 518 .873 6063-T6 ALLOY AND TEMPER PLASTIC HEAD ^1518['^ 1.75 . MOLDED m a iv I' 4.045' 2 TO n w SD UI 1.979” 1.753" • 0 6'i N� 0I p " o 82 ^ .360 AFTER RIVETING a t N°rn, bs' 1/4"--205x 3/4" BEFORE RNETING (' r1 4"0— 0 I3 S.S. THUMBSCREW / 1 IVNUT* w Dei m p04 ami, *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THR4 SHM HUTSERT,PART 0 0820.AS MANUFACTURED BY AVDEL PLAN ry FRONT E77vAnoN ( HV MALE "T" LOCK CENTERMATE - I 4.666' CHERRY M(TORN.PARSIPPENY,NEW JERSEY 07054 OR EOUAL LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1OONLY 29 �V FEMALE "T" LOCK CENTERMATE HV "T" LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER ('} QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE VJ/ HV BLADEONLY ONLY QUALIFIED 6 OR U ALLOY KV BLADEAND TEMPEIY ONLY W/HV BLADE C1J ONLY, BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER 1.91711- .917__..'1 3.161 i� it SI T— o � D 3 — 1 [j:LL� THUMDTURN b; .0631.214-' o .063 )� ,�< .43 1.0 0 I CYLINDER OR .062' d 1KEY CYLINDER �v .545' m � 0.675"Mln. max. 31 CELOCKING RODI LOCKING my oa p = m QUALIFIED FOR USE W/ HV BLADE t & A QUALIFIED FOR USE W/ HV BLADE 1 & 1A IN 6063-T6 ALLOY AND TEMPER ��• o 01$ 6063-T6 ALLOY AND TEMPER vaatEs, 12'IDN. QUALIFIED FOR USE W/ HV BLADE t & 1A � � � tj4 p zD ss.GR 3/6'0-1a 1.130' 6063-T6 ALLOY AND TEMPER � THUMgTURN ACETAL nNMOSCRENS. tl/2• CYLINDER (SEE OCURa) Da _ OR KEY ' � CYLINDER LOC ;►G ROOLn i.76 Max. m 375c 1J4'pD EBC( m QUALIFIED FOR USE W/ HV BLADE Q N CCC✓JJ 6063-T6 ALLOY AND TEMPER CI HV �6 0-16 ACfAI„ "37 (iV 1,(_4" -20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. a 5 INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS VERIES S.S. THUMBSCREWS QUALIFIED FOR USE VI/ HV BLADE D& @ LLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR HV BLADE Q QUALIFIED FOR USE Y!/ HV BLADE 7Q FLORIDA BUILDING CODE{Nan High Velocity Hurricane Zone: 1 1,01. A � -1 0 2017 EASTERN METAL SUPPLY.INC. 11 11 1 !/A-, 02017 T1LTECO.INC. = „_,___ BERTHA HVTM ' �GE� % A��7■ ■A■ Accordion Shutter System L E C O INC. H.V. BLADE#1 W/OR W/O KV.WNDOW BLADE e American Shutter Systems qrv.N OESCR1PTION DATE DRAWN BY: LC. e* T1LU7 TESTING & ENGINEERING COMPANY Association Inc. 1 OLD 15-085 727 1 DATE: 07/27/17 6355 UX.36th.SL,Sta.305.L4RCMA GARDENS,FLORC-3316 • f f STATE M 'h, s o Pho :(305)871-1530.Fa=:(305)871-1531 4268 Westroods Drive 2 DRAWING No a F(Ep C� fes+ �� a-mgr:614_°o.'AxQ. West Palm Beach, FL 33407 a ,� INC o �:-'�,'%..Z OR 1N,'••'y�v�N EB-0008719 V ......gN' (11 WALTER A TILUT Jr.P,E. S P.E SEA7L 143 dA�RE%DATE FLORIDA I:-.s W67 5 SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULEFOR 3/8" HV M HV R 12 MIN. WCE .0625" TO LADE TI�P 41 '40 (D HV BLADE I 8A HV WINDOY!BLADE .0625- .0625 .0625* 1 FPO,,X-X HV BLADE 1A SLADrS -0 OPENIN t1875, y KNUCKLE HV LONG RECESSED NYLON BUSHING .11211 (rfp) 0.0625' 39 NYLON BUSHING HV SHORT RECESSED ci ,E Y 25- of�ij j FLAT PORTION R7.7 OQj/ 3"a- X 0 3 .7501 HV NYLON HAT WASHER (DOR in HV WHEEL CARRIAGE NSI 302-303 SERIES 4FVO-440) I F-�l i F7 HV 111INDOW 0.870"x3/16- THICK NYLON WHEEL. 2 7/8-MIN. —' -ff CLEAR 315*0 SEPARATION 3.7500" 0.188"0 AISI 302 SERIES S.S. RIVETS BErNEEN 0625' n BLADE -1, .0625 #8 HEAD EXTERIOR &fpotj y-y @ HV 1 3/4- ACCORDION PIN W/ 4b OPENINGS ON C-1-5 47 - a .7500" @ KV 2 3/4" ACCORDION PIN W1 #8 HEAD 1- 1/4 -2 CLEAR —81 TY POLYCARBONATE IMPACT RESISTANT HV WINDOW 8PICAL HV WINDOW BLADE AND_jApS POLYCARBONATE HV WINDOW DETAIL (D OR (D or @ EE NOTE FOR E OV IREMENTS) 0 OR POLYCAR13Q ATE IMPACT RESISTANT V WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12"MIN.C 4CE RESINS, UV-STABILIZED GRADE OR SABIC TO 8L4DE BO M INNOVATIVE PLASTIC LEXAN 103 RESIN (d)OR I (SEE NOTE 'F" ON SHEET 19). IL- (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR Ovim BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV d OR POLYCARBONATE SOURCES FOR(a EXTERIOR APPUCANX RE-41LT HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY 4� I,I- TWCAL PROPERTIES STROARID !HV P114 OR AT RITERCICE (2) HV PIN @ MAY BE USED IN LIEU OF (a AND ONLY AT EXAR 0 1i� BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00.324 (SEE NOTE *FOR sptcotc CRAVIT'r ASM 0792 aw 0.043 rand BLADE WHEN CORRESPONDING TO INSTALLATION "Il", SHEET 7. REQUIREMENTS) TDSTU OM 5.400 p..L 9--0o"J. rLo"FRAt.STIRl GTH Al 11110 ASM 0790 12.500 p..1 13.00 0.40E (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER 61 5 I FLMM UQ=US AM DM 34a=C p- 3+5.400P=.. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET (9 1 0256 to rt-raf.. I?rr-u,,,A i M= SUOK Durtm, ASTU 02843 472 Z 64Z x ma PAZ of FUF.WQ ASM Om C-I CLAZ C-I CIASS _sffl- CAR AGE DETAIL A? Sat JGUMC ASM D1929 1007 984 T ..fEMBLY LAYOUT N %TAINM AWU 0155 Tv4u alzn,�M T Am e3s 93M,sL 8840 A.I. P. n1 HY BLADE SOLID & (A- HY WINDOW BLADE DETAILS Metz StRE5S BEFORE o- , .-I -L . I-A-L N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 02017 TILTECO.INC. @2017 N METAL SUPPLY, INC. si- BERTHA HVTM Q Accordion Shutter System �Lic�6 ,N`7c A.S.S.A. RV. BLADE#1 W/OR W/O H.V.WIMON DAM 4 y9 TILT TESTING & ENGINEERING COMPANY U American Shutter Systems REV.Na DESCRIPTION DATE DRAINN UY.- Lc.Assoclation, Inc. I OLD 15-085 07/27/11 DATE: 07/27/17- 6355 H.W.35M sv.St..305,MRMIA GWDM%FLaWA 3314( Phan—(305)871-1530.F.. 4268 Westroads Drive 2 DRAWlIN13 ........... —a:t1fcoo.oIxorn 3 E-0006719 West Palm Beach, FL 33407 4 1 7 1"6 AL It"It ssIpNAL7 WALTEF!"k TILUT Jr.P.C. FLORIDA tic.111 44167 S SHEET P.E. SEAL/SIGNATURE/DATE 6 4 OF 20 • C« -1 dna a *NOTES S ON BY LOCKS AND CENTERMATES: A relb C G •2 M N 5 T U F�. .��§' ,c� •�.°Y�?" JO1'Lv 1.MMi110W CONDITION iT:ONE HV LOCK I&or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INST TIONS AT ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON I_..� TYPICAL SHUTTER ELEVATION. 2. I18LAQN Nn IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV�T 16 a• LOCKS OR 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES IQ) '- COQCA ION OF L LOCKS SBE AS NHALL BE AS INDICATDICATED ON NOTE ED ON TYPICAL SHUTTER ELEVATION. De-NVR V 3. NIX H - F�� sZJEN MA4WQRY CONDITION#I OR LIMITED MODATORY WAM H.V. LOGKSle LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY ° 'EJoa 25 oa 066 ox 0 aA(Y 83E USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), -- 4. MANMATMCONOtDON i2:ONE HV LOCK 6 NALL 8E USED AT CORNER CENTERMATES FOR ANY SPAN W AND INSTALLATS AT ANY ELEVATION. HV LOCK 2 or Q, SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO �CORNER CENTERMATE V1/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS 5 AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. A � NDC_ NVC_.. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. yvj� m. � x 5. ONE ALTERNATE HV LOCK 2Q MAY BE US IN LIEU OF HV LOCK or .j FOR ANY SPAN AND INST TIONS AT ANY ELEVATION. ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT D-H'D 3 OF I/4.0-20x3/4-S.S.THUMBSCREW TO 0 OR @ CENTERMATES SHALL BE MADE W/ 1/4'0-200/4'ALUM. It n o,; NIS RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO d , �J LOCKS AT 1/3 OF SHUTTER SPAN. .. .. ® 6. M" ATOQY CONDI110N i3 FOR KEYSTONE MOUNTING IbWAJAMONS: ONE HV LOCK @ or @ or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96'.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK @ or @ or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®or @ SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2* LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS O3 W/0 CONNECTION OR TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILED", D r E H I J % L u P o a V W % SHEETS 10& 18 TYP.FULL H �, ` *NOTES ON HV "T" LOCKS AND CENTERMATES, HEIGHT. OF CORNER 1.SECOND ALTERNATE To MANDATORY CONDMO #1 VALID ONLY FOR W'r LOCK AND CENTERMAIES 0 AND "u' D CENTERMATE ONE ALTERNATE HV'r*LOCK tOj MAY BE INSTALLED IN LIEU OF HV LOCKS 0 OR FOR ANY SPAN AND @-44OR®' 7O°A®�14' � I STALLATION AT ANY ELEVATION.ALTERNATE LOCK Ob Y 8E USED As AN INSIDE OR OUTSIDE LOCK.ATTACHMENT J OF LOCK S INCLUDES USING REINFOR�CIN�G LOCKER r.AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 14• 5 +�sa t 1+] oa CONNECTED TO CENTERMATES 0 AND Ug W/ 1/4'6-20 x 1 1/2'LONG S.S. THREADED BOLT W/ 7/8'4 x 3/32' WINGNUT OR W/ 1/4*0-20x1' S,S.M.S. INTO A 1/4'Ox 5/8"RIVNUT. LOCK MAY BE INSTALLED AT MIOSPAN OR 12" 6 7 1]oa 6 �]'•1$oa MAXIMUM ABOVE AND BELOW MIOSPAN.USE OF TWO LOCKING RODS _TOP AND BOTOM IS MANDATORY. r5 ®ae :,(ba©. w () +@Da 19•])r<19 *NOTES ON HD LOCKS & CEN) Y,TES: � T H.LQC MII({D CEPIIERit1TE'S QR 3 W/ :ONE ALTERNATE HD LOCK l3:r MAYBE USED IN LIEU OF TYPICAL HV BLADE SHUTTER ELEVATION Hv LDpcs 2 OR FOR ANY SPAN AND INSTALLATIONS AT�ANY ELEVATION.ALTERNATE HD LOCK C4 MAY BE USED AS AN INSIDE OR OUTBID LOCK.ATTACHMENT OF HD LOCK'N:/TO 0 IS W/3#8 x 3/8'F.H.S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMEM INSERT 5 AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MOIMUM BELOW OR ABOVE WDSPAN.USE OF LOCKING RODS Cs..IS COMPLETELY OPTIONAL .I T -n A rFLORIDA BUILDING G do High Velocity Hurricahe ane r..C,eT..j,, 02017 TILTECO,INC. ©20]p�7 EASTERN MET�AL SU((P��PLY,INC. Accordion Shutter System . 7�c—�o �N�. A.S.S.A. H.Y. MAX#1 W/4R W/O H.Y.WNDOIN MADE ShUfter Systems 9EV.N DESCRIPTION DATE DRAWN BY: LC. �t• TILLIT TESTING & ENGINEERING COMPANY nC�p Association, Inc. I OLD 15-085 7/27/1 DAZE: 07/27/17 h ]6th 54,Aa.]65,NRDNA CApOEN$r-153 3]Ib 4268 Westroads Drive x 1 Phone:(305)571-1530.Far:(305)871-1331 DRAWING No ..,,,,„..� Y4} —.W:tllte,**..1CDm West Palm Beach, FL 33447 3 17-107 » y � G1 (l EB-0006719 % ,1 WALTER!Z TILLIr Jr.P.E. r�r{ FLORIDA Lie.d 44167 5 SHEET P.E. URE DATE 6 5 OF 20 » I IN CRETE ANCHORS POURED CONCRETE POURED {SEE SCHEDULE ON OR CONCRETE BLOCK POURED-- CONCRETE SHEET 13 REQUIRED 1/4'¢-20x3/4'S.S. CONCRE(E ANCHORSMACHINE SCREWS CONCRETE RE4UIRE6 _ REQUIRE �„ r CONCRETE ANCHORS i 17 18 D AFOR ONE(SEE NOUNTWG®ON SHEET 7) I r % , SHEET 13)(SEE SCHEDULE ON NU is O.C. (SEE SCHEDULE ON SHEET 13) t- _.:=_ 12 OR 141' Min. 1/4"0-20x3/4"S.S. O ( /� ,`/ EO EQ MACHINE SCREWS ---- FE �E4 _ „^c --__ USING 1/4'-20 NUTS ~� 1/x' il� m 12'D.C. III E. D.* I / t/2' 250'Max. --- 13 6a DR 15 i . E.D.r' F,,, rl i .250'M.Ox. E .! iO1 I Mqx°. I `E.D. p-- L==3=0 j OPTIONAL 11 I' I r' 1 I I 11 PRONAL I1 Id:{.57P1A110N 1 ! t ' t ro GU65(RE I I '-I I FOR BLADE 0 a ( j OR W ExlsnNc Mui.SEPARATION TO class EXISTING ( g�rp�© i 1 ' MIN.SEPARATION TO GLASS I I 1 GLASS 1 {SEE scHEauLE ON SHEET 1r) LJ G1A5$--( (SEE SCHEDULE ON SHEET it)— HV EXISTING � 1 I 1 G1 `" I {�C HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE EXISTINGr ) MIN.SEPARATION TO GLASS CLASSIM�, 1 1 OR t 1 1 EXirnxc� {s£E SCHEDULE ax SHEET i i) I 1 ro a.uz(gE I 1 I I MIN.SEPARATION TO GLASS GLASS ! �,.1 � t ! `{SEE SCHEDULE ON SHEET It) i t ON SHEET 10 FORmyyy ( i OPTIONAL I FOR BADE(DROr BJaPS®+tom i t a EXISTINGCLASS—I CID.* 1/4" #'r /� lili 1IiI I II 1 1 1/4"Max. tdox. ' ,.' / OPTIONAL i 1 ;,1 LLL 13 oR 15 �. E.D� ` .a iIAII -1/z OR 15 . �. 1'= ; 1 Z OR 1 4 ---- 1/4'6-20x3/4"S.S. M;n, r j '7-- E E4 PHILLIPS TRUSS HEAD I' i f 44-20x3 4'S.S.PHILLIPS ,,' j 7 oR 18 MACHINE SCREWS USING L„-._j'I '`�r CONCRETE ANCHORS TRUSS H MACHINE SCREWS LILLL-- CONCRETE ANCHORS i 1/4"-20 NUTS 4 12"O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS®12"O.C. ' (SEE SCHEDULE ON SHEET 13) Lfin. POURED CONCRETE SHEET 13) POURED CONCRETE i ,.i +!J OR CONCRETE BLOCK REQUIRED OR CONCRETE BLOCK ,Q,aNCREfE ANCHORS WALL REQUIRED HV WALE SILL INSTALLATION T (SEE SCHEDULE ON F(�HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION NOTE FOR COMBINATION DF SECTIONS: INSTALLATION DETAILS W1 1-SEE SHEET 4 FOR TYPICAL SHUTTER *E.O. ;EDGE DISTANCE 4 SEE LIMITATIONS OF USE FOR C1 HV BLADE ASSEMBLY SEE SPECIFICATIONS ON SHEET 13 BLADE ON SHEET 19 2- MOUNTING SECTIONS CAN BE COMBINED { ) IN ANY WAY TO SUIT ANY IN Oil. "firi/// iii tet' Q F� Tit FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1 �� ✓ 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. =�1 s� `.. ERTHA HVTM .4 A■S ■�■ Accordion Shutter System 1 L E C O N . KV. BIAM#1 w/OR W/10 KV.WINDOW MAX t Q o TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems WY.N DESCRIPTION DATE DRAWrr BY: LC. Association. Inc. I OLD is-Das 7/27/1 DATE: 07/27/17 '•• `•�,'� ,,OR}D� 6355 N.W.38'J!.Sl,Sia.365,VIRG'h1t GADh15,FLORIDA 33I Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No r SfO(� 1 t i+' a-rna9:Lat.coa6asom West Palm Beach, PL 33407 3 NAL L� rrr EB-0005719 17-107 ��rrrrrrY7ttx•'rI WALTER A 71LUT Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLorNOA Lc 44167 a SNSET OF 20 POURED CONCRETE ANCHORS All SOWMT*4 I ♦ t i i MW.SFPAMWN t (SEE SCHEDULE ON SHEET 13) : TO 0ASS(SEE 1 OR EXISBNG 1 1 TO GIASS t 1 CONCRETE I sQtmuE av setLEY REQUIRED '�it ML BION mMD ' GLASS---I k(SEE SCHEDULE ON t... - / EDGE OF I Rt 9GET T9 FCR ro C 1 t sNCEt ttj ` r r SLAB IF APPLICABLE EXISTING ISADCimk�]' 4 ON stet ) e i 9 t GLASS R ALTERNATE i i i t I I I I j ,� I I ,+ EXISTING TIE I E t / / : ,/ ANCHOR t N 1 N GLASS + r / t t.00AT. i i t,� - • - ++ 410x3/4HEX WASHER HEAD r e 1 1 oa 13 Oa 15 338•Mrv. TEK SCREWS 0 12"O.C. I •.fit rf /,/,t /r'/�•',%111/1 EDGE OF 11 ,`i i 3/8 vay. CONCRETE ANCHORS r $ i ,"/ :/' SLAB IF ,'/ /-i / 'APPLICABLE tI 6 7 (SEE SCHEDULE ON SHEET 13) EQ /' ,t ' I I i r /t r•r✓ r I r '(. / •r rr•lr: r EDGE OF EXISTING I R I _-.�F '�// .• It �/ +' r', STAB IF EDGE OF i / r i i• rt, - = / D GLASS—i I SLAB IF I',r 'r` i/' !'t t, t J2" t/ EDGE OF r/ /: , APPLICABLE i wt ypAnATIDN + I APPLICABLE :`r/r`•'E.O.,' E. �,r / //f r APPLICABLE POURED ` R GIAs . r r r ,• , !',r" POURED - E.D. CONCRETE FLAT HEAD CONCRETE ANCHORS 1.ljg 74xg i' ,,',' , CONCRETE (SEE SCHEDULE ON SHEET 14 -'i n Frn73ADE lDAt4) ♦ POURED rr�:' .•1 r / i RECUIRm } W SeEET 19 fliN 1 OR CONCRETE ' FLAT HEAD CONCRETE ANCHORS REgIPRED 7xADEsp&tfl t REgUIREO D! D.• (SEE SCHEDULE ON SHEET id) @ TRENCHINSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. Q HV FLOOR INSTALLATION t O HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING de FOR SPANS PER {G,) HV CEILING INSTALLATION SCHEDULE 13, SHEET 11 ExISTORC INL swm1� --•� ,L CONCRETE ANCHORS + S0° to GLASS 0 �..N (SEE SCHEDULE ON 1/4'0 aw BtWAEx TAPCON W/ °�+ps'EET t (ffi SCNfDutE I } s , =I t SHEET 15) AD"CED Y UM DFCRM 7 CN sn¢�tQ EXISTING-"i EXISTING „ itof OCt GR)/4'Q POMERS 1/4• EXISTING _,� L \ GLASS `"1(SR sa�EwIE•ttn ,1) rl cLA55,ti FAStENERS TAPPER.A)iG1OR5 w/ -L!f —MrAw�nmr ro 1 3/4'UN.ELB@MQtT O 6• Mme" D Iii i i (SSE StR DUM CN ,t) I i O.C.FOR UP TO W-V SPAN AND 1 II 4"O.C.FOR SPARS LARGER RLNNI t j4^ SEALANT�Ev Tn ASTN��a 1 -7 I t l i fNA)L. I i 911EI iT(IPR U A:TTIIXt5 3 8' Tj2� D4 170:3/4'HEX IE•,p s,1 / rtAAX. g 3 °R 15 WASHER HEAD Ir i coN.sFAL. ' LM t N TEK SCREWS / O.C. $ i i i ^•I-� i" /f'% 114.3/4" HEX HEADJ11 0 12' 1 3/B'" t L %%lain' L/oro-ZG3/4'SS us TEK SCREWS 0 9"Q.C. I :f --- O 114x3j4"S.D. 4 ---- i i i i tja' (, '%!%i r':` ^USING T/4'e-20 NUTS CONCRETE ANCHORS f _ 6 + 7 3/ t,- 1/ i- OR 1/410-20 S.S.M,S. i n 11 / - LL 0 9'0.C. Max. +• •• %r'Y%'/ 0 t2'O.C. W/NET 0 9'O.C. (SEE SCHEDULE ON t/2 i; i SHEET 14) I , EXISRNC NON STRUCTURAL I -----rte----»-' 17 a 18 t/2t" / -17 a 18 I 2.00"MIN. WALL TRIM(DECORATIVE t r EDGE OF i r ')=• E.D. SILL) ! i r ijt /• /'J /+I// ' ' / / iii / r 114x3/4'F.H.S.D.S. MIN. BLAB /'• ., —POURED CONCRETE 7/B" r ! / ,/- APPLICABLE ,. ivn \ 0 9"O.C. REQUIRED CONCRETE ANCHORS SEE NOTE 13(0) � ` NOTE 13(6} OURD POURED CONCRETE (SEE SCHEDULE ON ON SHEEr 1 \ / POURED CONCRETE-" ON SHEET 1 j,./ r/� / '•,.' r �,.E.O'/ OR COEDRETE BLOCK SHEET 14) OR CONCRETE BLOCK oPngruL POURED REQUIRED M�)KEYSTONE MOUNTING INSTALLATION CONCRETE Q HV WALL FLOOR INSTALLATION � HV WALL WALK•-OVE:R INSTALLATION amu„$Ism SP PRESSURE:`6`•''s P" REQUIRED Q BY RAINGUARD INSTALLATION t RM t THIS INSTALLATION SHALL NOTF FOR COMBiNATTON OF SECTIONS: • REMOVABLE WHEN PERFORMED E. E =EDGE TIONStO ADJACENT TO AN OPERABLE EXIT ♦ 5EE LIMITATIONS OF USE FOR 1- SEE SHEET 4 FOR TYPICAI.SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ASSEMBLY OR ENTRANCE BLADE TA ON SHEET 19 INSTALLATION DETAILS W/ It HV BLADE 2- MOUNTING SECTIONS CAN BE COMBINED n 'q N ANY WAY TO SUIT ANY INSTALLATION. 11))7 n n, t -�� FLORIDA BUILDING CODE(Non High Velocity NUrricone Zone \\\ t••"•`�E,\'•"•, v'++ 02017 TILTECO•INC. ®2017 EASTERN METAL SUPPLY, INC. rYMSF'•.?'� BERTHA HVTM 0• N A S S A Accordion Shutter System 41'� > �T�l G V 1 N . . ■ ■ HV. IXADE#1 W/OR W/O H.V.WNDW MADE 1-0 ' /}� TI!LIT TESTING.k ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY, L.C. vAC�• O •<trQ L+5 ..N.w..",St.,...:.OS•NRGM4 GARDENS,RORDA 3318 Association, Inc. L OLD 15-085 7/27/1MTE= 07/27/17 Z '�'•'• ..... .4. .1 a Ph...:(305 53 B71-1530.Fax;(305)@71-17 426$ Westroods Drive x ,1 \7 _—I:III...oaw.c°m West Palm Beach, FL 33407 3 DRAVt3NG No 4NAL EN .0"' 4 ED-0006719 4 17-107 ...rir.AA.N WALTER A.TILUT Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA UC.1 aa1B: 5 SHEET 6 7 OF 20 SEE END WALL QUAl S SEE NOTES ON LOCKING RODS Q.KV LOCKS Q or Q our 90 IN INSTALLATIONS W/ 1 HV ,�,�AND ALTERNATE HV LOCK®ON SHEET S. Exlsnrc cuss I BLADE W HV CENTERMATES GLADE SLACK DICIALAPPLICATION HVF`ION W YAUQ FQ© CETTTERAIATES APPLICATION WRK BLAOE OC4) ®GR�. -to . � SEE END WALL TiQN @-(D-0-1 10+ .03- OR �Ex,sr1NG GLASS 13-ETAILS ON TS. 100 Ll I ` 7o-@_@-O-@_ I@_@-@.@M&@.;�----------------------L-------_----_ —————————— --� 1o © O © CCS 0 3 1/4 • 7' 6 1/2 7" z•■z',1/6•,o'-z 8 8 oR 9• 3 GR 1 * 5 (6063-T6 ALLOY)ALUM. OPP©SING , SYMMETRYCAL ANGLE tY/(2) 1/+0 TAPCON t/2" ANCHORS TO CONCRETE i CENTERMATES CENTERMATES. crop/BOTTOM)& �tQ:]ja'S.U.S.0 12• MIN.SEPARATION W HV LOCK 2� or 2�5* TO CLASS (4)810:i/2'S.U.S.TO TUBE ' D.C. FULL LENGNT. HV LACK 4 Qr �5) / {SEE SCHEpULE AT EACH ANGLE(TY P) 1111 Z * JT ON SHEET it 5 IN J ) I ® 5 'VF HYD our HVC SO•©�1©``J°fl`/'L�7°a HVA POURED CQHCRETE OR 60^ +�7 •Qcn®• 70`�J I t 0' 5 0-0.0 w EXISTING GLASS REOUR D BLOCK WALL ExlsnNc` 'vJ"�•®°fll:++� ( SYMMETRICAL ------IN—©'O'p��' �— r� \ CENTERMATES 6 a G°t GR 8 , 7 MIN.SEPARATION 1 8 «+ 9` 3 T�18+ 5ExISTiN To cuss GLASS _ _fl_a_ o t L— J cuss b 1 V LOC 8* OPTIONAL �'© (SEE scHEDULe 5 �* 3 (tNTERtOR} �"@-@+Q�5- ON SHEET 12) i MIN. SEPARATION TO OIASS (SEE SCKEOULE iN OPTIONAL - — ON SHEET 11) (INTERIOR) \ /� ----- -.—_—_ -_..----- ------_---- I VOT _ CONCRETE 1 ANCHORS 0 IE 167 ox. 0. 2 n3VARIES 4�� n3 3 -� *` ! 20 \ * 1 u (5 6 m our ti 6 t/2'MAX.SLACK * 5 (EXTERIOR) HVF** HVD our '`''��pU/ais�A��' hl HY LVE FLORIDA BfllLDlNG CODE Non Nigh Velocity Hurricane Zone �l��.• •' 9 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY.INC. BER- TRA VTM IL EGO „tip. Accordion Shutter System A ' S,S,A ay. MADE#t w/OR w/o H.v wtrmyv aLooE �y * American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY r Ev.N DESCRIPTION DATE DRAWN er: Lc. 'Q a Association, Inc. t OLD 15-065 /27/1 DATE: 07/27/17 �•`.�• ;+i(r 8355 N.W.36N.SL.Ste.305.MRSNIA GARDENS,FLORDA 3316 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING NO ,^S+ G�ty\1 1+1� ° .3:rate.*..I Co. West Palm Beach, FL 33407 3 17-107 7,'O7 ',. NAl•' ' Ee-00067,9 + r rfftrrjl' WALTER A.TILUT Jr.P.E. FLORIDA Uo.19 aa167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 8 OF 20 RNATE [NSTALLATION WjHV "T" LOC6 HV MALEIFE-MALE " " OC S CENTERM FS 8 & LOCKERS 1 HV BLADE SSE END CONNECTION DETAILS ON SHEETS 10 R 18 INSTALLATION (1) H,�V•�,BLADE OUT IN ��° a�6 9ADE(JJSACK DETAIL HW,WICAIED ON SHEET 8. Wj HD CENTERMATES tJ U AS WELL AS LINNFASHE T,MAY USE WITH I.HDU-HW . IHDICATm ORLIN SHEEP,YAY 8E USED WITH INS ALTER INSTALLATION DETAIL Hilo SHOWN M rs STREET. SEE END WALL CQN EC11QN 10•�'��•®o•�+� DETAILS ON SHEETS 10& 18 E O•U7 •©n0.0•�� t i /�/��•��q��(""��•�p�•®�gip (6003-76 ALLm9 2W. '^l•.`1• 35* * 35 ASCIL Wj{2)ij4Y TAPf.T1H 5/d 1 (OPTIONAL) 4 (OPTIONK) AAtM 0PjD��h'IE I _ ___ _ _ ) (4)no,1t2•s.1T.s.m TUBE i t1Q.3t4•s.N.s.0 1x• IN 3 A tACII ANOIL HTTP) O.O.Fill LENGHT. # I N (4}H.V. __—_ _^—_` N (4)H.V. y ��AZI b 30 HY T" D PINS(TYP.) PHIS(TTP.) 10 tie 5 3 LOCK (INSIDE) 1 : 7 u'. ° ' (oma II 0 5 t 28 29 1 J. QfI / jo' 2 5ja• _ S 3 OUT 31 oq 32 33 31 op 32 31 DR 3�T 31 OR # --3Sk *SEE NOTE 6 FOR NV LOCK 2 1/4" 0-20 x 1 1/2" S.S.M.S. `1 35 (OPnavAL) • # W/ 7/8"0 x 3/32" WINGNUT. toPRaAL}HDB—HV8 OUT HDC=VC _,D%LOCK.ON SHEET 5. HV "T" LOCK (OUTSIDE) SYMMETRI"AL HD CENTEIRMA[ES SYMMETRICAL H C NTERhhJATES Wf (Bo LOCK (EXTERIOR) W/ LOC fiS INTERIOR] SFtoES 9"4 uOUMuv HVG* (2024-T3 ALLOY)LMCE FIANCE itiot �a®a©•O7 oa 8Qd10•�°• SHEET MRSERT.PMT t 0820, AS 4AHUFACTURED 13Y AVDEL CHERRY �.—t0•�a�•(�1�•�w 11DOORN.PMSIPPENY.NEW JERSEY 07054 OR EQUAL f�M®•�a©•�D1 s,pa�•�(�„��,�5 eAt(�•� 3 �tA *SEE=Es ON Looms RODS@&M(0 LOCO WISH 5 �---fl ( ##MltT k FLOATWO RLWO WVL HDD-N.9 tS VALID TOR ALL CENTERNATES APFUCATIM WRH OUOE 01 \r HDD—HVD** FLOATING STACK +++)+++ R A j}�'�f FLORIDA BUfLD1NG CODE(Ron High VelocityHurricane Zone ( 02017 nLTEDo,INC. 2017 EASTERN METAL SUPPLY,INC. ',t 3 :•�.1�EtVs �v 13ERTMA N TL1 0.4 A S A Accordion Shutter System _II L E C O Inc. L H V. BLADE1 Wf OR W/O KV.v+1ND(rW 8 A4E TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.q DESCWPTION DATE DRAWN BY, LC. d Association Inc. 1 OLD 15-085 07/27/17 DATE: 07/27/17 /{T •.• 0 N �4/ t� 8355 N.W.361h.St..Ste.303.VORONN CAROM FLORIOA 3316 T ._S Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No cSjO"""" �\ ++11 a-ma0;tieccoft loom West Palm Beach, FL 33407 3 17-107 ^t 07 NAL E ITTII+ WALTER AES-OTILUT19T.P.E. • •"`re FLaRiOR Uc.g 44187 5 SHEET F SEAL/SIGNATURE/DATE s 9 OF 20 POURED CONCRETE POURED CONCRETE ---POURED CONCRETE POURED CONCRETE OR !' OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL { OR CONCRETE BLOCK VALL REQUIRED -- BLOCK v1ALL REQUIRED REQUIRED BLOCK WALL REQUIRED [�7,,3`,� `fDUSTING GLASS J EXISTING GLASS { F CONCRETE ANCHOR'J.i EXISTING GLASS — — % J 2'MIN: EXISTING GLASS \\\ 60 16"O.C. 1' 1' / MN SEPARATION — — Ji — " rJ-z Mw., PA /.� ,+ ro ULE O(SEE WN,SEPARATION ' 1 1 MIN.SEPARATION ( MULE AD(I)AN TO GASS(SEE MN.SEPARATION EQ " EQ: TO MASS(SFE 71 FOR BLADE(I)AND i' SCHEDULE ON SHEET i i i TO GLASS(SEE SCHEDULE ON SHEET 1/16'x3'MAX. ON SHEET t9 FOR i j/ 11 FOR BLADEOAND A 1 SCHEDULE ON SHEET 11 FOR SLADE QA•$ (6063-T6)CONT. Bu�'S�Ct&� ON SHEET 19 FOR , 1/2 11 FOR 19 FOR (LOCATE AT SHEETON 19 FOR ALUM. CLOSER I , 81t�(D& T--`1 eLA ESQ&QAC EITH R SIDE) j 6NOE5 1{}& PLATE.{LOCATE 1MIN OF( ) A7 EITHER SIDE MINDOWN If - IIJJ OF 4U) I •i•USE i'OR 2'MAX. I 1/2'MtN, ----{ (AS APPUCABLE)x2'x1/8"x0'-2" 1 T- --- I #10x7/2'S.M.S. tOR .9 ------� ALQMINLiM cuP ANGLEtBloxt/2•S.M.S_J 6} 16`O.C, �' 0 16.OC. 4 (6063-T6 ALLOY)AT MIDHEICHT(1) p1Dx1/2'SM.S.TOO&d 1J (2)1/<'0 TAPCONS ANCHORS TOSEE DETA4 X FO �� EITHER SIDE OF®)CATE AT ' OR ®SIDE CONNECTION � OR OR �� SEE DETAIL X FOR TO TRACKS SEE DETAIL X FO SIDE CONi+ECTiON �©•OaO 10•®m 4®a6 7 O1 6 I O TRACKS g t0• a SIDE CONNECTION �°'�� •®p1 ® lo a TO TRACKS �� y� ,�72•�7u©_•�O7"�C®�, ,rg2v�7 •©wU6 .�Q,.�a ®•ll'�t✓•Q•�x' &0'@_(9)-:!•V.91b1 ®'v.J°tL.y,'�"`v•'cJ� �J'®°'1�'�"v'©°' ND CONNECTION DETAIL Q END CONNECTION DETAIL END CONNECTION DETAIL 0 END CONNECTIONDETAIL } REQUIRED ONLY FOR SPANS GREATER THAN 12'2' POURED CONCRETE OR • CONCRETE BLOCK WALL EXISTING EXISTING CLASSREQUIRE° ———— GLASS 4 _ �:•./� —— tIR SEPARATION ` 8tdxi/2•s.M. ' ------ - - TO GLASS(SEE .' � ttiN.SEPARin�d --;"""r,`"f= _ 6 OR®OR )i 0R SCHED11FOR llEON SHEEr HADE i�MD CONCRETE tit•tdlN. ,U (SFfrET ..___________ -- __ ON SHEET 19 FOR ANCHOR 6 \ 11 FOR BLADE QAND ------- BLADES - OR i TJ OR�OR� CONCRETE' BLADES&Ia 12'O.C. ON SHEET 19 FOR 4 i- --- -- ANCHOR I EO 1 rJ MADES0&I� -- -- OR(p ® 16" �V24MIt1. � 4 -D.Q. c---- --- f jY$ r`� - _-__�• � +=L_ MIN. EQ ORQOR& � 2"MIN 2•MIN. ;' I ♦ SEE UIJ ATIONS OF USE FOR VIEW y f. BLADE Qq SHEET 19 �OR1OR�OR iQR� vlEw Y S t0R &N PLAN 1 OR \ I I DETAIL POURED CONCRETE DR (�w®•pap¢1D ®� �'��y7"d+QPagtO�a E D INSTALLATION CONCRETE BLOCK WALL 10O `w'�©'`�'©•® REQUIRED 6�j°'��/y) 6.5-©- ®�'Q ©�O O �a 1 NV BLADE OR V WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL SCI, (D-@- L FLORIDA BUILDING CODE{Non Nigh Velocity Hurricane Zone: 11++, •l�e� ........ :^ 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. THA HVTM � � ASSA TL EFF O �n�. ,� Accordion Shutter System :_______,yam----• � KY. ,ADE#i W/OR W/O kV.IMi+O(7,4 E1S1DE American Shutter Systems EV.H DESCRIPTION DATE DRAWN BY: LC. 2 TILLIT TESTING & ENGINEERING COMPANY Q + Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 1A 8355 N.W.]6'Ju 54,Ste.305,NROmm CARDERS,FLORIDA 3316 "- ' - '1 Phone (305)871-1530.Fax:(305)671-1531 4268 Westroods Drive x DRAWING No -:s/QNAL.�tS�1+111 0 I:Ult 8o 0e- West Palm Beach, FL. 33407 3 17-107 7^I D7 ""'�rrrnrrr"•+1't WALTER A.TILLIT Jc KE. P.E. SEAL/SIGNATURE/DATE FLORIDA Lc.d cats? s SHEET OF 20 SCHEDULE 41 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN "L+" OR 'L-' MAXIMUM SHUTTER SPAN* 'L+" AXIMUM SHUTTER SPAN*"L+" 1Ncia nnoN ND ' NOTES, (ft.). FOR INSTALLATIONS W/ „�y(p�plQ OR "L (ft.) FOR R "L-" (ft.) INSTALLATIONS �NTERMATES. & or((jl or INSTALLATIONS W/ W $ M�]RICAL CENTER CONCRETE & �1400D (t) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK I& or ® or or egg & MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. & % ONE HV LOCKS HD LOCK W/ NO LOCKING RODS or ONE NV LOCK or or L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE ® (b OR W/ NO LOCKING WALL A, 9, C, D• E, M, N, 0, P. 0, A.S.D. DESIGN PRESSURE RATING. CENTERMAi@ 283 29 W/ ONE W/ NO LOCKING RODS® ODS MOUNTING F, K & L R, S, & V. H -r LOCK 30 W/TWO LO(ONG (SEE NOTES t.tt) (VALID FOR MOUNTING(D RODS 35 TOP & BOTTOM EE SHEET 7) FLOOR CEILING (2) PROCEDURE TO DETERMINE MOR FLO SPAN FOR NNL�r1TT��GG }}�� CONCRETE WOOD FLOOR/CEILING H. I, Ii• U T. U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE'&WUO INSTALLATIONS O CONCRETE MOUNTING & td NAnuuM NAtnvu MAvuvu GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, ASD.DESIGN Aso.DESGN AS.D.DESS INSTALLATION$ SURE WALL MOUNTING FLDOR/CEIUNG PF�WM WAIL MOUNTING PRESSM t100R/COLING I+OUtmNG DETERMINE MAXIMUM SPAN `L+•FROM SCHEDULE. RAM0 & WDWG GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. fc+t) MOUNTING (P.O.) FLOOR/COUNG MOUNTNC (P-0 OR DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. (+DR-) (+OR-) (+OR-) FLGOfl WALL MOUNTING �M L+ t9} L-@) L t Qt) t-XIII L+ (R) L-(It) 0 MAXIMUM SHUTTER SPAN "L+'OR "L" FOR 707-15R—LM 16'-0" 16'-0" 16'-0" 16•-0" 30 16'-0' 16'-0• 30 i6'-D- 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN I$EQUAL TO THE t '-O` 105 pst.A.S.D.DESIGN PRESSURE RATING. MINIMUMDETERMINED SPAN BETWEEN "L+'AND "L-". 35 4'-10" t4'-10' 15'-2" 1635 t4'-ta• ta'-t0' 35 40 13'-10" 13'-10' 14'-2" 15'-2" 40 1S-10' 13'-10" 40 14'-2' 15'-2• (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13•-1" 13'-4' 14'-3" 45 t3'-1" 13-1• 45, 13'-4' 14'-3' t HV CORNER CEFITERMATE A3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN UNT IGS: MOUNTINGS 50 12'-5" 12'-5" 12'-$" 13'-7" 50 12'-5" 12'-5" 50 12'-3" 13'-1• MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 11'-10" IV-10' 12'-1' 1 12'-ii' 55 11•-10` I11-10' 55 it'-1" 11'-11" .SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE NOTE 5,SHEET 5. 60 11'-4" 17'-4" 11'-7" /2'-4' 60 1V-4' 11'-4" 60 10'-2' IO•-it' RATING: 65 10'-10- 10'-10" 11•-1" 11'-165 10'-10' 10'-10" 65 9'-5" 10'-1' LX. SPAN FOR WALL MOUNTING INSTALLATIONS, 70 /0'-6' 10•-6" 10'-9" 1t' Y LI+=M-5" MAX. 70 TO'-6' )0'-6" 70 8'-9' 9-4' L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" 10'-1" 10'-4' 17'-i" 75 10'-1" 10'-1" 75 - 8'-9' '`'EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 4'-t0" 9'-70' t0'-0" to•-9" 80 9'-10' 9'-10" SPAN"L+"OR"L-'AND MAXIMUM A.S.D. DESINC FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-6" 9'-9" 10'-5' 85 9'-6" 9'-6- PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3• 9'-3' 9'-5' 10'-1" 90 W-3' 9'-3" OR CONCRETE BLOCK SHALL HE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Ut MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0" 8'-9' 9'-2" 9'-10' 95 9'-0' 8'-9' LIMITED TO +64,-72 ps.f. AND 8'-0' SPAN, SEE LL-= MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 g•_g` $'-4" W-0• 9'-7• 100 H•-9' 8"-4' MOUNTING M ON SHEET 7. INSTALLATIONS. 105 8'-7- T-11" 8•-9' 9'-4' 105 8'-T T-I1` 110 8'-4` 7'-7• 8'-7" 9'-2• 110 8'-4- 7'-7• FINAL MAXIMUM ALLOWABLE SPAN isl EQUAL,70 THE 115 8'-2- 7'-3' 8•-4• W-11' 115 $•-2" 71-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'L7+ 12+". AND'Lx-" 120 8'-0• 6'-11' W-2" B•-9' 120 8'-0- 6'-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-t0' 6'-8" 8•-0' $'-5' 125 7'-t0- 6'-8" ,".�.� ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 T-8' 6'-5" T-10" 8'-1" 130 7'-$' 6'-5' WIND ZONE PRESSURE RATING TO DETERMINE MIAXIAIUM ANCHOR 135 T-?• 5'-2' T-9` T-9' 135 T-Y s-2- MINIMUM SPACING. IT 140 7-s` 5-,1- 7-r 7-6" Lao 7-5• s-1t• ASTM E-1996 SEPARATION 145 T-3" S'-9` 7'-5• 7'-3- 145 T-3- 5'-9' T� C7�A5.7 150 7'-2" 5'-7" 7'-4" 7•-0' 150 7'-2' S'-7" 155 7--0' W-5" T-2' 6'-9 155 7'-0- 5'-5' 1 THRU 3 1" 160 6'-11" 5'-2' 7'-1" 6'-7• 160 w-11, S'-2' 165 W-10' 5'-1" 7'-0• 6'-4' 165 6'-10• S'-1• 'I 170 6'-9" 4'- I' W-11" W-2' 170 6'-9` 4'-11" 175 6•-7- 4'-9' 6'-9" 6•-0" 175 6'-7- \I/ H V BLADE ' 1$0 6'-6' 4'-8" 6'-8' S'-t0' 180 6'-6• 4'-8" 185 6'-5" 4'-6' 6•-7' 5'-$" 185 6'-5' 4'-6- 190 6'-4• 4•-5" 6'-6- 5'-6` 190 W-4' 4'-5' 195 6'-3" 4'-3" 6'-5" 5'-5" l95 6'-3' 4'-3' 200 4'-2' 6'-4• 5'-3' 200 6'-2' 205 6'-1" 4'-1" 6'-3• 5•-1' 205 1 6'_1 t41 ""+�. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY,INC. _._ ERT A VT1A A S S A Accordion Shutter System ' � >INc. s s s s KV. BLADE X11 w/OR W/O H.Y.tMND(hY BLADE o �A117k' a TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.x DESCRIPTION DATEDRAWx BY.-uL(Gtr. Lc. Association Inc. t OLD 15-085 7/27/7 DATE: 07/27/17 lV �ti 6353 xw.36th,St.,St..305.VIRGINIA DARDEN%FLORIDA 3116 � ti 4268 Westroods Drive : �+,-= Phone:(Das)a11-,Sao.Fd.:(3os)a77-1537 DRAINING No (act .. 1 c \�Iia a-Dwii:tatecoft oxam West Po11n Beach, FL 33407 s t.rAy�� '•I WALTER,L000�i Br.P.E. 4 17-107 T FLORIDA Lic.8 44167 5 SHEET P.E. SEAL/S1GNbTURE/DATE 6 11 OF 20 ii :.1 .•: � 1 .ql •i l/q� 11 : t •�. i / :[l1 i�Z- :iz :ak .� t •ii '•.t a • ill•,•:!Y •i , •• i0t MR ti .i 41 :, . •: l ,t -z• O �.• O •',D. 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MMMMMM0M�MMMMdt#"®OQEOM NI II I�I� ca r i f � • • r: i/RLBIIY� MAXIMUM ANCHOR" SPACINQ (to) SCHEDULE FOR A GIVEN MAg. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES X&Q DESIGN NEGAT{UE PRESSURE RATING AND A COR CnMG.M(MMNG TYPE FDR CONC_REIE OR•.CONCRETE 814CK INSfA1lATIDNS (SEE MOUNTNGS E.G.&H ON SHEETS b&7) 1.ANCHORS TO SUBSTRATE SMALL BE AS FOLLOWS: POURED C011OR TE/COrOREIC BLOCK POURED CONCR13C (A) TO EXISTING POURED CONCRETE(Mtn.f'C-3 ksi) umum 1@WALL SILL MOUNTING ©CEILING MOUNTINGHO FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. (Min.fc- 3 ksi) SPAN ♦u^HOM SPACING LEGEN - 1/4"0 x 3/4"ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT do SPECIALTY COMPANY, (Min.re-3 ku) ( OLSGN WAUNE PRESSURE 9A9aG SD.OEaq:RETAKE PFMPRE RANG p0 ,OEM MAINE PRISMIRE AAIEIG ) - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.fc - 2 ksi) TAPCON OR - 1/4"0 TAPPEfl+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 30140160 75 90 1[20 190 205 30 40 60 73 90 120 160 205 30 40 80 75 9O112011601205 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 H e 8 a 5.5 14 12 is 9 e a 6 8 t4 12 10 9 8 8 6 6 THREADFORM TECHNOLOGY (Min.fc -3 kSi) 3'-O" 14 12 10 9 a 8 '6 6 14 12 10 9 B 8 6 6 14 12 10 9 a a 6 6 ALL POINTS SOLip-S£T R 14 t2 10 9 8 8 8 fi 14 12 TO 9 a 8 6 6 14 12 10 9 8 a b 5 BLUE TAP W/CAP NOTES: 14 12 10 9 8 8 6 7 14 12 t0 9 B a a 6 14 12 10 9 8 8 e s TAPPER A. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 8 a 7 55 3,6114 12 10 9 9 8 6 6 14 12 10 9 a 8 6 5 ANCHORS 1S 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2•. 4'-0" 14 12 10 9 8 B 6 6 14 12 10 9 6 8 6 6 f4 12 10 B 8 8 6 3.5 14 t2 t0 e a 8 B + 14 t2 10 9 6 9 6 4.5 14 12 t0 9 8 5 4 3S A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8•INTO THE POURED CONCRETE,NO EMBEDMENT 14 12 10 9 8 B 6 4.5 14 12 10 9 9 8 B 5.5 14 12 10 9 8 8 6 4S INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO ♦SEE DaITATIaNS CF USE FOR 14 12 10 9 7.5 S.S 3.5 - 14 12 10 9 9 a B 5 14 12 10 9 8 7 SS 4 EX15T,AND 1"MINORUM FOR WALLS Y,7TN NO STUCCO, 5•-0" 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 8 45 atAOE aN SfGET 19 14 12 10 9 B 7 4 - 14 12 10 9 a 8.5 5 3.5 14 12 iD 8 65 5 3.5 3 0.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE MSTING WALL OR FLOOR, t4 12 10 9 8 T.5 4S - t+ 12 10 9 B 8 6 4,5114 t2 t4 9 8 6 45 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 f2 9.5 75 6.5 4S - - 14 12 /0 9 e 75 S.5 4 14 12 10 9 B s 4.5 3.5 INSTALLATION INTO INTO)ABOVE.FOR EIF5 WITH METAL.INSTALLATIONS ON VINYL SKEET 2O,DING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR i4 12 10 9 8 8 9 - 14 72 10 9 a 8 8 5 /4 72 iD 9 8 6.5 5 JS 14 12 10 9 7S 5.5 3 - 14 12 10 8.5 7 5S 4 3 14 12 8 65 5,5 4 3 ^ 14 12 10 9 8 6 - - 14 12[to 9 9 6.5 5 3.75114 12 10 8.5 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 44i 6. S.5 3 - - 14 t2 10 9 6 9.5 4.5 3.5 14 12 t08 7 5 3.5 3 - 1/4"0 TAPCBN LL TAPCON WON ADV,4NC C THRORS,A S DIS TECHNDLBGY ANCHORS.AS MANUFACTURED BY I.T.W.BWLDEX. 6 8 - - 14 12 10 9 9 7 5 4 14 12 10 9 7.5 5.5 4 31/{"R x 3/4"ALL POINTS SOLID-SEF ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECL4LN COMPANY. 7'-0 2 10 8 ILS t - - t4 12 9 7.5 B 4.5 J.S - 14 105 7 SS 4.3 3S - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 2 10 65 7 4 - 14 12 10 917.515.5 4 - 14 12 9 7 7.5 4.S - - - i/4"P TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY 14 11 7 55 4.5 - 14 12 10 9 7.5 55 4 - 14 12 4 7 6 4S 3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. $.-O. 14 12 10 9 8 6.5 - - 14 12 10 9 B 6 4 - 14 12 10 8 6.5 5 35 _ NOTES: 14 12 81 7 5.5 3 - 14 12 a 6.5T5-.ST4 J - 25 9.5 8 5 4 3 - B.7)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 9.5 7.5 6 - t4 12 95 6 65 5 - - 14 12 8 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 1J 4.5 65 S 35 - - - 14 12 10 8 65 5 - - 14 12 8 6.5 5 4 - 9,�. 14 12 10 9 8 - 14 12 10 9 7.5 4.5 - - 44 t2 83 7 S.S 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4•0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 1.5 7,5 6 4 - 14 11 7 5.5 5 3.5 - - 11 8 5S 4.5 15 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 12 8 6.5 45 - - 14 12 &5 7 5.5 4 - 14 AOS 7 55 8 45 - - EXIST.AND t"MINIMUM FOR WALLS WITH NO STUCCO. 11.5 6.5 5.5 4 - - - 14 12 9 7 6 4.5 - - 14 11 7 5.5 4S 3.5 - TO•-O" t4 12 10 9 7.5 - - - 14 12 10 8 8.5 5 - - 14 12 8 8 5 4 - - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 TOS T 5 L5 - - 13 95 I.5 5 4 3 - -3.5 10 75 5 4 3 - - - ANCHORS SHALL BE LANG ENOUGH TO REICH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 75 5.S - - 14 11.5 9 6 5 4 - ^ 25 9.5 6 5 4 4 - NOTES B.1)&8.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIS WITH OR WITHOUT MEFAL STUDS CONSULT THIS ENGINEER 105 0 5 - 14 12 8 65 5$ 4 - - 13 10 6.5 5 4 3 - - FOR INSTALLATION INTO EIFS WITH META.STUDS SEE SHEET 20. 14 12 10 - - - - - 14 12 9 7 6 4.5 - - 1t 10.5 7 5.5 4.5 &.1 11'-0" 2S 9.5 5 - 12 9 6 4.5 4 3 - 9 7 45 35 J - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 10 7 - - - - 14 10.5 7 5.5 4.5 - - - 11.5 85 55 4S 3.75 - - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4,S - - - - - 14 11.5 7,5 6 5 - - - 12 9 6 4.5 + - - 12•-0' 14 t2 10 - - - - 14 12 8 6S 55 - _ - 13 10 65 5 4 EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 11S 65 4.5 - - - - - 11 8 55 4 3.5 - 8 6 4 3 MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 13.519.516 - - - 13 9S 6.5 5 4 - - 0.5 8 5 4 - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 j12 - - N t03 7 5.5 4.5 - - 1, 8.5 5.5 45 JS - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS TIMI MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. - - - 14 115 75 6 5 - 12 9 6 45 4 = _ FACTOR 05 - - - - 10 7.5 5 4 3 - 7.5 65 4 3 ACTUAL TAPCON WITH ADVANCED TAPPER + I23 - - - 12 9 6 4.5 4 - 9.5 7 s 4 - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP- - - 1J es 65 5 - - - - GS 7.5 5 4 - - - 4 gi�LOE Q� DICTANCETHREADFOAM TECHNOLOGY MIN.SPACING - - - - 14 10.5 7 5.5 - - - 11 a5 65 45 - - - - E.D. IAN,SPACING 3• MIN.SPACING-3" MIN,SPACING=3 1/Y MIN.SPACING-3" 3 3/4" 4"14'-0" 10 - - - 9 7 4.5 3S - - - - 7 5 35 3 - - - - 1 HY 13 D W POURED CONCRETE& pgFO CoND+E7£ C7t�E gppE PWRED CQNCRETE& POURED CONCRETE&POURED C✓�tE t7?rt�g�HV WI DO CONCREtE BLOCK KK ED-3 1/2" MR.ED.<21/2 CONCRETE BLOCK CONCRETE BLOCKlay E0."3 1/2'MN ED•21/2115 11 a 5.5 4.5 - - - 9 6.5 4S - - - - - MK EG"3• UN,E3L"3 1 MKED.e3- - 12 9 6 - - - - 95 7 45 - - - - - 3" t.0 8.90 1.0 0.78 1.0 0.84 1.0 t4 - - - - 35 10 85 - - - - - 105 s 5 - - - - BLADE WORKING 2 1/2• 0.81 1.0 - - 0.67 to- 85 6.5 4 - - - - 6.5 5 3 - IN UNISON5 - - - e5 6 4 - - - - 2" - 0.71 - - - 0.51 - - - 115 0.5 5.5 - - - - 9 b5 4-5T- - - - - 1 3/4" - 0.91 - - - 0.43 - 1B'-O" t4 _ - _ _ _ _ _ 125 9.5 6 - - - - TO 7S 5 - - - - - 9 -. - - - - 9 6 4 tS J - - - - 1 1 2' 0.35 0.35 9.5 - - - sa` 7 5 - - - - - s b 4 - -ttt- - FLORIDA BUiCDING CODE(ion High Velocity Nurricone Zone ,TIE �•1L z �+' 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. r�r= ._ BERTHA H /?A�- �C E �' ' A Accordion Shutter System ♦.• " e C,N ■ ■ aI ■ H v esaoE#t w/OR w/o RV.ttitr etAvaE • kv American Shutter Systems 2 4 r� j T1LUT TESTING & ENGINEERING COMPANY REV.No DN9cRlanm! DATE DRAWN er: L.C. '. TV "�•';' 6355 Kw.J6;h SL,Ste.305.VIRGI?.GAROO:S.1LCRIOA 3316 Association, Inc. f OLD 15-085 7/27/1DATE: 07/27/17 � �� Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive x �-n•.,.QRIdR .:'`Ly4y 1F a-ma6:Otc..0-14- West Palm Beoch, FL 33407 3 DRAWING No 7 �'l•.......``` \P+,111 WALTER A1010LU67tIjg OTILUtIBr.P.E. 4 17� 0! ° �'G / t10RIDA Uc.)7 64167 S SHEET P.E. SEA%/ a,bg[ DATE 6 13 OF 20 MAMMUM ANCHOR* SPACING (in�,SCHEOULE FO A GM MAX. SHLER SPAN. A.$D DESIGN NEGATAE PRESSURE RATING AND A GORRESPO*�DING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INffALL QNS (SEE MOUNONCS I,J,IT 6 L ON SHEET 7) POUF CONCRETE POURED CON CaiCR£ZE BudC ANCHORS SPACING L .END W1(IYu4 'W"OVER& 1 TRENCH QRAINGUARD MOUNTING C7K WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING SPANIA TAPCON OR 00 .OEM ME�AtNE SAE PA10O64kso=at nEwME PtESS%J E RATNG S.D.OEM KGATME I'MMIRE KOM 6d&SA DEM NEGM wM TAPCON WITH ADVANCED 3O 40 60 75 90 120 160 205 30 40 60175190 120 160 205 30 44 60 75 90 120 16O 205 30 40160173 90 120 160 los THREAOFORM TECHNOLOGY 14 12 10 9 E 8 6 6 12 12 12 12 12 1.5 84 65 7 7 7 7 7 7 7 5.5 3 3 5 5 5 s 5 ALL POINTS SOUD-SET 3'-0` 11 12 10 9 8 8 8 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 S 5 S 5 OR LESS t4 12 10 9 8 8 6 6 12 12 12 12 OS 8 6 45 12_+7 7 7 7 7 7 6S 3 5 5 S 5 5 5 5 BLUE TAP 14 12 f0 8 a 8 6 6 12 12 12 12 12 10 7S 6 7 7 7 7 7 7 7 7 5 5 5 5 S 5 5 5 TAPPER+ 14 12, 10 9 8 8 8 6 12 12 12 12 T5 85 &5 5 7 7 7 7 7 7 5.5 4 S 5 5 5 5 5 S 4 4'-0` 14 12 /6 B a 0 8 6 12 12 12 12 12 9.5 7 S.$ 7 7 7 7 7 7 7 7 5 S 3 S 5 3 5 5 14 i2 t0 9 a 8 6 8 12 12 12 9.$ 8 a 4S ]5 7 7 7 7 7 7 65 S S S 6 5 5 5 S 5 14 12 ID 9 0 a 6 6 12 12 12 12 10 73 55 4 7 7 7 7 7 7 7 55 5 S 5 5 3 5 5 5 14 12 10 9 B a 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 55 4 3 3 5 5 5 5 S 4 3 t4 12 10 9 8 8 6 8 12 12 12 12 TO 7.5 55 4 7 7 7 7 7 7 7 7 5 5 S S 5 5 5 5 14 12 To 9 13-re 6 6 12 12 95 7.5 8 AS 3S - 7 7 7 7 7 7 5 3S 5 5 3 5 S S S 4 tt t2 10 9 8 8 6 6 72 12 12 9.5 a 6 4.5 - 7 7 7 7 7 7 SS 4 5 S S 5 5 5 5 4 'k SEE ANCHOR 14 12 10 9 B 0 6 8 12 12 15 9 73 55 4 3 7 7 7 7 7 4.5 35 - 5 5 3 5 S 4.5 3.5 - SPECIFICATIONS fi'-0` 14 12 10 8 8 0 6 6 12 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 12 10 9 8 8 6 8 12 12 B 6 5 4 3 - 7 7 7 7 7 5.5 4 5 5 5 5 5 S 4 3 14 12 TO 9 e 8 8 6 12 12 TO 8 &5 5 ,75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 S 5 45 - 14 12 /0 9 0 6 6 6 12 12 10 6 6S 5 35 - 7 7 7 55 5.5 4 - - S 5 S 5 5 4 3 7,-D. 14 12 10 9 6 0 6 6 12 12 12 85 7 S 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 S 5 5 i t4 112 70 9 6 8 6 6 12 10 SS S 45 3 - - 7 7 7 7 &S 5 3 - 3 5 5 5 5 5 3.5 3 14 12 10 9 6 a a 5 12 12 8.5 7 SS 4 - 7 7 7 7 7 s - 5 5 5 s s s 4 - 0 VALID ONLY FOR UP TO +70, -75 14 12 to 9 a a s - 12 12 85 7 j. 4 ] - 7 7 7 5.5 4S 3 - - s 5 5 5 45 35 - - PSF A.S.D DESIGN PRESSURE 8._G, 14 I2 10 9 e a 6 - 12 12 0.5 75 6 45 35 - 7 7 7 7 7 7 7 4 5 s 5 5 5 S 5 5 RATING & FOR SPANS PER 14 12 10 9 6 IT 6 - 12 S 6 4S 4 3 - - 7 7 7 7 $,5 4 - - S 5 5 S 5 4 3 - SCHEDULE #3, SHEET 11 14 12 10 9 a 8 6 - 12 11 75 6 5 .75 - - 7 7 7 7S 8 4.5 - S S 5 5 S 4.5 14 12 10 9 8 a - 12 15 75 6 5 3.5 ^ - 7 7 e.3 5 4 - - 5 S S 5 4 3 i4 12 10 9 8 8 - 12 12 9.5 &5 5.5 < 3 - 7 7 ? 7 T 7 6 3 5 5 S S 5 5 S 5 14 i2 10 05 0 5 4 ].5 - - 7 7 7 6 5 JS - - S 5 5 5 5 4 3 14 12 t0 9 8 8 - 12 10 6.3 5 45 - - 7 7 7 6S 5S - - 5 5 5 S S 4 E12 f0 8 8 D - 12 0.5 7 5.5 4,5 35 - 7 7 S•5 4.5 3.5 - - - S 5 $ 4.5 35 - - - 10'-0` 10 9 9 8 - 12 U &5 6 5 JS - - 7 7 7 7 7 7 4S - 5 5 S S 5 5 5 4.5 10 9 8 8 - 8S T 4S 35 3 - - 7 7 7 55 45 ^ - S S 3 5 4S 3.5 10 e o 8 - 12 9 6 5 4 - - 7 7 7 8 S - - 5 5 5 4.S 5 -10 9 a 8 - 12 9.5 6 5 4 3 7 7 S 4 3 - 5 S S 4 ].5 -10 9 8 a - 12 10 7 SS 4.5 3.5 = - T 7 7 7 7 7 35 ^ 5 5 5 5 5 3 5 4 'A\)t0e a a - - B5 &S , 3S 3 - - 7 7 6 5 4 - - 5 5 5 5 4 J - H ♦ BLADE V1 \LY 10 9 8 8 - - ii 8 5.5 4 - 7 7 7 5.3 4.5 - - 5 b 5 S 4.5 -["'..0-0 9 8 IS&5 SS 45 &S - 7 7 45 3S - - - - S S 4.5 J.5 J - 12'-0` 9 a - - 12 9.5 65 5 4 3 - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 45 35 14 12 9 8 a 8 4 3 - 7 7 &5 45 35 - - 5 5 5 4.5 4 J - 14 12 9 a - t0 75 5 4 - - 7 T 6 5 - - 5 5 5 S 4 - 14 12 9 6 - - - OS 0 5 4 3.5 - - 7 63 4.5 35 - - - - 5 - 13'-0't4 12 9 B - - 1S&5 5 4.5 3.5 3 - 7 7 7 7 7 4.5 - 5 5 5 S 5 5 1.5 3.5 74 12. 9 8 7 5S 35 3 - - 7 1 5 4 7 - - - 5 5 5 4 3 - - - 14 12 9 e 9 7 4.513.75 - - 7 7 55 45 - - - S S 5 4,5 4 - - 14 12 9 t0 7.5 5 4 3 - 7 6 4 3 - - - 5 5 4 3 - 14'-0" 14 12 9 - - - OS 5 5.5 4 3.5 1- 7 1 7 7 7 7 1 4 5 5 5 S S 5 4 3 14 12 10 9 - - - &5 5 3 - - - - - 7 7 5 3.5 - - - - 5 5 5 4 _ _ 14 12 10 9 - 8.5 6.5 4 7 7 5 4 - - - - S 5 S 4 - - - 14 12 10 - - - 9 7 45 35 J 7 SS 3,S - - - - - 5 S 3S ] =,- - - 14 12 10 - 5 3-5 3 - 7 &S 3,5 - 5 5 14 - 14 t2 10 - - - - 10 T.S 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 14 12 10 - _ - 6 UG 3 - _ _ - = 7 7 44 3 = _ _ = 5 5 1.3 ].S - - - 14 12 10 - 8 6 4 T 7 5 5 S 5 4 14 12 10 - 85 6S 4 J.5 - 7 55 3S - 5 5 3.5 16'-O'RM 12 f0 - 95 7 4.5 3.3 3 7 7 7 7 6 J S 5 S 5 5 4.5 35 14 12 f0 - - - - 8 4.5 J - - - - 7 6.5 4 - - - - - S 5 4 3.S - - - 14 12 10 - - - - - 7.5 5.5 .75 - - - - - 7 'Y/ - - - 5 5 45 - - - - - FLORIDA BUILDING CODE{Non Nigh Velocity Hurricane Zone' 14111_�Q�. -�f,,= 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY,INC. ��ki LtCENs�•, ��, BERTHA HVTM bAccordion Shutter System 9 j [I-ILTE-C O !N C. AN S■S■A■ ({y, BLADE#1 W/OR W10 H.Y.NiNDt7W BLADE *, .! American Shutter Systems qrv.No DESCRIPTION DATE DRAWN BY. LC. TILUT TESTING & ENGINEERING COMPANY Association, Inc. 7 OLD 15-065 7127J1DAT- 07j27/17 : +,• Y1 8343 NW.36th.St,St¢365,NRGINIA GARDENG FtGR10A 3]i 1e 4268 Westroods Drive 2 DRAWING No Phone:(305)871-1530.Fox:(]05)871-1531 i 1p/.T,, ,-man:tatecocootcam West Palm Beach, FL 33407 3 'f NA E� I'`1 WALTER A TLLUT19r.P.E. 4 17-107 rLop 6<4s7 5 SHEET P.E. SrA[*j33tCNAf'URE/DATE 6 14 OF 20 MAXIMUM &S.D. DESIGN PRESSURE RATING (D-s.f.) AND CORRESPONDING MAXIMUM ANCHOR S QUILE FOR A GIVEN MAX. SHUTTER SPAN. NEGATWE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING WINST111INgG TYPE, (SEE MOUNTINGS ON SHEETS 16& 17). !Z-3 L-_JE=3 -T- F� 4-,,-r- F=- SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2- MIN. COX 2 W MIN.G=0.55. FIR NORTH Fl T W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD DA _0.%R W/ R. G.0 '11,NS 00=0.36' H MAXIM DOUGLAS FIR W/ MIN. G=0.50 . �G W/ MI 43 W/ SPAN(it) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS W & X W & X W & X P & 0 S &V S &V S&V LM ow Vni Mw PA-A 04 LU Oaf WAGE Hmx M g La Mat=a KWR wX M km=MO.td"Maum M B=ww'fpMMwwMLm8371 howpimMm E61G(4 IMD.Domm ime'. Fg%(A f.M coma NMI w 70d1=WIN WM.E RUM pw w AM MIX OW4 FIRM M w --Ia - T- ]�.5 20-40 a 75 90 1105 3014016 75' 90 05 30 40 1 LO 75 90 105 30 140 160 75 190 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 4O Sal-li so 05 TOT r-o'OR LE55 12 1 �Lo 6 6 112 110 110 9 4'-0' 12 10 10 9 8 6 6 a 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 f1O 10 9 8 8 6 6 6 6 6 6 6 5 4 4 14 3 112 112 12 12 112 12 12112 12 12 12 12 12 12 12 12 12 12 1 10 -F 5 8 7 5 8 6 6 12 12 t2 51-ol 2 LO 9 8 6 6 6 6 5�5 12 10 10 9 8 8 6 6 6 7 12 10 10 9 6 5- 6 5 4 4 4 3 12112 12 12 12 12 12112 12 12 12 12 12 112 Ia. 61-0 1 M 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6-6-6 �.-S -TT-5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 15 - 12 112 12 12 12 12-12 12 12 12 12 12 12 12 12 12 10 B.5 6 12 'a '0 10 7'-0' 12[ 10 9 6.5 4 6 6 6 L5 .5 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10[7 3.5 - 6 6 6 1.5 6 5 4 4 12 12 12 12 12 12 12 12 12 12 12 10.!12 12 12 10. . 7.5 12 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 &S - 6 1 5 �TK5 9 4 - 6 6 5 4.5 3.5 3 6 5 4 - 12 12 12 12 1 1 9.5 12 12 11.5 9 12 a-12 12 L2_L2_12 12 12 1 7.5 6.5 12 10 10 5 .3.5 - 6 6 5-5 4.5 IS 3 12 10 9 14 6 6 1 6 5 3.5- 12 12 12 12 12 O. 12 12 12 11.5 9�5&5 12. 12 10 8 6 5 4j54S 12 10 4 3 - 6 6 4.5 4 3 3 �5 b�s 12 2' 10 7.5 4 - - 6 6 5 4 3 12 10 61 3 1- 6 6 3 12 10 3 - 1- 16 6 4 13.5 3 1- 6 5 - - 12,12 12 12 1,5 9.5 12 12 12 IO.E 8.5 7.5 12 12 9 7 6 5 11'-0: - - - 12 10 6 55 4 - - - - - 12 12 2 10 5. - 6 5 12 12 10 8.5 12 12 12 9�5 8 7 12 t2 8 6.5 5.5 4Z 112 11 6 6 4.5 L2 4,5 6 5 3.5 - - a' 12 2.5 - 1 a2--o- 12 10 4.51- - - 6 8 4 'F 6 5 3.5 10 E 6 5 12 12.12 8 12 12.11 0.5 7 6 2 3.5- - - .12 - - - - 12 11.5 7.5 6 5 4 10 - - _ _ E-Z 2 12 12 0. ELS 12 12 10.8 .6.5 12 .10.5 7 �514.5 12i ib 6 1-1- 12 _ 6 4-5 7.5 6 144 -1- 1- - 1 T5 4 i - '2 12 10. 85 6.5 L 12 - �.5 4.5 7 - - - - .5 T5 6 3 -1- 12 12 12 9.5 8 6 12 12 19.517-516 . 12 9.5=%5 2 10 12 7 - 4 _a 12 - - -T 6 1- - 12 12 11 19 17�5 5 12 1218.517 16 4 12 9 15'-o' 12 - 12 18 16.5 15 3 11. 16'-w -2 12 - - 5 - -I- I- 1- 15 6 - - 1 2 8.5 5,5 4.5 3.5 HV BLADE ORIn HV BLADE.. W./ HV WINDOW BLADE WORKING IN UNISON* 41 SEE IIg-S�F USE FOR RUDE' LN + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS.- 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: _SOUTHERN PINE No'2 W/G-0.55(N.D.S) - 1/4-0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W1 0-0.50(N.D.S.) EACH sVCnoN ONSHEETS 16&17. -SPRUCE PIKE FIR NORTH W/C.0.43(N.M&) EXCEPTION-SEE NOTE 2 BELOW. --SPRUCEW /2-PINE FIR SOUTH W/(1986 APA)G-0.36(N.D.S.) N.1COX PLYWOOD 2.ANCHORS TO HOLLOW CEIUn SHALL.BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF LAD SCREWS AS PER NDS 2015 SPECIFICATIONS. 4,ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS Of THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone: $11- VNVI 02017 TILTECO,INC. II/q, ........ @2017 EASTERN METAL SUPPLY, INC, ... BERTHA HVTM Accordion Shutter System KV.aAX#1 ill/OR W/O H.V.W=N MADE 4 L EC o A.S.S.A. American Shutter Systems REV.N. DESCRIPTION DATE LC, TILLIT TESTING ge ENGINEERING COMPANY DRAWN BY'. dz- 7ssociation, Inc. I OLD 15-085 DATE 07 27/17 6355 I.W.3ft.St.,St.30S.WGM rAMM,FLORIDAFORMA 3316C Phone (305)871-1630.Fox:(305)871-1531 4268 Westroads Drive 2 --DRAWING No OAFAL ............ 10�A.tw 4.m West Palm Beach, FL 33407 3 17-107 ' .1P.E. 4 WALTER TOUR J P.E. Sb"16NATORE/DATE FLORIDA U..1 4167 6 5 SHIEF OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & a Hill BLADES AS APPLICABLE MAX, SHUTTER SPAN L+ OR L- FOR INSTA'LATIONS- INTO WOOD WITH HV :Bj=DONLY SHALL -WALL FINISH BE LIMITED TO 105.0 120, A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & 1/4-0 TAPCON OR A.S.D, DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE Cj)& WORKING IN UNISON I TAPCON V4TH ADVANCED 1/4-0 TAPCON OR THREADFORM I TECHNOLOGY TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/1 1/2*Min.PENETRATION OF THREADED AREA TO W/ 1 1/2' in. PENETRATION OF THREADED AREA TO EXISTING TAPCON I�H ADVANCED(-R THREADFORM TECHNOLOGY W/1 1/ 0" '2 M PEN: D,TH EADED�R.T EXISTING � n.Woo HEADER. I M SEPARATION XIS71UG WOOD HEADER. WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE �si (SEE SCHEDULE On SHE-ET 15) 1/4'0-200/4' MACHINE SCHEDULE ON SHEET ; S.S. To MASS(SEE R a 12'O.C. Z ON SHEET 19 FOR SCREWS W/ 1/4--20 NUTS 11 FOR MADE(DAIC I'Min. EXISTI14C I BLADES 0& OR 0! 1 9 GLASS-4 ALL ORT N F FlNISH I I If PTIONAL F SH L IN. IN OR EXISTING MIN.EXISTING IN. 1 -@OR& 1�.4 111.11. til HEADER REQUIRED 9-0-WOOD HEADER REQUIRED 1/4'0 TAPCON OR TAPCON WITH ADVANCED i'r EXISTING 0 FORM TECHNOLOGY W,/ I EI/T20 VA SEPARKRON _'XREPA101 GLASS---I PENETRATION OF THREADED AREA TO GLASS(SEE MtN SEPARATION TO GLASS EXISTING WOOD HEADER. FOR B"%4i)EETV_ (SEE SCHEDULE ON SHEET 11 (SCE 1_5011 ON SCHEDULED SHEET 15) ON SHEET 19 FOR 2.4'CONT. LL I EXISTING (S &ADEs a)& PLATE Ri gHV WALL HEADER INSTALLATION SHV WALL HEADER INSTALLATION L WAL SILL INSTA Jill ION I EXISTING MIN. SEPARATION TO CLASS MIN (SEE SCHEDULE ON SHEET tlyT--- �—(SEE'SEPARATION TO CLASS SCHEDULE ON SHEET 11 EXISTING 2'X4 MIN.SEPARATION TO GLASS EXI- ONT WOOD CONT. (SEE SCHEDULE EEr I I) 1/4'0-20x3/14'S.S. REQ*E). 1/4"0-20x3/4"B.S. MACHINE SCREVS I 71 1 USING 1/4-�20 NUTS ON SH 17 P[ lr MACHINE SCREWS W/. 0 12'D.C. Z" 1/4*-20 NUTS 0 12 WALL —)ull -@OR I OR@ FINISH D.C. . 'A j 7_ I! jOR 2'.4'CO WOOD P -7 R 1/4-0 TAPCON OR TAPCON WITH ADVANCED REQ'D. Min. 4-LI.-, f OR THREADFORM TECHNOLOGY%V/ 1 1/2- T Mi..PENETRATION OF THREADED AREA TO L CONT. C 1/4-0 TAPCON OR TAPCON WITH ADVANCED -0 TAPCON OR SILL PLATE WOOD HEADER. C 1/4 1 1 ('2"SCHEDULE ON SHEET 15) THREADFORM TECHNOLOGY W/ IIV Min, PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL (SEE SCHEDULE ON SHEET 15) C THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. I WALL FINISH EXISTING V11 1/2-Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE STUDS a 16, MAIL PLYWOOD REO?�� THREADED AREA INTO PLYWOOD COMBINED L1/2"MBL COX PLYWOOD REITD. WALL FINISH IN ANY WAY TO Ri PLW,'OGD TO BE (SEE SCHEDULE ON SHEET 15) SUIT AM INSTALLATION. HV WALL Sill INSTALLATION -IOUS TING MIN' 27.4"STUDS 0 16'O.C.MAX.REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH (E)HE&C SILL OF THE F.B.C. SECTION 2308 CIF THE -ALL SILL INSTALLATION ♦SEE IONS F11%0 EUT OF 'g 0 1 L INSTALLATION F.8,C, @ HV W BIAD ON SHE FLORIDA BUILDINGCODE(Hon High Velocity Hurricane Zone 11 , ''01 02017 TILTECO.INC. (02017 EASTERN METAL SUPPLY,INC. BERTHA HVZ Accordion Shutter System 7 c_om.- A.S.&A ME E KV. RXE#1 W/OR W/O Kv.WINDOW MAE a TILLIT TESTING & ENGINEERING COMPANY American Shutter Sysilems REV.No DESCRIPTION DATE DRAW14&Y. LC. Association, Inc. I OLD 15-085 DATE: 07/27/17 355 N.W.35th.SL.SA..30 VIAGINK CARD94.FLORW-.3 16 Em Phone 5' 3'6 4268 Westroods Drive 2 hone (305)871-1530,Fax:(305)S71-1531 West Palm Beach, FL 33407 3 —DRAWING No 17-107 ORIDN " ...... WALTEE -00067H) A TILUT J P.E. 4 RIDA'Lic.A'4167 S P. DATE SHEET 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & M HV+ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BWE()ONLY WALL FINISH SHALL BE UMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE BATING, SEE SH ET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION —'ON WITH BLADE (l) JA) WORKING IN UNISON 2'MIN.— EXISTING --T 1/4'0 TAPCON OR 4%8"(Min.) TAPCON WITH ADVANCED THREADFORM TEC EDGE (IF APPLICABLE) TECHNOLOGY REQUIRED. WOOD BEAM STRUCTURAL ADEQUACY- W/U/2*Min.PENETRATION 1/4*0-20.3/4-S.S, OF MED AREA TO PHILLIPS TRUSS HEAD EXISTING WOOD BEAM EXISTING WOOD HEADER. MACHINE SCREW,S To BE CERTIFIED BY EXI WOOD Y/ I _ REGISTERED ENGINEER OR ED- ED (SEE SCHEDULE ON SHEET 15) -20 NUTS ARCHITECT PRIOR TO sses on O.C. % 1/2 a 24" SHUTTER INSTALLATION. 1/2 C.REQUIRED 7f� oR V5 1/4-0 TAPCON OR TAPCON WITH ADVANCED EXISTING SOFFIT THREADFORM TECHNOLOGY .257 IL- 1-J-1/4'I...THK. ✓ Mo. W1 1 1/2'Min,PENETRATION ED E lfr n J140/4' ALUM.TUBE OF THREADED AREA TO S.M.S. (6063-TG ALLOY) W/ \�GPTIONAL EXISTING WOOD HEADER. 7/ , I--. / 1 11 // a 6,O.C. 3)5/6-0 LAG SCREWS TO (SEE SCHEDULE ON SHEET 15) or or @ EACH IRAFtER OR TRUSS. r@or@ D, LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD EXISTING LAIN 2*x4` MEMBER. (2'Min. NOMINAL HEADER REQ'O WIDTH)W/2'Mi.. EXISTING-tel IG11 I I A� OPEN HOLE,ACCEPT A' MIN.SEPARATION TO GLASS STUD To EPPENETRATION OF THREADED 'L--(SEE SCHEDULE ON SHEET I I)— EXISTING 5/16*0 LAG SCREW AREA.VAUD FOR GLASS AT CENTER OF TUBE. INSTALLATIONS WITH 72psl I MAX.A.S.D.DESIGN LOAD ANO To DUSTIN W-O"MAX SPAN.THIS OINSTALATIO IS ONLY VALID IJV WALL HEADER INSTALLATION SCHEDlE ON CUSS— To (SEF 90MAND SOHErus:w FOR WOOD NI/MIN.SPECIFIC 11 FOR BUM OR 11 lot BAM"Ea 04 SHEET is _(D GRAVITY OF 0.50 AS DOUGLAS DAMS B)81 FIR OR SOUTHERN PINE No.I SAM 0)&19 m SHO" Is OR OR EQUAL. I-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEM®.Y 2-OW ING SECTIONS CAN 8E COMBINEDI OT HY CEILING INSTALLATION IN ANY WAY TO SUIT ANY INSTALLATION. (U)IJV CEILING INSTA LATION MIN. MIN.SEPARATION TO CLASS _jSa AF OIT SHEET SEPARATION (SEE SCHEDULE ON SHEET Il)— DUSTING I ON SW 19(bAw TO GLASS GLASS\ , (SEE SCHEDULE ElIgMt ION SHEET It) it I ALTERNATE I R 1 @1 ANCH WALL LOCATION EXISTING flNtSHt Lo3 U #iOX3/4'HEXGLASS 2'x6-MIN.WOOD /4WASHER HEAD TeK DECK REQUIRED SCREWS 0 12* (NO FINISH 1 ' 7 3 DECK REQUIRED (NO ALLOWED) L.R 2.6'MIN.WOOD FINISH ALLOWED) 9) OTI,qlm I _l- -MGE 19 EDGE OF DECK OF EDGE Of DECK 11 E IF APPUCABLE E:O.' DECK IF IF APPLICABLE APPLICABLE I/,-T ?0 Al 4. TAPCON OR PHILLIPS TRUSS HEAD & J. T C N WITH ADVANCED MACHINE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCED 2'.4-CONT. THREADFORM TECHNOLOGY w/ 1/4--20 NUTS1/4-0 TAPCON OR TAPCON WITH ADVAN ED THREADFORM MUN— THREADFORM TECHNOLOGY W/ 1 1/2"Min 2'MIN. SILL PLATE W/ 1 1/2'Min.PENETRATION 0 12"D.C. PENETRATION OF THR:4.IED TECHNOLOGY W/ 1 1/2*Win.PENETRATION OF THREADED OF THREADED AREA TO AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) AREA TO EXISTING WOO:)HEADER.(SEE EXISTING WOOD HEADER. SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦ uurr of OSE MR (�)HV WALK—OYER INSTALLATION HV WALL SILL INSTALLATION SEE OW ,HV FLOOR INSTALLATION FLORIDA BUILDfNG CODE Non High Velocity Hurricane Zone ....... 02017 TILTECO.INC. (9)2017 EASTERN METAL SUPPLY.INC. v--- BERTHA NVTM Accordion Shutter System L E i , �co,7c A.S.S.A. KV. RAM#1 W1 OR W/O KV.WINDOW MADE _ American Shutter Systems 1EV.N. DESCRIPTION DATE DRAWN BY.- LC. TILUT TESTING & ENGINEERING COMPANY 3316f CARDDiS.FUDRIDA -085 2IL2� GATE: 07/27/17 74_,,rC 6335 N.W.36th.St.St..305,VIRONIA Association, Inc. I OLD 15 IV Phone:(305)871-1330.Fax;(305)871-1531 4268 Westroods Drive 2 DRAWING No .—moll:tilt.00W-t— West Polm Beach. FL 33407 - -1 ANAL V0.0" 7-107 WALTIEREO0006719 TILUT Jr.JP.E. 4 FLORIDA U.#44167 5 SHEET P.E. SEQ§l'G'N'A*'T'U"R'E/DATE a 17 OF 20 END INSTALLATIONS 1 HV BLADE ORty 1 WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2•.4'IDN,NOGG STUDS REOTI. 2.1•M.%000 N1706 STUi 5. \' `\ q ^• \V Is•�ISPEOR ' 1 , F . STUDS REWD. !, r a (AS KPUC•B o \ / ANCnOA O S"OC X�i / NDCD STUDS. xx� J �K TO t/2'F E%ISGRG GLASS STUDS My.� E705maC CLASS' WSTING CLASS I / CLASS ( ! t, To aA`5(9E :/]'PLY*O D T9?DHDI.E4E ON 9�[LT - wa S?4(SEE e®v.SP/fJSION SDCDat of 32'T m CLASS(SIE 1/2'mrL,CD— to am(gE 11 fOR B/DE MAN) 1/16'x3' WUL it fut B(AOE mM0 a ••- SOE3AAE W 3f£f fUR4�. SOfOtAE CN SffET Efi is rola ( {E&83-TO)tOiR. � 1/2•tmt Cox CN 9EEt TO PoR it FOR BASS MANI 1/Y it riR aA7E mAM ALLW.GLoSEA PLY&=, BlDLSaaa�i}ji W 6FET 18 Fut da R EX X ) ! f�8� i/]'BIN. FLATS(I.OGTE 1/2 FlUISN r I 9AMSM r BIC60)aQ j AT&ERN wn j Lam'•. CFE) .USE 1'OR]'WM. '- /b 11/2S.U.S.1/0OcN10.ad.zC'Sus.o _ _ _�../ {AS +,2•tRaI} p•A'�i• ••�•� (eo0t1 i to Ntm'I/.r am12fGNa ` /� � 1 _ (a Iron/z•sus.roa �' Ole I VNLL"•'ice L�{tTC A,m I 1 OR l�• �� SEE DEfA1L]FO Qj OR Qhs 01001 sDe°C F) E OR®� / SM'CONNECOON t f SEE DML x rO@ �OR .N• $ _ TO TRACKS i •C4•©'O-C)•i?t 1 SIDE CONNECODN 1jj Ci.©0-8 1 •�- SEE DETAIL x roR q {� SDE Canrcrnon y(w,tr3-C7•LOa^•O^�.t?L•7�w +�w�•'�wS�7.h3w To TRAO(5 �w(8•('j-8 ,•mow '81:�•�- TO TRitf45 l'ti•'i�- •t-s-©'V• ©,�,�w�,p,�w fa�w®•,p.v.®- N®�°•O.U,w�•O•Qy- ©•O•t�i-rJ•O•fa• Q�•fg•�.�-�•4�iw ©-O•�i•O.O'�• �•�,�,ors-�'€�i7- 2�•t.�•t3•�•6?•£i- -� - END CONNECTION DETAIj,® END CONNE;TION DETAIL END CONNE{;TION DETAtI i END CONNECTION DETAIL(8� V EAtSTING w F'EOi>F'iF0 O!T FOR SPANS GREATER T10la i]•-0' ( 2•.4*MX�DQDSVGS REOTa 1 4"F TArCW ANGwdLi 1 i 7 t i/2•um. a/L'.L12 a//Y SaAS.AG.�E%ISRNG GLASS-- FEWRfADON O a]'Q.C. PENETR 'tiPNgt 4 To a!s ESM ♦ SEE UI ATIONS OF USE FOR L/z'anx. IF q 4 BLADE�ON SHEET 19 ro aA4(SEION sw /�11 FORM"0.10j al ssEt fs rut ,Jz ''J.. _4- CR CR i OP.�� (�OR8qr6A, 4>1(0CR/'�,nNSn 2'.L•Imt%VW WALL 2wg.pa.a.g�wiv�3' tLGRORtO4�j VIEW Y 51U05 REO'0. F,I11 `q•�+'why.�wfUi.{5- PLAN 'II'•Ca-�•fawU•t�iw d�'�4w(D•'�"pe'Ty' O IQ-L�ewe§ O D•�i• 1 DETAIL X END CONNECTION DETAIL Q1 END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ......... �), 62017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY.INC. ' : ��--- � A■�■�■A■ B 'F.RTHA HVTM 1lL, ET NC. Accordion Shutter System H.V. BIADE#1 W/OR W/O kV,t NDON BLADE American Shutter Systems N"'� t *' TILUT TESTING & ENGINEERING COMPANY X REV.N DESCRIPTION DATE DRAWN BY: L.c. AO•'., �+" 6355 nw.ICU,SL,Ste.305.NRG011A MOM,FLWDA 3316 Association, Inc. 1 OLD 15-085 7/17/1 GATE: 17 07/27/ Ph...:(305)871-1530.Far:(305)871-1531 4268 Westroods oAve 2 seg''..,, 1 ,•..•' (4 a--.1(8(eVU-0-1-- West Palm Beach, FL 33407 3 DRAWING No 1/�7 EB-0006719 7—!V V WALTER A TILlfE Jr.P.E 4 nORIDA Ue.b 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE B I8 OF 20 µA�� tpA ,TGENERAL LIM(iATfONS AND CONDITIONS OF USE FOR FIERTHA INISOM WITH HV WIN' A G J Y Y Y �1 1.MAX.A.S.D.DESIGN PRESSURE RATING;+110,- 110 P.S.F. 2.MAX.SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A.D,G&H ON SHEETS 6,7;AS WELL AS a MOUNTINGS M.0,T.U&W ON SHEETS 16&177... .2� N ONLY CENTERMATES Zl Q(BOTH W/lE�NCRtAYQUT N CASE OPPOSING D WTH 44 OR 55) SYMfIE1R(CAL OS1 �°• °R a OR OWI YOUT, 5 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF t 6 a 2�0.. JJJ OENTERMA E. TYP.EA.END • • • • • • / a ,a ra` a (5 (A)HV WINDOW BLADE 1@ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS / (3'°HOLES)FOR©4 PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B)MIN.CLEARANCE FROMTOP OR BOTTOM EDGE OF HV WINDOW BLADE 1Q MAX.5 WINDOWS a ♦ ♦ ♦ ♦ ° OF ANY 3-0 HOLE FOR 4 SHALL BE 12'. ALLOWED AT MV rn WINDOW BLADE r (C)FIRST OR LW SLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 16 1 + (0)W WINDOW BLADE V.T MUST BE USED ALTERNATE 70 A SaUD HV BLAi}E� y � a THROUGHOUT SHUTTER'S WIDTH. (E)CE TES SHAD.ALWAYS BE INSTALLED ADJACENT TO A SOLID W a • • • • ♦ ^g�g r a r BLADE 1 AT M.SIDE OF THEN. �3 3A TW SEE END S +a ar as• (THE POLYCARSONATE THE OPEENNIINGN®C PRO BTECTED.KV WDIINDOW 4,(7 MASS RACE CONNECTION r+ • • • ♦ • ONLY/NSTAL ED AND LOCKED USING A W SETTING TOOL PROVIDED BY ASSA DUALS ON SHEETS tlIT INC. 10& 16 TYP. yySR FULL HEIGHT. S.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES p p 4 1 &2 ABOVE). 7.SEE ANCHOR a t� fi'V EEII _¶ONS i1TO POURED CONCRETE OR CONCRETE SCHEDULE N WALL ONSHEETS2& 3 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2,ABOVE). H.MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1996: �(TYP TOP&BOTTOMOUIREFAENTS) W i oR4�0R( ..,, D H WIND ZONE MINIMUM SEPARATION TO CLASS NUMITED WWD 1 THRU 3 }' �L�VATION MIN SEPALIIWN TD MASS �... EXISTING GLASS SEE SCHEDULE W SM-4�T 11 FOR EIALEQ 4 6.25' _ ——— AD ON T}US SFffET FLYi EWI.DLS©&{E ---5--- ---------- --------�;rte----2-�-\------- --------------- 1W OR TV It ABOW �` ,G��,,•,TN IA�I T`I'C, SYMMETRICAL CENTERMATES 21 \� —f/ /f [u'""1, 2' W/2�OR&AND W/o`5t✓y,(SE NOTE 4 ABOVE) PLAN) ` 4 5 TYPICAL ( HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE CtA SHUTTER* �"------"� pFFI'F'FW♦A �-"'•._ FLORIDA BUILDING CODE(Nary High Velocity Hurricane Zone 1�L "• 't. Q2017 TILTECQ.INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA H TM Accordion m Y oRwT t co mc. A.S.S.A .O Q TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.H DESCRIPTION DATE DRAWN BY: L.C. L4 Assoclaftn, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 �i'•, cy 6335 N.W.36th,St.St..305,MRGOIA GARDENS•FLOWDA 3318 4268 Westroads Drive 2 1 Ph°nI,:(305)971-1530.F°a:(305)571-1531 DRAWING No e-mom:rtmc°O.W.C. West Palm Beach, FL 33407 3 EB-0005719 17-107 WALTER A TI Wt Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA U--9 a4167 6 SH19 of 20 � J— 'x 1 1 2'x 0.035"THICK Win- YARi£S I 2.000"MOX. INSTALLATIONS W�� HV BLADE & HV CENTERMATES 1 -� r- �, nj aE 4D 2 M°"` INTO METAL STUD WALLS * 083" L— METAL STUDS AF 16"oc. W 436 y m 6 O.C. 4D d1 m•a0 W B - - tt2" 475' 38 * S 1/4"oNOMI AL -� �- ALUMINUM SLEEVE o —� FOR BERTHA 1, HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY 1 3/4-:6 1/4'x 0.035'THICK M'x1..I 43c 43a t t2 ��. SYSjEM INSTALLATION TO._META� STUD_.WALLS CONI.-GALY.STEEL TRACK CHANNEL 10 6-O.C. a 6'D.C.^- ASTM A-653 GRADE 40 Mm.G-60 1 SEPARATION TO GLASS SCHEDULE 0 3.000" GALVANIZED FASTENED TO STUDS. I i i T�'f T MOX- i/(2)06,+1/2'TEX SCREWS ON 1 EXJsnNG FINISH 3g 1. MAX. A.S-D. DESIGN PRESSURE RATING: +75, - 75 (pst) INTETBOR A<EXTERIOR FACE ' AS APPLICABLE I T N 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM MIN.SEPARATION ASTM E-1996 SEPARATION 43c LENGTH + 1' ExlsnNc cl.rss—+ 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS TO CLASS 43 43 1 f 4"Of-20X3" BOLT —(SET sCHEOttIE} H 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" (TYP-) MUST PENETRATE 3G T" I i W(TH 21 ARRANGED A METRICAL LAYOUT. + u USE OF (2) 35 (6° LONG, MINIMUM) MUST ALWAYS BE 4 4" t 3/4':6 1/4`x oD3s'THICK Min. EXISTING RN 5H ' t INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 250' 1.373"-I 050" CONT.MV.STEEL TRACK CHANNEL I AS APPLICABLE ,+ I CENTERMATE. I- ASIM A-653 GRADE 40 Min.G-60 I GALVANIZED FASTENED TD STUDS W/(2)06x1/2'TEX SCREWS oN ; d3c 430T--- 1NTERICR&EXTERIOR FACE + 1e 6"D.C. m 6'o.c. N 1/4"0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43C 1•l`4"01 ELGO CONSTRUCnQN ^ ` :_ tJz" 12 38 CENTERMATE 21 APPLICATION WITH BLADE PRODUCTS FAB-LOK $D M THICK IML".ASTA-653 GRADE 0 W <...2-)Max;...; 6' O.C. COMPONENTS Min. STEEL I. �::-"••-i MS WALL HEADERZSILL INSTALLATION METALL STUDS STUDSS AT A7 16'O.C. in. EXISTING FINISH AS APPLICABLE SCALE: 3f$"= i" (TYP.TOP&BOTTOM) Vh ._ .___� _. _.. —__,_ T 3/4'z 6 T j4"x 0.035-THICK Min. E%ISTING CLASS - _ - 3 ° _ - - _ _ :..••.+ ;.....,.':='-.'.^+..'.:','*""'".._.Y.. ... ..:,. ...+�•-�--r-�r-ra... ^ A5�7ENEED TO BTUD5604 __..__ SYMMETRYCAL ' SYMMETRYCAL 6x1/2'7EK SCREWS ON i ..:::. ... I + + i + t 43a 43b 43c, I LAIN.SEPARATION VARIES , INTERIOR&EXTERIOR FACE "" ' ' -` -CENTERMATES WI:' I '~..` . ° `' i ;CENTERMATES W/' I I`.` TO GLASS 2• I I I•:;° �•i i f•'.- .<i '•` '' (SEE SCHEDULE) MOX. I + A :,;EXTERIOR ACCESS SIDE: ;,;:.INTERIOR ACCESS SIDE='. 6'(IYP-) IN 3 (6"Min.) 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BLADE HT1 W/OR W/O H.V.IMMON RADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems qcv,N DESCRIPTION DATE DRAWN 6n L.C. 6369 N.W.36th,St.,Ste.305.NRGINU CMOFN9,FmR4A ane QTAAssociation, Inc. 1 qLD 15-085 7/27Jf DAX- 07/27/77 TI:-irlp— 'e,� Phone:(305)871-1530.FOx:(305)871-1531 4268 Westroods Drive 2 DRAWING No nRtdp e- 1:Wtkx°0°L", West Palm Beach, FL 33407 3 1 7" O� t EB-0006719 S ,s �.�.411 WALTER A.nlu7 3r.p.PF_ 4 ER tJA Ej ATE FLORIDA .0 44167 s SH P.E. SEET 6 20 OF 20