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HomeMy WebLinkAboutProduct Approval (2) _'Florida Building Code Online Page 1 of 2 #T i i.- 3Yi 3 :-+�-".' -f�__.A�x g `A^'�^•,_l���� R 7-c1T��'! ".i 1� M.4ei ��� - - y..�acR', ;f`t�1 f'��,.y... �t,.'SfK, �Y'. �+�.'d �' .r^.lp�t _x:19 � .L p• -�ai �Sji!t' l�-.-y-..n . ,7. Florida Department' SCIS Home I Log In User Registration Hot Topic Submit Surcharge Stats&Facts ,l Publications FBC Staff 'BCIS Site Map Links I search Businesq&,) Profess i nta I ���^�USER uct Publics User Approval Regulation Product ADoroyal Menu>Product or ADDlication Search>Application List>Application Detail ft„da r 't-'io.li } �' FL# FL12246-R3 Application Type Revision Code Version 2014 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 lei 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 12/31/2016 Validated By John Henry Kampmann Jr. LJ Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R3 COI EXPERT SHUTTER SERVICES. INC. NAUTILUS ROLLING SHUTTER SYSTEM C.I. DRWG. 15-071 odf Referenced Standard and Year(of Standard) Standard Year SECTION 1609.1.2 ASTM E-1996,E-1886 2005 SECTION 1626 TAS 202 1994 SECTION 1715.5.3 ASTM E-330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect httr)s:Hfloridabuildina.org/nr/nr ann dtl_asnx9n2ram=wCTF.VXOwtnnv7.RNT.e5n4nvii i tc 1 nn 15 • 'Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/08/2015 Date Validated 06/23/2015 Date Pending FBC Approval 06/28/2015 Date Approved 08/18/2015 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 R3 II EXPERT SHUTTER SERVICES, Approved for use outside HVHZ:Yes INC. NAUTILUS ROLLING SHUTTER SYSTEM DRWG. IS- Impact Resistant:Yes 071.pdf Design Pressure: +160/-160 Verified By:Walter A.Tillit PE-44167 Other:State Missile Level"D"wind zones 1,2,3 and 4 Created by Independent Third Party:Yes (basic protection only).Pressure rating: +30,-30 p.s.f. at Evaluation Reports 20'-0"span and+160,-160 p.s.f.at 8'-0"span with 1/2" FL12246 R3 AE EXPERT SHUTTER SERVICES, slip.See sheets 15, 16 and 20 for additional pressures and INC. NAUTILUS ROLLING SHUTTER SYSTEM P.E.R. DRWG. spans. 15-071.pdf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.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 mail.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: Kh—c ®J. lhttnSJ/fl ori dahuiIdin or-ora/m/nr ann dtl.asnx?naram=wGEVXOwtDavzRNLe5a4OV1iltC... 10/1/2015 GENERAL NOTES: 8.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1. NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)) HAS BEEN 9•ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th 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-DADE /BROWARD COUNTIES). -1/4"023/4"$OLID-SET MANUFACTURED BY ALL POINT, INC. -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 BUILDEX, INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FSC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 26. EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR EMBEDMENT SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING 0 1007 EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18 & 20 THRU 26. 3/8.00 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-SET 3" 3' 7/8'(3000 psi) NOT ALLOWED A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NZ USED IN THEIR ANALYSIS. FASTENERS 3/8"0 KWIK BOLT TZ 9" 4' 2 1/2'(3000 psi) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2012. 5/16-0 TAPCON XL 3 3/4" 3 1/8' 2 1/4"(2899 psi) NOT ALLOWED NAUTILUS ROLLING SHUTTER SYSTEM'S OF THE A FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN 10.ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, ACCORDANCE WITH SECTION 168 AS OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB S. SOUTH IOA 11 1IA 12 12A 13 & 13A FLORIDA. REPORT k 1030.01-08 AS PER ASTM E 1996-05, E AND O 5 AND E 330 STANDARDS, QUALIFYING INSTALLATIONS FOR WIND ZONES 1, I2.O 3 6 4, MISSILE TYPE D AND ONLY APPLICABLE E BASIC PROTECTION _KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILTI, INC. INSTALLATIONS, LI DEFINED BY SECTIONS 6.2.1.1, 6.2.1.2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19&20 -HUS-H SCREW ANCHOR MANUFACTURED BY HILT], INC. FOR ADDITIONAL LIMITATIONS. - -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS. INC. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY(UNLESS OTHERWISE NOTED), SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. 4.ALL SCREWS (EXCEPT END RETENTION SCREW©)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 bR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN EMBEDMENT® 100% 50018.ALL S.D.S. ARE TEK SCREWS MANUFACTURED BY ITW BUILDEX&SHALL COMPLY W/FLORIDA BUILDING GROUT FILLED OR CODE SECTION 2411.3.3.4. ANCHOR SPACING® 100% EDGE DISTANCE® 1007 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 #6,095,225 AND #7,409,980. 3/8"0 WEDGE-BOLT 4 1/2" 4 1/2" 2 1/2" (3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR @ SIDE RAIL SHALL BE AS FOLLOWS: 1/2"0 HUS-H STREW OR WEDGE BOLT 6' 6' 3'(3000 PSI) NOT ALLOWED 5/B"0 HUS-11 SCREW 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 SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16"0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW BUILDEX, INC. TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8'0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI, INC. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO A1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: INSURE PROPER ANCHORAGE. THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE, CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 2 1/4" FOR 5/16.0 TAPCON XL ANCHORS & 2 1/2'FOR 3/8"0 KWIK BOLT 3 ANCHORS. NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 13.THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A.2) MINIMUM EDGE DISTANCE (E.D.) INTO POURED CONCRETE SHALL BE: 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL. 4"FOR 5/16"0 TAPCON XL ANCHORS&5" FOR 3/8-0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. 15. (D) 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 A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE FROM THE P.E.D. THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS (B) TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL ASTM C-90 - P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDMO14S DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -5/16.0 TAPCON XL ANCHORS, AS MANUFACTURED BY ITW BUILDEX, INC. (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 8.1) MINIMUM EMBEDMENT OF 5/16"0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF NO EMBEDMENT UNIT SHALL N 2 1/4°. RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS T INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. B.2) MINIMUM EDGE DISTANCE(E.D.) OF 5/16°0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4". EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. (e)THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 16. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1710.8.3 OF SUCH PANELS. FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. (C) TO EXISTING WOOD FRAME BUILDING: SPRUCE PINE-FIR-SOUTH (G-0.36), DOUGLAS-FIR-SOUTH (G=0.46) ORSHALL ONLY BE USED TO SOUTHERN PINE B2 W/G 0.55 MIN. e`�`SAN A\ a �� IN THE STATE OF FLORIDA FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BUILDEX, INC. :• �\ ts� 'i 02015 nL1Ec0 WC. DRAwn er: C.1) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE W000 FRAME UNIT SHALL BE 2 1/4"PHYSICAL = j Z �.-".--..... Nautilus F.R.L THREADED PENETRATION. NR,.441 T]7 )`C - Rolling Shutter System 04/10/1[5 NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 4,.(-"- -�' �'® Lam.C. DATE " EXPERT SHUTTER SERVICES INC. C.2 MINIMUM EDGE DISTANCE E.D.) OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4".EDGE DISTANCE IS 'O ^� ,T- TILUT TESTING Q ENGINEERING COMPANY Fk ) / �rTr �� "'° c A.]w.Nnco:u axo•,Ns.n.u,cc 1626 S.W.64TMORE STREET BEYOND ANY FINISH MATE IAL. z�••, f �. 5v rm�::�soslen-Iss4.r..:ooslan-len 15-071 �`� PORT ST.LUCIE.FL 34964 O�'••.'`�ORIDP e-mOR:li00087001.c0m PlI.-(900)7�9-9056,rAx:(7T2)971-0990 DRAWING No C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON (C •'\C\��� EB-DDD9719 THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 1'9^ µA4�' WALTER A.TILLIT Jr.P.E. THE PA P.P. r/•yrTlu"• 1 (q�"aATE FLORIDA Lk.a 44167 SNECT I OF 26 NIII,__'e=_"lII�-�s_..fise•l•'Iri N`'nI wIt_R-1!_a9.09 1'I-I�I n�I LIIR1.6._69szrerLII1I ^�iII�„II J.-.370'Ir qI-�!_l 999J9”sJ-oIfII!..„_II-P2-'..Ia#0-6 I --"„fIII-'z#87 nLII”(IIIr.#B #9 �6#>97z611J�J 0 1 ° 11g-.J 'lioiggI u p.5)�9=•_-II 6z`FU9911�0-6p--]z.6.ats2o'•---.--�__ ^R 45 #1 #c #3 DETA 1Nef"•+E- .sls• (Tm) r�LDj,-SoHR'+oE' L)+oc como-ll.]1 l-l.l rol] l-0 /p plzl—AB6—171REAp1.I_>sI 6sTAraN+F6s0s�' srEF Lw Aa9.+6z M60' DETAIL:A TRUSS HEAD TO SIX LOBE 11HEAD 41HsAI* 012(51161 HEX HEAD AB TWEAD 410HScey," OPTION#1(MONotnC) OPTION#2(W/WASHER)9 o _ SCREWSPECS: „„ 'i->Erc 410irSTAINLESS STEEL SCREW+ )2.- 2398- 1� j- .0” IRJJ04- COATED MIHACSILVER(TYP.) DETAIL:C ATO &' CHRO IEDFREE ANTLCORROSION : COATING SYSMAS MWLFALN>ED RgF_ SYSU IBELTCOATINGLLC L Fy-191.4 Ftu=796.61SIRENS,,ESTT*M DE.864 ( P.) SLATS L.761• 0STARTER SLAT 063-T6 ALUMINUM ALLOY (LYALLOY 1 .-3Z2•P FY=31.5 W(R;P.) DErna:s SCALE.la-=1- ©BASE SLAT $C�LE'1?"=1- 6N6 T6ALUMINUI.I71LOY - 6CJALE.VT=V f- .Z00• .625+J I-.Z00" 363r-- - plse• Its• ACETAL BUSHING 12+- —1300 .923'- 1320•= 1.._� p.ppp•.__-_-_ —6.000"-------------- —� IUSE N40PTION501 AND OZ) .136• - .l]5' m -A16'�! 7a ���••III .� 1; g .tZ3' 'Y*#BUSMNG SPECS'. I— �• 8 m - I I DENSITY:1.A 91n? TENLE MODUL SIU5:3T7 td . n o rrPJ o rrP.) TENSILE STRESSAT YIELD:9.135W I I ' o E2 BUILD-OUT TUBE FLE(URAL MODULUS.580W -L—f.Z00--- laze'----^ L - I 606 BUILD-CUT ALLOY RODNOTCNED IMPAGT.65kMT I L I ©RETAININGSYSTCAEM.1?CREW+BUSHING O SIDE RAIL * O BUILD-OUT TUBE E1 BUILD-OUTTUBE F D 6063 T6 ALUMINUM ALLOY 600}76ALUMINU ALLOY I 125• 606}TGALVMINUM ALLOY SCALE'1T=V SCALE.1T=t• SCALE.1rC V *MUST BE REVIEWED BY SHUTTER _ MANUFACTURER TO ALLOW FOR A MINIMUM 0.050'CLEARANCE BETWEEN SCREW HEAD AND 1 I n z00o-- CAVITY WALL AT NON HURRICANE POSITIONS. f-r --a000- ---aoo0•—�i„ E3 BUILD-OUT TUBE 6063-76 ALUTAINUM ALLOY SCALE:112-1" OOD'- I ]w" r- 250" OH 1/4.0x314°ITWBUILDEX TEK SCREW ! CARBON IT L I o •1' i 250 {�a7//U�IV]///i�/ .,mm !n �E ! O 5116'0 ITWBUILDEX TAPCON XL ANCHOR CARBON STEEL SCALE,fT-1• LlI ^ --J t!J illi �• I -us I- ----..opo-- I OK STORM,BAR 316'0 HILTI,INC.KWIK BOLT 3 ANCHOR 6061-T6 ALUMINUM ALLOY G? 4x7 MULLION CARBON STEEL SCALE: OF TRAPPED ANGLE © 4x6 MULLION G1 4x6 MULLION 6061-76 ALUMINUM ALLOY s\741/7/ltlllr7l/JYJ SCALE:IT=I" 606}T6 ALUMINUM ALLOY �I'S6CALE M�MALLOY 60615�EIAAIIN-UM ALLOY SCALE: 3B'=1' `A\A` p,.TIL(/T"�A, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SCALE 1?-I' �`\P�.•••�C�n�•••.•.• G]015 TILTECO INC. "A"'Y-'S G q * Nautilus r.R.L" _r ��?7- _ �Trp'�I� yn[��y^� Rolling Shutter System o4po715 Btl `L��Ly'b®�Cd C. GATE • G�� ••=r�[Ya'� •ESC= TILLIT TESTING k ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. Ui .Ly .Su.,s. °°w s. nt66 1626 S.W.SILTMORE STREET _ COMPONENTS ,�`� F ATE1oP \�s<,`a °'(os)aN-Is�p. (,os)871-15,1 PORI ST.LUCIE.FL.34984 1 5 NOO No "I!till°coB001.cOm pIpRE:(60p)]t9-9p56 rAN:(]]2)6]t-0990 Lt)R -t —"I!tit WALTER A TILLIT Jr.P.E. urt FLORIDA LIC.A 44167 - UIOAIs ar SHE- 2 Or 26 1 1 1 2 I SIDEIEND CAP l 1a 2 HOUSING(BACK&TOP).040 THICK t9 4 3 HOUSING(FRONT&BOTTOM).040 THICK 4 SPRING BRACKET 5 SPRINGASSEMBLY 6 60 MM OCTAGONAL AXLE 4 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) 117 ..100 9 ALUMINUM STARTER SLAT --41 10 ALUMINUM SLATS 1-10 o 11 ALUMINUM BASE SLAT 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 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE --XI 22 GEAR-PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT CPO, 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX & END CAP ASSEMBLY COMPONENTS FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) Z20T5 TILTECO (&INC. F.R.L Y. 11 Nautilus E Rolling Shutter System —04/lo/15 OdECO INC. DATE NEERiNG COMPANY EXPERT SHUTTER SERVICES INC. s1....... 1626 S.W.SILTMORE STREET 15-071 PORT ST.LUCIE,FL 34904 749�0$U$•.1`- 772 1-0990 WALTER opAwwo Na STATE OF re-0006719 ,"LUT Jr.P.E. FLORIDA Uc'#44167 SHECT 3 OF 26 (-BOX 4SLATS 6 & Y/7 BOX V/9 K ®V/9 K (OT ,P.) & Y/7 P---- 1 ---END CAP 1---- t �r END CAP END CAP- END CAP- TS I 3 -SLATS SUITS #4 y4 " SLATS "SLATS x U_ (/5 -SLATS = SLATS C = B - SLATS 0/8z 0/8 SLATS 0 '/8 0'/8 0e/8 O'/8 S7 " 7 LATS SU rs z� a n "s SLAT J��l I I 1 u�� (Typ. Ea. END) —� (Typ. Ea. END) S9 )f9 SLATS I -�" SLATS to (Typ.) f� (Typ.) S_ LATS SLATS %-// //i/%//i//U%//i/•i ///.:///%i%/i%//.' /: %/,// , STORM BAR SPACING' // i_�/ /,i// '/, I & Y/7 (SEE SHEET 22)� �V/9 IV/9 ®Y/6 & Y/7 Mo.. I -- Moa.SLAT SPAN TYPICAL SINGLE - (SEE SCHEDULES ON SHEET 15) NOTE: SEE SHTYPICAL SINGLE UNIT ELEVATION W/ STORM BARS � NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FO S =1 = CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0"APPLICABLE TO INSTALLATIONS W/0 STORM BARS,W/STORM BARS OR W/STORM BARS& MULLIONS W/HEIGHTS UP TO I V-0". (o) CURTAIN SHALL START W/#I SLATS AT TOP,FOLLOWED BY#2, #3, ..... THEREAFTER,ALL THE WAY DOWN.EACH SLAT # SHALL CONSIST OF MIN. FIVE (5) SUITS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLATQB MAY VARY WITH SHUTTER'S HEIGHT. (b)BOTTOM SLATOMUST BE ALWAYS INSTALLED. CASE 2: SHUTTER HEIGHT LARGER THAN 11'-0"APPLICABLE TO INSTALLATIONS W/O STORM ]1111171rp FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) BARS AND W/OR W/O MULLIONS W/HEIGHTS LARGER THAN 11'-0-. , `�������' •• r�akk 02015 TILTECO INC. DRAWN RY: (c)CURTAIN SHALL START W/#1 SLATS AT TOP, FOLLOWED BY#2, #3. ..... THEREAFTER.ALL r� ✓ � Nautilus F.P.L. THE WAY DOWN.EACH SLAT d SHALL CONSIST OF MIN. FIVE (5) SLATS OF THAT SLAT :`V�;•�`�VE ss �•'" Rolling Shutter System 04/I0/15 NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW k1 SLAT SHALL BE ,(.L�J� > a ®LCi C. DATE CONTINUED UNTIL 570 SLAT IS INSTALLED.AFTER 510 SLAT IS INSTALLED,ADDITIONAL X10 O, ylSl/ ^ �_ TICCIT TESTING&ENOIN[ERINO CONPANY EXPERT SHUTTER SERVICES INC. SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. '• L/� ws5 Nx.]ew sL.se.]95.+xwu e.:+9ola n anee 1626 S.W.SILTMORE STREET (]ne1g71-Is]0'. PORT ST.LUCIE.FL.34984 15-071 (b) BOTTOM SLATOMUST BE ALWAYS INSTALLED. a-maa STATE OEB-0006710006719 - 9Lc°m PHONE:(609)749-9056,r-(A2)m1-0990 DRAWING No e o [ OF .,:Sr�� £'. 'IMIVALt11(yl�l E WALTER 0.TICCIT Jr. e'rt FLORIDA Lie.B dd167 67 - V:VI. rtr SHEET 4 Of 26 mmIAL011% Max.MULLION SPACING W-1/10 OR W-2/11 OR (SEE SCHEDULE �Or © Or ©-1 i /�OOr © Or r ON SHEETS 24,25&26) j W-3/12 OR W-4/13 I I®W-1/10 OR W-2/11 OR Max.STORM BAR SPACING ( Max.MULLION SPACING ®REAR (©Or© Or ©' W-3/12 OR W-4/13 BOX (SEE SCHEDULE ON SHEET 22) I — (SEE SCHEDULE —� ® V/9 /�O(TYP.) ON SHEETS 24, 25 & 26) TEND CAP- t ! �.�I BOX END CAP f II t1 L I I I I I 11 I 'LATS t I I i 1 sLArs I II It SLATS I,- I 1 ,I N2 stI I I ----; SLATS I i l /{3 ,p Z I I I t i '#3 N — SLATS _ N ¢ 7 I I / :I N ; �4 a1 pP ==P/ p gP 8 :I SLATS z N I !! I I SLA75 N N a N I I i I I SLATS 0 a 1 VIN I I I I I - -195 OZ� Nw ' I I 11 I it - //5 z N I I I I SLATS If) to I I —if SLATS 0r„ ® It _ 5� z , i yQ8 Q8 - — SiArs ���00 Q8 Q8. _ S./ 1 I II / ! fl 9/ O N W ! I I SLATS =1 I! .997 �O SLATS E a--_i. _ 1 '1 _ SLATS c o (TYP.) I R 8 I I -R 8 - o „'^ (TyP.) R/8 i i R/8 H w I - or i _ or C,_ �w or or N '------ R'/8 I / }..N8 =u - v, -- I i =� �8 R' 8—_I stars�� �'^ o" 1 -_ R'/g I R'/8 -SLATS w —4 1- ��-T-( 11 1 w I R/8 .! or (TYP• Eo. END) I i I R'/8 !I (Typ. Ea. END) 1 g R/8 i i R/8 i i Sia7s i ; R/g i i R/8 i 'SLATS or or , or i ' IiI or R'/8 R'/ I I R'/8 III Iu I 1 - o SLATS SLATS �W-3///12 1lO OR W-2 11 OR: MAX. STORM BAR SPACING— IV / I B — w-1 10 OR W-2/11 OR OR I (TYP•) (SEE SHEET 22) W-3%12 OR W-4/13 I I V'" V/9 W-4/13 (TYP•) Max. SLAT SPAN I oz_SLAT SPAN Max. SLATSPAN Max. SLAT SPAN j __Max. SLAT SPAN ,J Max. SLAT SPAN (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) SHEET 15) (SHEETSP I5U& 16)N ' (SEE SHEET 15)9 ON TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/O STORM BARS W/ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. N.T.S. PROCEDURE FOR SLAT INSTAL [ON FOR SLAT INSTALLATION GIV&N A SHUTTER HEIGHTA SHU�ER 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 &MULUONS W/ HEIGHTS UP TO 11'-0'•. (D) CURTAIN SHALL START W/ b1 SLATS AT TOP, FOLLOWED BY#'2, S3, ..... THEREAFTER ALL THE WAY DOWN. EACH SLAT 1) SHALL CONSIST OF FIVE(5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW b1 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED. QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT@B MAY VARY WITH SHUTTERS HEIGHT. 1111111111111I11//j (b) BOTTOM SLATOB MUST BE ALWAYS INSTALLED. \\\II R A•T1( ii FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ** ` �i� 02015 TILTECO INC. DRAWN L9Y: CASE 2: SHUTTER HEIGHT LARGER THAN 11'-0`APPLICABLE TO INSTALLATION W/O STORM BAR AND W/ ;•'•�\r,ENSF•..9�, Nautilus F.R.L MULLIONS W/ HEIGHTS LARGER THAN I V-O". _-- Z Rolling Shutter System :.-•4441:�. :'I.�r.__.:_._� I� 0x/10/15 (D) CURTAIN SHALL START W/ }/1 SLATS A7 TOP, FOLLOWED BY R2, #3. ..... THEREAFTER ALL THE WAY EXPERT SHUTTER SERVICES INC. DATE DOWN. EACH SLAT SHALL CONSIST OF FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR _ `'� /S ' TI LUT TESTING&ENGINEERING COMPANY ADDING SLATS DOWNWARD BELOW N1 SLAT SHALL BE CONTINUE UNTIL#10 SLAT IS INSTALLED. AFTER .p', shin n.sl..Sas.wRo6u s.n.aTlas 1626 5.w.Ell ORE STRELZ STAT OF ""p"".:oas)9T,-,a9.m,:JVM11A, PORT 5T.LVCIE.FL.J4984 15-071 x/10 SLAT IS INSTALLED.ADDITIONAL #10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER •• "Co •aV a-mol:uRecomool.eom pryONE:(800)749-9096,FAX:(772)871-0990 DRAWING No HEIGHT. �'�.�,l•'• RIOP.•' `���� WALTER A0T006719 (b) BOTTOM SIAT OB MUST BE ALWAYS INSTALLED. F� �/�L1G11.,,( TJAT .\ E FLORIDA U,.I 461P.E. 67 - o/n SHECT 5 Of I6 //M11111111 _ POURED- 5/16`o TAPCONS XL W/2 1/4"Min. 1'xl"x1/8'OR 2'x2`z1/8' 1/4"0.3/4"ITW BUILDE%7EK SCREWS 1/4"Mi.' EMS XL W/ I 2 1/4"Min. EMBEDIAENT I REO'D CONCRETE' EMBEDMENT & 0024 z0,060'CALV. ALUMINUM TUBE—T & 1"O.D.x0.060"GALV. // REO'D STEEL WASHER 0 24'o.c. W/ 1"O.D.-O.060"GALVANIZED STEEL /' 5/160 TAPCONS %L W/ / WASHER®24" o STEEL WASHER 0 24"o.c. i. -/, /� �/• �• / 2 1/4"Min. EMBEOMEM 0 24'O.C. i i T POURED CONCRETE / ✓ \ POURED CONCREfE —/, OR GROUT FILLED / OR GROUT FILLED .Y 1../ (RC1' ( CONCRETE BLOC CONCRETE BLOCK ' K ! +-�� [ WALL REQUIRED. WALL REQUIRED. „ ----- EDGE OFEDGE OL" OPENING !y —O I K, M I OPENING / EXISTING E%ISTING '; a EXISTING`�� pp GLASS- / ;) ; GLASS —^.: G1A55 !i I (BEYOND) I (BEYOND) I j --k i 1�4 (BEYOND) / u I �' 'i tt111����IIII ii SEE ANCHOR .T, x r' % - F =w SCHEDULES SEE R0 —;T--�1 W w SCHEDULES ON - mN SEE ANCHOR ,..__% ,a x SHEETS is. 'N 11 c,x/I SHEETS 16, 17 �' SCHEDULES ON "�J 'I� �� & 18s & 18 / (_-O 0 SHEETS 16, 17 k z 9 zo / w & 18 _ A v=ii of Min. SEPARATION Min. SEPARATION Zi Min. SEPARATION If i I TO GLASS / I TO GLASS _ I J ;; i '�I 'I w EXTERIOR _ To cvsS _ �I DMIOR (SEE SCHEDULES. N (SEE SCHEDULES, i� D(MOR (SEE SCHEDULES, ON SHEET 15) - � i ON SHEET 15) �i v ON SHEET 15) / I El--T-j i a 0/8 0/8 0/8c. 0/8I 0/8 _ �p 0/8 POURED CONCRETE G OR GROUT FILLED- 4' I jl POURED CONCRETE CONCRETE BLOCK 9 I POURED CONCRETE .%� I OR GROUT FILLED= OR GROUT FILLED—�i= �"1' CONCRETE BLOCK WALL REQUIRED "—i F'I CONCRETE BLOCK '-L_ WALL REQUIRED. - I; WALL REQUIRED. EDGE OF it $ / - EEDGE OF OPENING PENING� ,ar^t, vi— ___1__._._T_..�______ ,l� �..li MIN. E:D MIN. E.D I: -----NT. I 1/2"x1 1/2`x0.062'xCONT.ALUM. � �/ /� ��% ��- � -I-- -- —2'L4'x0.062`zCONT. 5/16"0 TAPCONS XL J / 2ETAILS 5/16`0 TAPCONS XL W/ I % 1" ALUM.ANGLE --POURED CONCRETE 5 16"0 TAPCONS XL W - '/ -r 2 1 4'Min. BEB /' . EMBEDMENT 0 24'O.c. / // / (1'c-3 ksi Min.) REO'D. 2 1/4"Min. EMBEDMENT0 24'o.c.WALL MOUFLOOR/CEILING/TRAPPED MOUNTING BUILD-OUT MOUNTING SECTIONS Y- YIDFLORIDA BUILDING CODE (Non High Velocityurricane Zone) INSTALLA ON EXISTING POURED �P,•��GENSF ••P-- 42015 NL ECO INC. —FR.LY: Nautilus F.R.L _ ,.;` g- -j�6:�= 'c;__ Rolling Shutter System 04/0/15 CONCRETE OR GROUT FILLED CELL CONCRETE = .x �t+a ��®L�,�. DATE •, -�/r.'.4•,` TILl1nT,enT,E:SfT>IaNtilGan$_IsCsNo G.I,N•E.E,R(IMNfCN)CIgOMSJP1ANY EXPERT SHUTTER SERVICES INC.BLOCK BUILDINGS i 1626 S.W.BILTMORE STREET 15-071 SCALE: 3/16_ ' 1" -i�O,i:.,• LORIOA.• @�� maEB-0006719 PORT ST.LUCIE,iL.772)8 F f oxoNE:POR 7ST.LUC.rix: 349 4T1-assn DRAWING N, WALTER A.TILUT Jr.P.E. nrt -�Ot,,r /Y71 f:MpT `�ywy E FLORIDA Ua 1 44167 - na/:> M rt SHEET 6 Or 26 EXISTING W000--- EXISTING WOOD.---7 5/16"0 TAPCONS XL W/ 5/16"0 TAPCONS XL W/ TRUSSES OR RAFTER? TRUSSES OR RAFTER+ Z 1/2"Min.PENETRATION /r2 1/2"Min.PENETRATION I'a1'a1/6'OR / r 1/4'0.3/4'ITW SUILDE% I"xl"xl/B•OR 1/40x3/4•ITW BUILOEX h 1'O.D.x0.060'GALV. h I"O.D..0,060'GALV. 2'.2•.1 8'— J TEK SCREWS w 1 6"_ TEK SCREWS W/ EXISTING WOOD EXISTING WOOD / I.OD 0060'GALVANIZED 2.2"a / ! 1. "TRUSSES OR RAFTER. STEEL WASHER 0 24•o.c. TRUSSES OR RAFTER ))' STEEL WASHER 0 24•o.c. ALUMINUM TUBE J ''a' ALUMINUM TUBE' O.D.a0.060•GALVANIZED � a.____�_._.. r>-_y_!�_.,�_—t,.._ ;y-__1.__, _ ` STEEL WASHER® o.a _ STEL a.c. J__._ r T 5 16.0 TAPCONS%L '- -'^-- jam'24 I D E WASHER®24' I �•- �� �/ I / 5 1 0 TAPCONS XL z 1/2'Lra `-c / �i�' ?--- w/z I/z•Mln. PENETRATION I"„�=�` / / / .%/�'� PENETRATION 0 24• r” ®24" (2)2•.4'OR (2)2•x4.OR 2'x6'CONT: 1 2"x6'CONT--. - ., ! y (2)2'.4"OR (2)2"x4 OR WOOD HEADER \% WOOD HEADER v / 2•.6"CONir�' %' i \.� I 2•a6"CONT. REQUIRED I REQUIRED - WOOD HEADER WOOD HEADER I `fl REQUIRED .�~' ! EDGE OF \} l\'\ M i EDGE 0;/� \ 1\ \ �__M EDGE QF. \1 i\}\!� -'� to EDGE(IF. \ Nl}J \I j! I ✓=i OPENING \ \ N OPENING o OPENING I I \J OPENING EXISTING -t \J O I EXISTING .p _ ;`� - I GLASS 1 1 F[ EXISTING ._.L 3 i h I _(_.�' 1 (BOND) f I I� [[[ F%iFAIOR (BEYOND) i I I' I i it I^ (BEYOND)• i 111 'I 4[ I (BEYOND)• 1 I 1� I �DOERM CLASS R c O I I I ill I I f � 4444 i I A + A (2)2-a4 OR 1 1 �. (2)2'x6• _ '} 1 1 , 1 SEPARATION i 1 ( I EXTERIOR i (2)2"x4 OR 11 I Alin. F z '2)2".4'OR 1 I CONT.WOOD )"�.-^�t -' - 10 GV55 I 1 V I 2"x6"CONT. ` �),-. TO GIJ55 '6-CONT.',,. 1 _I " TO GLASS w SEPARATION I SEPARATION (• (SLE 501E0J1E ON _ '1 1 ' 1 A a WOOD ST 1 I U rropD STUD I 3 STUD®16• It \ SREET 20 3 \1 I I 3 ®16'O.C. ',\5 1 (SFE SCNFDUIE aN r 3 0"'w O.C. p \ i O.C.MAX. 1 L._-iI_-;�, SHEfl 10 ' , \ A (SEE 20 L1.1]L } I ) MAX.REOUIRED \ 1 ) MAX.REQUIRED - L- y - ) REQUIRED. �y Mi^. SEE SHEEN 20 (SEE SHEET --T/ SEE ANCHORS N ( ) - _ k (SEE SHEET 20).` A © 1-i._iI�1 ��5`CT H�EDULE I-•' o �.'_fl _•d ro GLASS \� ,)�li 1 11�•` •I 20) I ON SHEET 21 rj _ (SFE SGHFOJIE GN _•I 1 �\ , s¢E m) Ogg 0�8 0/8 ` \ , 0/8 + i 1 t vrN1 nwsH !•\\} !p / (2)2"x 4'OR �\ 5EE ANCHORS G I 17 I 1 SEE ANCHORS \`�,1 \ 9 SCHEDULE SCHEDULE 2 V EDGE QF 1 ` i I CONT.WOOD \ \ k5 ON SHEET 21 to I EDGE OF I i I ION SHEET 21 OPENINGS 5 t\ `} ` STUD O 16" \\ 1 i` '12 OPENING/ 1 l: O.C.MAX. T ' 11 ----OD �� t 1 1 SEE ANCHORS I RECUIRE0. I J : 1 I E _ [_7 I/2'x1 1/2'x0.062 I (SEE SHEET f ,I I c I 11 '\ E 0 - 2'.4'x0.062'xCONT. , 1 �F 1 I -SCHEDULE j E '] .CONT.ALUM.ANGLE 20) ,, 1 ,I E 0 d,, 1 ALUM.ANGLE \ \ d ON SHEET 21 1 \ \,5/16'0 TAPCONS XL f\ \1 �• \� \I; \�.._5/16'0 TAPCONS XL \} \; (` w/2 1/2'Min. 0/8 l I\ 0/8 \ \ w/2 1/2'L6n. 0 \ \ PENETRATION ! \ I } I \,` } ' PENETRATION 1 t 111 \\ \`\ ®z4• C. \ \ \ _ j�� 1 ( l II" $W.FlNISH ®24'0 0�8 !t 0/8 1 2'x4"OR 2'.6� \ 1 FlNSN 2'.4'OR 2"x6= i \ WALL FlMSH 2"xb'OR 2"+6' 1 2'x4'OR 2"x6� 1 1 1[1 EXISTING Yf00D CONT.WOOD T'\ `t }\ EXISNNG WOOD CONT.W000 \ :. ; C I CCNT.MOOD 1 1 EXISTING YJ000 CONT.WOOD pECK OR BOTTOM PLATE , ` 1 DECK OR BOTTGM PLATE Y - -�f EXISTING W000 I BOTTOM PLATE DECk OR BOTTOM PLATE t. CONCRETE SLABI REQUIRED �'\� _ CONCRETE SLAB i REQUIRED DECK OR I I REQUIRED REQUIRED I" L (SEE SHEET 20) \ I REQUIRED. ��(SEE SHEET 20) �K^ CONCRETE SFADI (SEE SHEET 20 I!' rCONCRED.SLAG I SEE SHEET 20 6 REQUIRED.'T /..� ` -/ _\ © _ _ ) \ REQUIRED. ( ) 8 I REOUIREO." EDGE. ` .. .._:=t_=. �.. •___.__G -- (f-PGPUCABLE) �__.�J..c_.._:,� I_.__ �, .��..__�'.�._=—IF MRIG6FU WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS N,T,S. r1TTT111111111JJ/ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) O 2015 TILTECO INC. DRAWN BY: Nautilus F.R.L. ENSE_ r_% g-TE �p Rolling Shutter System o4/lo/is �iti.��,•((E{''`..-"C�..!r+"y_ �IS LS'�piH iS'JC. DATE V,•�,,. /��(� *= TILLIT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. ' 695s x.Ofitn s1..Aa.sos.KR4'w.4 yNttNs.n so144 1626 S.W.BILTMORE STREET 15-071 11I • �.:p—TI:+Hit.ro.:(5057e]t-IfiAt PORT ST.LUCIE,FL. 34964 STATE OF i e-MOIL lillecoOcol.cOm PHONE:(900)749-9056,M:(772)971-0990 DRAWING No •ECJ EB-0006719 ©�sEA A ge WFLORDA L,. 44167E a/•a m rt SHEET 7 Or 26 E.D.----- POURED CONCRETE �^F' /-� Mtn.E.O.-­­- 'lin.E.D. OR GROUT FILLED •`� ;U --OORO DOR(.1 1—. I POURED \ O DRO �` r T POURED I CONCRETE BLOCK CONCRETE OR POURED 1-- ; SEE SCHEDULES ON (SEE SCHEDULES ON\ \ (SEE SCHEDULES ON\ CONCRETE OR OORO"\ I CONCRETE OR I �\ ( GROUT FILLED-- ,T K (SEE SCHEDULES ON\I� GROiU FILCRETE ED-- SHEETS 17& 18) SHEETS 17& 18) CONCRETE BLOCK \ SHEETS 17 fi 18) \! CRour FIUEo—� I CONCRETE BLOCK SHEETS n&1e) BLOCK \\ 2.�iso \�� \ \\�: �� \ \ s rlJ I \; /®�;� 21' r A z— z I A — OE OR E1O z JR 1 A + r �oR E3 1 IT . E.O. 1/8•SUP \\ 1/2•,11/a• 0 4"o.c. �. I — I I \ N oR 1/8-SLIP \J OR/1/8"SLIP O ®4 °'`' R 1/-SU b SECTION W/ STORM BARS OR ,/e'sua FLUS TRAPPED MOUNT BUILD-OUT MOUNT SECTION P—P (PLAN) BUILD-OUT MOUNT SOALE:3/16•m , SECTIONS 0-0 (PLAN) IN LATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SME:1/4'- I" G � ©DR© 0 --- -------- L 2.750" O\+ 1' .Fa 1/2•®4'o.c. 4o.c. .i/ OR 1/8 .. l® -SUP LL L. ? SECTION Q'—Q' (PLAN) 0' /z=.;/, /2=. ,i4 SOD r. , 4 ,/z .i+ zJ, , n=. v4 ORIENTATION ,#1 OR 1/8-SUP OR 1/8'SLIP Of OR 1/8-SUP OR 1/8•SUP tL0 / / (���) IoR I/8•SLIP DR 1/8'SLIP WALL MOUNT END MULLION SECTION Q—Q (PLAN) SECTION Q—Q (PLAN) SECTION R—R (PIAN) SECTION R'—R' (PLAN) /—OH ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 & #2 ORIENTATION #2 AO = 0 4"o.c. �. WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION {I l Y IT -_ INSTALLATION DETAILS INTO MULLIONS G, G1, G2 SCALE: I/4' I" 1/2•. 1/4' 1/2', OR 1/8•SUP , OR 1/8-SLIP `O (2) 2"xOR ST / 2"x6" STUDS-- (2) 2"x4" OR 1 /1`I` (SEE SHEET 20) -Y- �- (SEE SCHEDULE I 1` �• ON SHEET 21) ALTERNATIVELY TOO, A 2"zs" STUDS-- C •,! O A� Eo.�;ra. MIN. 1 ` /T I 1/4"O-2Ox3/4'• S.S. M.S. (SEE SHEET 20) (SEE SCHEDULE /2�. , 1 ON SHEET 21) PLYWOOD--I !/ I W1 NUT MAY BE USED I SECTION Q'—Q' (PLAN) MIN. 1/2" £� /1`�, Imo___I FOR THIS CONNECTION ORIENTATION #2 PLYWOOD i —� ' ----J WALL MOUNT END & INTERIOR MULLION 1.750' -2.250' 2-OR ,- ^� I 19 �• / � K— I `+ 111111111111111IITFF ' O' OR ;a-SLIP I @ 4' -1/4I ��•'��••• ✓ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 'LOA O.G. O /1/8 OR LIP .11O _= 02015 TILTECD INC. N t"I U l I I U S D—BY: FLUSH MOUNT (WALL) a NO 44167 _ r.R.L BUILD-OUT MOUNT _ cg p 1� Rolling Shutter System 04/100/15 SECTIONS 0'-0' PLAN) z o'• r,$TFTEEJF' TaLIT TESTING k ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 3e1 .!M vapwu r noa, 1626 S.W.BILTMORE STREET F Q` rmo� (io�)eii-u5o'. UR!)ans'IS)v' 15-071 PORI 57.LUCIE.FL.34984 �� �'••.• •f-\ e-moi L•lilleca6001.c0m p ONE:(800)749-9058.FNA:(712)871-0990 DRAWING No INSTALLATION DETAILS SNTO4EXISTING WOOD BUILDINGS SFS tJV`�4`� WA TER A 0067ITILUT Jr.P.E. ert P.E. SD/�p� �hj1 DATE FLORIDA Lia d 4,167 - .ne/n N' SHEET 8 Or 215 1/2' Min. E.D.- --3"­1---4 1/2" Min. E.D.-"-T-FOR 3/8`0 CALK-IN ANCHORS (4)3/8"0 CALK-IN ANCHORS OR F---3"Min. E.D.--�I( ------3" Min. E.D.--1 FOR 1/4.0 SOLID-SET ANCHORS (4) 1/4`0 SOLID-SE7 ANCHORS OR d Min. E.D.--� -� 4" Min. E.D:--'--FOR 3/8.0 KMX BOLT TZ EXPANSION ANCHORS / (4) 3/8.0 KWK BOLT TZ EXPANSION ANCHORS OR (4)ANCHORS* PER -� 1/8'"Min. E.D. } 1/B" Min. E.D.--•�---FOR 5/16"0 TAPCON XL ANCHORS / (4) 5/16"0 TAPCON XL ANCHORS 1`I•-3'-'I' STORM BAR CONNECTION, EDGE OF SLAB ! IEOGE OF_SLAB 5/16"e TAPCONS XL W/_ / --SEE TABLE 2 ON SHEET 23 IF MPLIC~IABLE I I IFIF�PLICABLE 2 1/4'Min. EMBEDMENT 1• I /� (Typ.TOP & BOTTOM) & 1'0.0.x0.060`GALV. /! /j �• �1%/ / J�` STEEL WASHER® 24' K �FR(DR /' j �/ Y / /^,- 4" Min. ( 2" I POURED CONCRETE,II 2' O O - POURED CONCRETE-•- 2"x2"x1/8"x0'-5"(6063-T6 ALLOY) ! IIS•_„ \ \�. ALUMINUM ANGLE EA. SIDE W/ (fc=3 Ksi) 5'min. II ..L. \ (1'c=3 Ksi) Q min. , (D 0 THICK REQUIRED p er- 5/16"0 4'Mi S %L THICK REQUIRED / ?� --(2) 1/4'0-14x3/4" ITW BUILDEX TEK •. W/2 1/4'Min. a SCREWS TO STORM BAR QK II I ! EMBEDMENT& � 5' (Typ. TOP & BOTTOM) II , SGALV. I SECTION S-S fi I I + lr STEELTEEL WASHER R® 24'o.c. II 2" O O L__ OX B - II I ! I II ! 1 <e 4f } _�MACHINE SCREW FULLY EMBEDDED INTO ANCHOR I � 13Ox I 0 I I ANCHOR 1"Min. FOR - p - WIND ZONE-••U - I II }t DETAIL 2" Min. FOR 8 I' f SEE STEP 30 SHEET 14 FOR SPECIAL 1/4'0-20 OR 3/8'0-16 MACHINE SCREWS USED JOINTLY W/ WIND ZONE--1 ,- I TREATMEPIT FOR WIND ZONES 1 THRU 3 z c' �r=-- I -------T: 1/4"0 x 3/4"SOLID-SET OR 3/8`0 x 1 1/4"CALK-IN ANCHORS N 41 I` ti w 1"Min. FOR ii RESPECTIVELY SHALL BE LEFT TOGETHER W/ANCHORS AT THE TIME IR- --1 w WINO zoNE �'1=----; = I d STORM BARS ARE REMOVED. (SEE DET. A). 1nw n I I I m 1-3 t ': ! III' DMIOR Min. 1n II SEPARATION TO o� m z n GLA II L II I I!r l (2)ANCHORS* PER w p(SEE SCHEDULES ON!' y 2"Min. FOR r I ! `I"-� STORM OAR CONNECTION, of II SHEETS 15 & 76) o WIND ZONE-.i ! (I SEE TABLE 3 ON SHEET 23 v ! M w a -a BEYOND f(Typ. TOP& BOTTOM) c I I sl EXTERIORa 2)3/8`0 CALK-IN ANCHORS OR x 4 I Min. I � l i N n I ! 11 w II SEPARATION TO I'I I (2) 1/4'0 SOLID-SET ANCHORS OR 1"F-4„/ GLASS (2)3/8"0 KWIK BOLT TZ EXPANSION f I 1 1 'i(SEE SCHEDULES ON I {q �A ANCHORS OR 1" \Y j; \�•�I ! �/ I II SHEETS 15 (2)5/16"0 TAPCON XL ANCHORS 1 BEYOND EwsTwc-7; I" I sIl i GLASS I Ii ! EXTERIOR 21" 'li- 2"x2"xl/B"xO'-5' (6063-T6 ALLOY) EXISTING--�� I! GLASS 51 S1 z" G _ ALUMINUM ANGLE EA. SIDE W,/ (IYP,i0P/BOTiOM)l I ! F(ttP.TOP/BOTTOM) !5" SCREWS vTO STORM•BAR ITW(KK UILDE% TEK II II %/ (Typ. TOP & BOTTOM) —`— SECTION S1 -S1 11 g (TYP.TOP/807fOM)1 (ITP.TOP/BOTTOM) II !I /2 1/16" L I t POURED CONCRETE) /MIN. E.D, E.D. L 6 ) -- -- 1 1/2'x1 1/2"x0.062",CONT.ALUM. 8 O A (f'c=3 ksi) 5" min. EO ANGLE W/5/16"0 TAPCONS XL W/ L- 4 THICK REQUIRED 5/16`0 TRCONS XL W/ /� 2 1/4'Min.EMBEDMENT 2 1/4`Min. EMBEDMENT®24`o.c. EDGE OF SLAB POURED CONCRETE-1 _EDGE OF SLAB' I WALL MOUNTING IF APPLICABLE 5'cmn.THICK REO'D I A1`111111N T11 111111111//7,"0i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) IF APPLICABLE L-4 I/2"Min. E.D. -4 1/2" Min. E.D.�-FOR 3/8'0 CALK-IN ANCHORS ` .••••....J Min. E.D. —3" Min. E.D: -----FOR 1/4%SOLID-SET ANCHORS �� G2o15 nuECo INC. I)-er. / _ ��::���cENSF�•�'' Nautilus F.R.L 4 Min. E.O.- ("--4" Min. E.D.--r—FOR 3/8'0 KMK BOLT TZ EXPANSION ANCHORS Rolling Shutter System 04/I0/15 1/8'Min. E.D.---3"--j-3 1/8" Min. E.D.-f--FOR 5/16.0 TAPCON XL ANCHORS S�� p y-T1"u`--"''•T'_ c BL, L','' `Ey®Iqc. GATE y • TILLIT TESTING 8 ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. ;• sr..Si..am.vwcwu 1626 S.W.SILTMORE STREET ' FLOOR TO CEILING/TRAPPED AND WALL MOUNTING:STORM BAR I< ST e�°m°a1 1°�•F°•°( 16,.-1s� 15-071 E D EtJ POR*5T.LUCIE.tt.34984 SECTIONS V �A•. P `� ED`'0006719.com PINNE:ON)]49-8066.FA%:(772)871-0990 DRAWING N. WALTER A TILL IT fir.P.C. SCALE:}/I6"m 1"SCALE.} P.Fi ATUR F�`\` FLORIDA Ue.®44161 .nWn ¢ SHEET 9 OF 26• F�`\` FLORIDA lie.®44161 .nW1 ¢ SHEET 9 OF 26 1 F////111111111111111 9"Min. E.D.- ----- 9' Min. E.D.- FOR (1) 3/4"0 KWIK BOLT TZ EXPANSION 2 r I I ANCHORS ® END AND INTERIOR MULLIONS r 1 1/2 I--3 —1 1/2" ©&©(ORIENT TION �I) AND END 1 r 'MULLIONS©& G1 (ORIENTATION (f2) 3" I LFOR (2) 3/4"0 KWIK BOLT TZ EXPANSION 3 9 Min. E.D:—� --9" Min. E.D.---i-ANCHORS 0 INTERIOR MULLION© �l (ORIENTATION p2). �J'. EXTERIOR I EDGE OF SLAB U T I' T EDGE OF SLAB I, EXTERIOR IF APPLICABLE I I I I ! ( ! 1 I�PLICABLE 3"x3"x 1/2•x0'-6" q' 6.. (6061-T6 ALLOY) 4 1 � v� 11 7N \\�� 3"x3"xl/2"x0'-4" Alum. ANGLE FA. SIDE W/ —L __ \ \ \� \ (2) 3/4'0 TH U BOLTS L. _ .. .I (6061-T6 ALLOY) Alum. TO MULLION�GUk_ 1 1/2' POURED CONCRETE / 6 ANGLE EA. SIDE W/ (2) —#- (1) 3/4"0 KWIK BOLT TZ -{�------}- (1'c = 3 ksi Min.)'' a 3" ®- ©- 3/4"0 THRU BOLTS TO _ 1 1/2' EXPANSION ANCHOR 1 1/2' 18' Min. THICK RED D. I, MULLION(G�& (1) 3/4"0 0 L YJ/6" Min. EMBEDMENT , EO,CEO KWIK BOLT TZ EXPANSION t I/2• TO POURED CONCRETE I--3"-�3" ANCHOR W/ 6"Min. _—L (Typ. TOP & BOTTOM) II j EMBEDMENT TO POURED 9 I BOTTOM) GLASS CONCRETE (Typ. TOP & w c-= SECTION X1-X1 W/n* ALTERNATIVE SECTION X1-X1 W/n# n. GLASS Z� I ,In - (END & INTERIOR MULLION I END & INTERIOR MULLION oN II I 1--- G@OR G1 (W/ ORIENTATION #/ 11 W ORIENTATION 2 I' 3 c (6.•x4.) (4"X6") LA a li I 3"%3•x.1/2"x0'-4' -2"- 7 7 1/2_S" 1 1/2" 1 1/z" 1 1/z' (6061-T6 ALLOY) r ' ~ S ='n II I EXTERIOR Alum. ANGLE EA. SIDE W/ I 1 T w n I (2) 3/4.0 TH U BOLTS O x 9 TO MULUONG j) &-- ® ( ® (1) 3/4"0 KWIK BOLT TZ a o g EXPANSION ANCHOR m w Q/8 Or- ''_ 111 Q/8 Or W/ 6" Min. EMBEDMENT TO I ' / f'I POURED CONCRETE (Typ. ' - 4" EXTERIOR q EXTERIOR o w R/8 or !, ,r R/8 or TOP & BOTTOM) 1 u R'/8 ii I R'/8SMIOR I I 1/2' s i I 1 1/2' 1 1/2- X 1 /2'X1 I X1 / 1 1/z' 3'•x3"x1 2"x0'-8" 60 (iYP.10°/BOTIOlA)I! (1YP.TOP/BOTTOM) � 3"x3"x1/2"x0'-8"(6061-T6 ALLOY) / / ( 61-T6 ALLOY) -l`I�--')' Alum. ANGLE FA. SIDE VI/ (2) 3/4'0 Alum. ANGLE EA. SIDE W/ 12) 3/4"0 I '' ^EO.----'--EO. i - 1 12' THRU BOLTS TO MULLION G1- & I: I I / THRU BOLTS TO MULLION'`G Tj& (1) (-) 3/4"0 K1•/IK BOLT TZ EXPANSION 3/4"0 KV!IK BOLT TZ EXPANSION ANCHOR W/ 6" Min. EMBEDMENT TO CO POURED CONCRETE (Typ. TOP & 9 ANCHOR 6"Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & � SECTION X1-X1 W/ * BOTTOM) BOTTOM) ---- - - - POURED CONCRETE _(rc - 3 ksi Min.) (END & INTERIOR MULLION) (END MULLION ONLY) (INTERIOR MULLION ONLY 8" Min. THICK RED D. EDGE OF SLAB (W/ ORIENTATION /L) ALTERNATIVES SECTION X1-X1 W/ EDF APPLIGE OF CABLE L -L 1 IF APPLICABLE (8"x4) (W/ ORIENTATION (12) ---�_- J FOR (2) 3/4"0 KWIK 80LT TZ EXPANSION __9"Min. E.D.-- I '9" Min. E.D.--J--ANCHORS 0 INTERIOR MULLION 0 (4"%8 I (ORIENTATION Az), m SIDE RAIwuu//L 2D�AND BOX NOT SHOWN FOR CLARITY Ua L--9'Min. E.D. -9' Min. E.D. ---FOR (1) 3/4"0 KWIK BOLT TZ EXPANSION hL IAT ANCHORS 0 END AND INTERIOR MULLIONS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ©&® (ORIF TATION �1 & �'2) AND �, ENS• ' ���� 02015 TILTECO INC. T�I�-1 ORA1v1I er; END MULLION G1 (ORIENTATION #2) =�Q;'•�Ci e I�f a u t I I u S' F.R.L FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS(G�OR G1 "� ��}167 = Rolling Shutter System oaylo/15 SECTIONS W-1 _ O L Err-® IP2C. o•rE — •¢ TILLIT TESTING&ENGINCERINO COMPANY 1626 S.W.EXPERT SHUTTER SERVICES INC. Z A•.:L �{��.�QFJ-,•'�= am Pvea..N.(Jmleii=�.io•�m: (wajei�IfJi T'na PORT ST.UC E,OFL.J 90RE E4 15-071 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION t DRQ -000 PNONE:(eW)]49-9°56•f-(])2)eft-o990 DRAWING No "i '•. 'C Q •'•� EB-0006]19 V/ALTER A.TILLIT Jr.P.E. SCALE: 1/8"= 1" {f!'prrg paQlCpUdtGl "�q FLORAesI6T - vlone '� sN[[T 10 or 2s V o11f11UHI1V11f I+ EDGE IF APPLICABLE 2"xMULL10N DEPTHx1/8" Cont. \\�— \ ALUM. TUBE (TOP & BOTTOM) W/ \�\\ \ \\ r -1/4'0x3/4'ITW BUILDEX TEK SCREWS 7 3/4" `\ \ \ 15/16"0 TAPCONS XL W/ 2 1/4' j W/ I'0 D.x0.060"GALVANIZED STEEL MIN. E.D. 21/6" \ Min. EMBEDMENT 0 24' o.c. / WASHER® 24'o.c. I Min. E.D 1— I EDGE IF APPLICABLE- \ EDGE IF APPLICABLE-, I CONTINUOUS POURED---� I 7 3/4` Min. E.D. T-�. CONCRETE(f c=3 ksi Idn.) I10" ---,- \ I 8"Min.THICK REO'D. _\\_ I 7 3/4" Min. E.D. 2" 2^ 2" END CAP ' --_^. ,N 2^ —~ POURED CONCRETE \ I" ` r 7 3 4' ( I (•c = 3 ksi Min.)— ,\ POURED CONCRETE \ Q. Min.E.D. �'-EO.-rEO. I 8" Min. THICK REO'D. �\ EXTERIOR (f'c = 3 ksi Min.) -'-•� 4-EXTERIOR -`4" I �\ 8" Min. THICK REO'D. I ) EXTERIOR I.` z� GOOR G1 n I I \\2" Gj ORG1 4" I�OR G1 N \ I \ _N F a Q/8 Of I -- -2...�\-• I' 7 3/4Min. E. ` / "IE ._ 2"\ Lin I .L 4'x4'x3 8' or= R/8 Or R R/8 Or j--_ `4'x4"x3/8" (6061-T6 ALLOY) (6061-6 ALLOY) oR41A �� I I T AlANGLE EA. SIDE. z I�8 It Rr�S � EDGE IF APPUCABLE Alum.ANGLE EA SIDE. z o EDGE IF APPLICABLE um. C, EXALL ISTING EXISTING j^Min. I /-O ALSO INSOTALLED UNTED TRAOPPEDMAY MOUNTED SECTION X2-X2 W/(G)OR (G�* ALTERNATIVE SECTION X2-X2 W/(GO OR(W GLASS y i PER SECTION R'-R' ON SHEET 8.) (END & INTERIOR MULLION) (END & INTERIOR MULLION) w \\ \ (W/ ORIENTATION H 1) (W/ ORIENTATION# 2) 4'x6" or 4"x8" Min. E.D 7' L1 1/2"xl 1/2"x0.062"xCONT. ALUM. (6 X4" Or 8'X4') ( ) 7 3/4` -+ ANGLE W/ 1/4"00/4" ITW BUILDEX MIN. E.D. TEK SCREWS 0 24" D.C. TO TUBE. i I I—i_-- 1 1/2" J -II - O——"j�(' ° SIDE RAIL !NOT SHOWN FOR CLARITY j•' CONTINUOUS POURED--_- I I 10.. CONCRETE(rc=3 ksi titin.) I 7- 8" Min.THICK REO'D. I _ I ® �— - i (IYP.10P/BDnDM) I 1 1/2' I 1 1/2' I (1W.TDP/apnoM) . T- 7 3/4" \ �-4'x4"x3/8"x0'-10•'(6061-T6 ALLOY) Alum. ANGLE MIN. E.O. EO-S-EO- EA. SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION ,y1111111111111(ll/lll7 \ & (2) 3/4"0 KWIK BOLT TZ E%PANSION ANCHOR �,a q�R A• Y/ IIy�� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) \ \�\` \\ ���� W/5'Min. EMBEDMENT TO POURED CONCRETE `� •. WALL. (TYP. TOP & BOTTOM). . ;• L1Cf1ys,'•• �'� 02015 TILTECO WC. DRAWN BY: EDGE IF APPLICABLE- F '� N a u t I I us F.R.L. WALL MOUNTING:MULLIONS n OR Rolling Shutter System 04/10/I5 C,7 C. DATE POURED CONCRETE WALL a; �./�\ _ TILUT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. SECTION W-2 = 7Ai'OF f BTe3 Nva MI"mss.esz_.1�,�aG ul�m5_s.InlN 1626 S.W.BILTMORE STREET 15-071 i�A(x• Ip a-moll:ti PORT PORT ST.LUCIE.FL.34984 END&INTERIOR WALL MOUNTED MULLION INSTALLATION F•.�ORIDP••:�`�,,�� EB-0006719 PHONE:(600)749-9056,F-(772)071-0990 DRAWING N9 WALTER A TILLIT Jr.P.E. Box A ,„,y}�IG `x ATE FLORIDA Uc./44167 m $NEEi f 1 pf 2fi SCALE: 1/8'= 1' `E''(Y/•1L 111111 1----9'• Min. E.D:------(-----9" Min. E.D.— FOR (1) 3/4"0 KWIK BOLT T EXPANSION 4" ANCHORS ® END MULLION -2 (ORIENTATIONS #1 & #2). 3'x3'_1/ "2_ _.-.1. (6061-T6 ALLOY) Alum. 9' Min. E.D.— —;3" Min. E.D. FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION ANG3/4L0 THRU IBOLTS TO T 1ANCHORS ® INTERIOR MULLION® - 1 )./2" (ORIENTATION �/2). MULLION�& (1) 3/4"0 I KWIK BOL TZ EXPANSION EDGE OF SLAD' -7 1 .T 7 ILEDC�E OF SLAR ANCHOR W/ 6`Min. 6 APPLICABL�E/II I I'1; 1 1 1I'J, II F AppGCARLE EMBEDMENT TO POURED /// /� _ BOTTOM) (TYP.TOP & 1L4 POURED CONCRETE-](f c = 3 ksi Min.)8" Min. THICK REO'D. n i II EXISTING-"�i i ! 2" 2` class SECTION X3-X3 W1 G? 1 - Min. : or 1 I` G2 (END MULLION ONLY i EXTERIOR 1,�/+—a'—i /i" WORIENTATION j�1) 1 1/2" 4 1 1/1•• N n i i (7••x4•• I i ,I zN l w ¢= y1 o N Q'/8 \ - -- 0'/8 � ii G2 4" EXTERIOR 4ERI " 0 In h I EXTOR o w I —+I G2 ---� x !i 1 /2' 1/1 112- 2" I--3 1/2` 3 1/2` 2 X3 X3 —— T-- / I---7"---� (TYP.TOP/BOTTOM)li ! (TYP.TOP/BOTTOM) Z3'k3"_1/2%W-7"(6061-T6 ALLOY) L3"_3"_1/2"_O'-7"(6061-T6 ALLOY) -E0.-1 -E0. Alum. ANGLE EA. SIDE W/_(2) 3/4"0 Alum.ANGLE EA, SIDE W/ 2) 3/4"o II THRU BOLTS TO MULLION g.&THRU BOLTS TO MULLION 1U & I� POURED CONCRETE (1) 3/4"0 KWIK BOLT TZ EXPANSION (2) 3/4`o KWIK BOLT TZ EXPANSION ^ 3" F(f'c = 3 ksi Min.) ANCHOR W/ 6" Mi.. EMBEDMENT TO ANCHOR W/ 6" Min. EMBEDMENT TO II V---_ • I ( B" Min. THICK REO'D. POURED CONCRETE T TOP & POURED CONCRETE T TOP & Alf t YP• (YP. . J_ ILL, 1 - BOTTOM) BOTTOM) Xj � (END MULLION ONY) (INTERIOR MULLION ONLY EDGE OF SLAB t y; ,,` ' :EDGE OF SLAB ALTERNATIVE SECTIONS X3-X3 W/ G2* . IF APPLICABLEI ly iIF.APPUCABLE (W/ ORIENTATION # 2) j FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION (4"X7") (---9" Min. E.D:---- I ----9" Min. E.D:--- ---ANCHORS ® INTERIOR MULLION (ORIENTATION y2). +111+11+NIIf� ° SIDE RAIL QD AND BOX NOT SHOWN FOR L_— 9" Min. E.D. I-------9- Min. E.D.— -FOR (1) 3/4"0 KWIK BOLT EXPANSION �p� " A'TI((%T��., CLARITY. ANCHORS ® ENO MULLION 1/�i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) (ORIENTATIONS #1 & #'2). `\ F C 2015 TILTELO INC. DMWN BY: FLOOR TO CEILING!TRAPPED MOUNTING:MULLION G7 Na.44167 ': N a u t i I u s i.R.L �(' Rolling Shutter System 04/10/15 SECTION W-3NOCK, IEC®�w�. DATE 0 5 A E F ¢ TILUT TESTING a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. i',P '� ••�` e>53 N.Seu.A.St..Sof.%,w wmp5.n.aline 1625 S.W.OILTMORE STREET y. ••' Q..•• (wfleli-'lniecooaol efo'mI-TVI 15-071 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * Fs..••_ •". •G? ' <ma PORT ST. D56. FL 34984 DRAWING No �� \ \� EB-0006719 PIIOnE:(!W))49-9056.EAK:())2)B)i-0990 [, p 1VALTER A TILLIT J..P.E. SCALE: 1/8 = 1" P.E. SIQ 1 / hVA E FLORIDA Uc.a 44167 Ii ons :¢v SHEET 12 Oi 26 111111 11 ., EDGE IF APPLICABLE 2"xMULLION DEPTHxt/B"Cont. ALUM. TUBE (TOP & BOTTOM) W/ _1/4-0x3/4• ITW BUILDEX TEK SCREWS \ 5/16"0 TAPCONS XL W/ 2 1/4" W/ 1"O.D..0.060'GALVANIZED STEEL 2 1/6" �•, (Min. EMBEDMENT 0 24' D.C. WASHER 0 24"o.c. 7 .3/4" Min. E.0_I_ J—_.. MIN. E.D. � EDGE IF APPLICABLE-) 1/2.. 7 3/4" Min. E.D. G2'—' 2" CONTINUOUS POURED— CONCRETE(1'c=3 ki Min.) f 0" i8"Min. THICK REQ'D. II I POURED CONCRETE \ I (Cc = 3 ksi Min.) I 8" Min. THICK RED'D. �\ i- DQERIOR �-END CAP \\ w1 7 3/4" NOTCH WEB—­>< 2" o. Min. E.D. E0. EO.� I I 4- (TYP. TOP/BOTTOM) _ _ 7 3/4"Min. E.D. 4"x4•.3/8"(6061—T6 ALLOY) F N IFMin I '7Uum. ANGLE EA. SIDE. I r (WALL MOUNTED SHOWN, MAY BE - '—^G1 EXISTING ° I l�ALSO INSTALLED TRAPPED MOUNTED GLASS II I PER SECTION Q'—Q' ON SHEET 8.) EDGE IF APPLICABLE-�• o z �ti i DMIOR K SECTION X4-X4 W/ G2 — N� (END & INTERIOR MULLION 1. ® I ® (W/ ORIENTATION # 2) � Q./8 I Q1/8 (4"0") � �N ♦. ♦ 1/16•\ ♦\�\�\\ I Min. E.D 1 7/2"x1 1/2'x0.062"xCONT. ALUM. a SIDE RAIL n NOT SHOWN FOR CLARITY 7 3/4' -- -" jl- ANGLE W/ 1/4"0x3/4" ITW BUILDEX E MIN. E.D. \ I I_TEK SCREWS ® 24" o.c. TO TUBE. !J —^ I 1 1/2' 7• CONTINUOUS POURED-----. I 10' CONCRETE(Fc=3 ksi Min.) ♦\ I I 8"Min. THICK REO'D. I 7" \ I I I \ I X4 X4 (flP.TOP/BOTTOM) i 1 1/2` - -� I —T 1 I/2" (TYP.70P/BO7TOtA) 7 3/4' \ MIN. E.D. '\- 4 ' A EO EO-- � SIDE W/ (2) 3/4 0THRU BOLTS TO MU UONlttttltlr(C(�//'i'' A. T! f \ q^_� & (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR T FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ♦ \• \\\\\\ \` \� W/ S` Min. EMBEDMENT TO POURED CONCRETE �,�•. •.S�c% 02015 TILTECO INC. ry + DRAWN BY: EDGE IF APPLICABLE WALL. (NP. TOP & BOTTOM). z` ;•• '' _ N U U l I I us F.R.L No.44167—T r n Rolling Shutter System oa/10/1s WALL MOUNTING:MULLION �? -'�c�>: POURED CONCRETE WALL - � ® � ° DATE -��--��• EXPERT SHUTTER SERVICES INC. T TICCIT TESTING h ENGINEERING COMPANY SECTION W-4 -S T7 � :��`_,"..' ��ii' .ie:_(x�jenslsitvlse 1626 S.W.BILTeIORE STREET 1$-071 $��•..F[ R10P•.��`��� e-mail:Nlt—Oaol.com PORT 4T.LUCIE. II: 34964 DRAWING No END&INTERIOR WALL MOUNTED MULLION INSTALLATION EB-0006719 PNONtt':e(800)749-9�9R6.F (]]21 D]1-0990 —� `` WALTER 0...c.# Jr.P.E. P.E. ,n FLORIDA Ue. 44167 - V�o/n SHEET 13 OF 26 ' SCALE: 1/8"_ /' q �� N\`� r 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#2,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2:ENTER TO CHARTS (Ia, Ib & Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 1/2" BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p.s.f.);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L"ft. 2.ENTER SCHEDULES 1 a THRU 2c ON SHEETS 24,25&26 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12',8'OR 7'), AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(G,@),(G-2&�(3),MULLION TYPE& • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. MULLION ORIENTATION. 3.SEE SHEETS 10,10A,11,11A,12.12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT o FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING(TRA�EDOR ALL MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE(( � LmAx: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 WIO 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 W1 A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING 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 1 a THRU 2c ON SHEETS 24,25&26 W/A.S.D.DESIGN PRESSURE RATING: 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,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(�I,©,G( &S), MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM S.SEE SHEETS 10,1DA,11,11A,12,12A.13&13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). BORT AOM FOR FLOOR TO CEI INGLT@5 RAPPE&D�;WALL MOUNTINGS OF MULLIONS INTO CONCRETE 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS " PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. WOOD FRAME STRUCTURES. A```"�a�pg11111Nprryy' . ^°i- FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) \U NS•S 'ic •,TT'' O 2015 TIUECO INC. DRAWN BY: Nautilus F.R.L. G 1-67z=�� = ] } Rolling Shutter System 04/10/15 .: (moi—A4 [_—_ * I'I[I�C®I F1 C. DATE i A••�`/ JIRi �I`T—'' TILLIT TESTING& ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. (V aa»BmN.Jam. ,. oe.NAcwu Cwn0+5,n.-M, 1626 S.W.BILTdORE STREET (7oe`ieii-1'aa9. o.,ryoelml-1111PORT 15-071 '•��D' FCO34954 RIOP•'���` une a-moll:Dllcce09el.— —C'ISM)749-9DSGE•rn%(T 2)871-D9oa DRAWING No °� /C'••,• EBUR-0006719 WALTER A.IILJr,P.G P,E:° rI •, ,�lTE FLORIDA Ue./44167 - 1/zona N SHEET 14 Or 26 SLAT PERFORMANCE CHARTS Ia, Ib. Ib' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.0,PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O CHART Ia CHART Ib CHART Iba CHART IC USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D.LOAD 3/8"0 KWIK BOLT 3 ANCHOR 5/16"a TAPCON XL ANCHOR 5/16"m TAPCON XL ANCHOR USE MAXIMUM POSNNE A.S.D.LOAD VALUE POURED CONCRETE TO POURED CONCRETE TO CROUP FILLED CELL CONCRETE BLOCK MAX• MAX. SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS A.S.D. '(.MAX.' (FT) "LMAX,' (FT) "LMA)(.' (FT) MEASURED TO BACK OF SLAT(in) DESIGN RESSUR WALL TRAPPED BUILD-OUT BUIL-OUT WALL TRAPPED BUlu1-our BUILD-our WALL TRAPPED BUIL-our BUILD-our W/0 STORM BARS W/STORM BARS MOUNT MOUNT UMW MOUNT W/E MOUNT MOUNT M UNf MOUNT W E MOUNT MOUNT M NT RATING & ,F?,& /© g MOUNT W/@ SEE NOr6 i+ SEE NOTE]k SEE NOTES SEE NOTES�k SEE NOTES b SEE NOTE%. SEE NODS]I+ SEE NOTES# SEE NOTE]k SEE NOTES]k 1 SFE NOTES ND ZON WIND ZONE ND ZON WIND ZONE SEE NOTES 1-3 4 1-3 4 30.0 20'-0' 15'-4" 20'-0" 20'-0" 20'-D' 15'-4" 20'-0" 18'-0' --20'-0' 15'-4" 18'-0" 15'-6" 1` 14 1/2" 6" 7" 20'-0' 15'-3' 20'-0` 18'-0" 20'-0' 15'-0" 19'-0" 16'-3" 20' 15'-0" 16'-3' 14'-0 1` 14 1/2' 6" 7" _ 40.0 20'-0" 15'-2' 19'-7" 16'-6" 20'-0" 14'-5" _ 77•_4•• 14'-10" _10'-11 14'-5" 14'-10" 12'-9` 1' 14 1/2' 6" 7" 45.0 20'-0'- 15'-0" _ 18'-0" �15'-3 20'-0` 14'-2` _16'-0" 13'-9" 17'-4" 1_4'-2" 13'-9` 12•_O-- 1' 141/2' 6•• -- 7• 50.0 20'-0" 14'-10' 16'-9' 14'-2" 19'-1` 13'-1" 14'-10` 12'-10" 16'-2" 13'-1" 12'-9' I1'-0' 1' 14 1/2' 6' _ 7" 55.0 20'-0" 14'-8' 15'-8" 13'-4" -17'-9"- 12'-4" 13'-11" 12'-T" 75'-0' 12'-4' 12'-0 10'-6" i' 14 1/2" 6" 7" 60.0 19'-5' 13'-9" 14'-9' 12'-7" 16'-9` 11'-B' 13'-2' 11'-5" 14'-2" 11'-8" 11'-4' 1D'-0' 1' 14 1/2' 6" 7" ._...._____._ .__. _. _.. _-_. ___.___.____. __._0___ __. 65.0 18'-4" 12'-11' 13'-11' I V-11' 15'-9' 11'-0" 12'-5" 10'-11" 13'-4" 11'-0" 7p'-7p• 96" 1` 14" 6" 7" _ _70.0_ 1T-4_ _12_1 _ ..._13•_3„ il'-4=_ 75•-0=__ 10'-6__ 11'-1p" 10'-4= _ 12'-9" 10'-6" 10'-4" 9'-O" 1' 13 1/2" 6" 7" 75.0 IES'-6` 11'-7" 12'-7' 10'-10" 14'-3" 10'-0" 11'-4' W-11' 12'-0" 10'-0' 9'-10" 8'-10' 113 1/2' 6" 7" 60.0 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•-O• _9'-3"_- ip'-5` 9'-3" 71'-2` _9'-3" _ 9'-0" 8'-3' )' 13• 6• 7^ 90.0 14'-2" 10'-1' 11'-2' 9'-6' 12'-6" 8'-10' ___L_'-I" W-11' -12 1/2" 6" -- T 95.0 13'-5" 9'-8" 10'-9" W-4' 12'-0" 8'-5" - 9'-9'_ 8'-7" _ 10'-4" 8'-5" 8'-6' 7'-9" 1. 12 1/2" - 6'-- 7' 100.0 -12'-9" 9'-4" 10'-5"_ W-1' 11'-g' 8'-4" _9'-5'_ 8•_4" 10•_0•- 1'-4" _._._.-8,-3�-�•_6--- 1• _12--_6- 7•- 105.0 12'-2" 9'-0' _ 10'-1 8'-9' 11'-3" 8'-0' 9'-2" 8'-2" _ 9'-8' 8'-0` 8'-0'- 7'-4" -1---11 1/2' 6^ -- 7' 110.0 11'-7' 8'-8" 8'-6' -10'-11` 7'-10" 8'-10 7'-11' 9'-3' 7'-10'--7'-9" 7'-2' _ 1" 11 1/2' 6"-- 7-- 115.0 11'-1" 8'-5" 9'-6' 8'-4' - 10'-7' -7'-8" B'-8' 7'-8" -9'-0" 7'-8"-- 7'-8' - 7'-0'-- 1' i l 1/2' 6" 7 120.0 EO'-8" 8'-1" 9'-3" 8'-2" 10'-3" 7'-5" 8'-5" 7'-6" 8'-11" 7'-5" 7'-5' 6'-10" 1" 11" 6' 7' 125.0 70,_2"- 7._9._._ -9,-0. 7,-11" 10._0"-- 7-2 8'-2" 7'-4' ._...8-8 7-2•, _7,-3" 6_8"- 1" _11.- 6" 7- 130.0 W-10" _ 7'-6"_ 8'-9' 7'-9" _ 9'-9^ 7'-0' 8'-0^ 7'-2" 8'-5" 7'-0" __7'-2 6'-6 _ 1 10 7/2'- 6` -7' 135.0 _9'-5" 7'-2' 8'-6" 7'-7' _9'-6'- 6'-10" 7'-10" 7'-1" 8'-2" 6'-10" 7'-0" 6'-5" 1' 10 1/2' 6- 7" 140.0 - W-1" 6'-11' - 8'-4` 7'-5` - 9'-1' -_ T-B' 6•_11" 8'-0" - W-10" _._6'-4" - 1' 10 1/2'--6--._7• -2" 7-3" 8-10° ___ 7-6' -- -j'_1p•• ___ - ._ _ 1" 10' -6' 7" -___- 150.0 7,_2• W-6" - 7'-4" - 7•_g" _ _ _ 1" 10° 6' 7,• --3" ..__...._-_.._-._-..__.,.__._-_ .__- 155.0 8'-3" - 7'-10" 7'-0" 8'-3" - 7'-2' 7'_7^ _ _ _ 1" 10' 6' 7" 160.0 8'-0" - 7'-8' 6'-10" - 8'-0' - - 7,_1- 7•_5�----_- --- 1" 10" 6" 7` NOTES: 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT AN SPANNCHOR AND ASDCING IS DESIGN APRESSUREFOR THE RATING. CORRESPONDING SLAT `, A1771L111171 H1JrJ777 , ,�A�a a:r/�I/ , ••. l FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH ���; �CENS •;• '; 02015 TILTEDO INC. 3/8-0 KWIK BOLT 3 ANCHOR OR 5/16'o TAPCON XL ANCHOR, INTO _ N Q U t I I U S DR`WN POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR ____j No.44167 yp � Rolling Shutter System o4 1D+5 WITH 1/4"0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR (�'®1q0, DATE WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. TILLIT TESTING& ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. Z A'•;�� A� F,._ jV�� ava xm�]su, 1626 S.W.BILTMORE STREET V :(]m19]I-Is]G.rm:(]esk)I-IJJI 15-071 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE �•'. a� `, , PORT ST.LUCIE.rL.34984 F P,: v`��� -moil:fillecomcol.com PHONE:(8001 T49-9056,TAC:(772)6)I-0990 Q CO 10 DRAWING No DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. '. .<'•'•., \ EB-0006719 WALTER A.TILLIT Jr,P,E. P.E'//f r,f� �J a, CE FLORIDA Llc.I <4167 - /�/:s SHEET 15 Or 26 MAX.ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE W/3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S,D. DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT MAK A.S.D. SLAT SPAN RANGE DESIGN PRESSURE RATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't GE(Pa.Q s 30.0 g" g• 9" 91, 9" - 9" g" 9- >31-40 g^ 9"`- g.. 9.. 9..' -—9.. --9,- 8""--- >41-60 9" 9" —9" _ 9" 9" _ 9" _7" 5 5/8" >61-80 g"--- g^ 9" —- 9" 9" 8" 5 5/8" 5 5/8".— /8 SLAT t NOTE, N _1 MAX. SLAT SPAN FOR R A2013-1os g6 15 5/8" SPA 2106-120 g" g^ g" g^ - � �D GIVEN AS,D. DESIGN _ PRESSURE RATING SHALL>121-140 g" — 9" 8. 78NF(ER EXCEED MAX. SA T >141-160 g" s^ - s' _ i" i" SPAN INDICATED ON SLAT SLAT SPAN DEFINITION PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. MAX.A.S. DESIGN • SLAT SPAN RANGE PRESSURE RATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RANGE(p.e. s 30.0 g" g" g.. 9" >31-40 g" g" g,. g,. >41-60 g" 9. 9. g,. g�, g�� 7 1/2" >106 120 -9„-- 9" - 9"---- 8 1�2— - 8--— _ --- _ - --_-- >121-140 - >141-160 BUILDOUT MOUNT MAX.A.S.D. SLAT SPAN RANGE DESIGN PRESSURE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RATING( '.� EO C ® � O CE) O (�) @ Q ® E e Q S 30.0 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9„ 9' g" 9" g" *7" 7 3/4„ 7" 7" 5 5/8" — >31-40 9" 9" 9^ 9" ---g.. 9. g" g^ g., g.. g.. 9" g.. g.. g" g" g" 9,. 6., 5/8�. 5 5/8" 5 5/8-->41-60 g.1 g" g.. g g.1 —gam g.1g.. g,. g.. g1. g,, .. .. g.. 1/2" 7 1/2" 6�. 5 5/8' 5 5/8" 5 5/8"---— -- >61-80 9" 9' g.. " 9" g. g. g" g" -g^ g" g. g. g^ 7"_ 5 5/8" 5 5/8" 5 5/8" ->81-105 9" g" 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-,20 9" 9" _ 9" 9" 9" 9" 9" 9" 8" 8" 8" 6 1/2" 6" 6" 5 5/8" 5 5/8" 5 5/8" _—>t2,-,ao g" g" g" gg" 7 1/2" 8" 8" 6 1/2" 8" 8" 6" 5 5/8" 5 5/8" 5 5/8" _>141-1so 9^ 9" g" g" g" 6" 7" 7" 5 5/8'" 6 3/4" 6 3/4"5 5/B" 5 5/8' S5/8 _ _ \\\\\ltwpu!r�ppf�fi'' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) \Qy ••••,• ✓� O 2015 TILTECO INC. WNputilus DRAWN BY: �CENS F.R.L. IN Rolling Shutter System 04710/15 ® O EXPERT SHUTTER SERVICES INC. GATE TEL T TESTING h ENGINEERING CIY� ERINGCCOMPANY 'O•• ST7YI C�•.(— �•� NSS w.w'.Jwn.n.s..w.l. 1526 S.W.01 MORE STREET r rna.:amlen_Isw.G.:poiu,l-lii v'4 15-071 .,(f •t�f/ a-mail:-0006719l,com PORT ST.LUC056, FL.34984 "r r•''. �` P �/ EB-0006719 PHONE(600)>.9-8056,EPJt:(!)])0>,-0990 OR4WINO No WALTER A.TILLR Jr,P.E. SKiNA ` FLORIDA U4./41167 .f,oA) av SHEET 16 OF 26 J \ fffllflllll lltlllt MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE,W/5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE t WALL MOUNT IMa1(SW. SLAT SPAN RANGE RANGE(P51)DESM P" N —7-7711 '-a't > 4'-5't > s'-s't > 6'-7't > 7'—g'i > 9'-12't > 12'-1s't > 16'-20't WINO 8" 8" 8" B" 7 1/2" 5 1/2" >31-40 g" B" 6.. 4" >41-60 g" 8^ 8" B" 8" 6" 4" 3 3/4" NOTE: >s1-so B. g"— -g^ - - g^ 7^-- 4 1/2" —3 3/a" --- t MAX. SLAT SPAN FOR A >61-los g" 8 8" 6 1/2" 55_— 3 3/4" 3 3/4" 1 ;—SPAN— GIVEN A.S.D. DESIGN LOAD >106-120 8" 8" B" 5 1/2" _ 4 1/2"_ 3 3/4" _ _ SHALL>NMR EXCEED MAX- >121-140 SLAT SPAN INDICATED ON _ 8" _ 7 1/2"_ 6"_ 4 1/2_ __ ____ SLAT PERFORMANCE CHART >141-160 8' 6" 5 4" 4" _ - - ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT uA SLAT SPAN RANGE DESIGN PA 0'-4't > 4'-s't > 5'-6't > 6'-7't RA > 7'-9't > 9'-12't > 12'-16't > 16'-20't Rt( RANGE(g() s 30.0 6" 6" -- 6" 6" 6" - 6" - 6" —5 1/2" — — - -- --—-- -- >31-40 —_-6" 6" 6.• 6" 6" 6" 5 1/2" 4 1/2" >41-60 —6"....------6-- 6 6,: 6.. 5 1/2" 4" 4.. >61-80 6" 6" 6" 4" 4" >81-105 - 6" — 6-----6" -- 6 .4 3/4" 3 3/4" 3 3/4` ---- >106-120 g" g^ 6" - 5" q,. - >121-140 ---6" -- 6" _ 5 3/4a-----4"-- 3 — - >141-160 6" 6" 5" 3 3/4" 3 3/4" -- - BUILD-OUT MOUNT BALS.ou SLAT SPAN RANGE DEM 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't � > 12'-16't > 16'-20't N.wGE(pd O � 0 ® 0 0 ® Q ® E `J \J @ O S 30.0 6 - 6" 6" _ 6" 6` 6" 6= 6" 6" _ 6" 6" 6 6" _ 6" 6" _ 6" __6" 6" 5 1/2" 5 1/2" 4 1/2"_ 4" 4" 3 3/4" >31-40 6" 6" 6" 6" 6" 6" 6" 6' 6" 6" 6" 6" 6" 6" _6" 6" 6" 5" 4" 4" 3 3/4` 3 3/4" 3 3/4" 3 3/4" >a1-6o 6" 6" 6" 6" 6" 6" 6" 6" 6= 6" 6" 6" 6" 6" 6" 4" 4" 3 3/4" 3 3/4" 3 3/4" 3 3/4" - - - >61-80 6" 6" 6" 6" 6" 6" 6" _6" 5 1/2" 6" 6" 5" 5" 5" 4" 3 3/4" 3 3/4" - 3 3/4" 3 3/4"- - - >81-t05 6" 6" 6" 6" 6" 6" 6" 6" 5 3/4" 4 1/2" 4 1/2" 3 3/4_'3 3/4" 3 3/4" 3 3/4" 3 3/4" 3 3/4" ------- - -E--i/2` -- - - _ --- - >106-120 6" 6" 6" 6" 6" 5 3/4" 5 3/4" 4 1/2" 4 1/2" 4 1/2" 3 3/4"3 3/4" 3 3/4" 3_3_/4" _ - >I21-140 6" 6" 6" 5" 5" _ 4" 4 3/4" 4 3/4" 3 3/4"4 1/2" 4 1/2"F3 3/4"3 3/4" 3 3/4" - - - - - - - - - >141-160 6" S. 5"-- 4 1/2" 4 1/2" 3 3/4' 4" 4" —. 4" 4" - 3 3/4'13 3/4'.- ------__-- -- \\N11g1111lllll FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) azols nLTEDo INC. S DRAWN BY: & Nautilu E.R.L Rolling Shutter System 0./10/15 ND-'I a�_VT —:.H=- .- Lb Y� ®I{�G. DATC TILLIT TESTING k ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 1626 S.W.BIUMORE STREET STATEr .:(5o5)ar1-ISso.r..:(5m7en-1s)1 PORE Sr.LUGE,R.J4984 1 5-071 0 ar r e-x,99:ti t... m,�°n DRAm"c Nu A•'' EB-0006719 PHONE:(00))749-9055,1A;(772)1371-0990 P WALTER A.TILL"Jr P.C. (`.QATE Ft. Uc.d Aq 167 .no/:r m SHEET 17 Or 26 rllll/lllllllllllllll\\ MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE,W/5/16"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT KA A.S.D. SLAT SPANRANGE, DESIGN PRESSURE RATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9' > 9'-12't > 12'-16't > 16'-20't RANG ..f.) 30.0 g'. g 8" 6,, 4 1/2" >31-40 g" g,. — 8"--- g..-- --7" 4 1/2., --_-- >41-60 8" 8" 8" B" 8" 4 1%2" — — — — 1'NOTE: -- —----- --- >st—eo g' g^ 7 1 --- ---—— — 7.. 5 1/2" - - - A MAX. SLAT SPAN FOR >et—tos g^ g^ L4- 1/2" 5" 4"_--- _ _ —_ — I---SPAN-- y GIVEN A.S.D. DESIGN -- PRESSURE RATING SHALL >106-120 ____ _ —__— _—. �� R EXCEED MAX. SLAT >t2t-140 8" 6" 5" _— — __— _-- -----_ _ SPAN INDICATED ON SLAT >141-160 7• 5^ _ PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT MAX A.S•D. SLAT SPAN RANGE DESIGN PRESSURE RATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RANGE(p.s.i.) S 30.0 6" 6" 6" 6" 6" 6" 6" >31-40 6" 6" 4 1/2" - >41-60 6- -- 6" 6 — -6.- —6..- 4/Z" ----- >s1-eo --6" ---r. - 6. 4 -- >81-105 6" 6" 4 1/2" 4 1/2" -- - >106-120 6" 6" 4" 4 1/2">121-140 6" 5" 4 1/2" 3 3/4" ->1a1-160 6. 5.. 4__-_51/2" 4,. -- -- - -- ----'--- BUILD-OUT MOUNT MAX.A.S.D. SLAT SPAN RANGE DESIGN PRESSURE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9''-12't > 12'-16't > 16'-20't RANRATINGp...f.) EO 0 �J OE LJ E EEO l9 O EO O EO (p O s 30.0 6" 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 6 6. 6. 6. 6 6' 6" 6" 6" 6" 6" 6" 6" 6" 6" 5 1/2" 5" 4" - _ 4" - - - - >41-60 6" 6" 6" _ 6" 6" 6" 5 1/2" 5 1/2" 6" 6" 6" 6" 6" 5 1/2" 4 1/2'� - - - - 3 3/4"- -- --- - >61-80 6" 6" 6" 6" 6" 5 1/2 5 1/2" 5 1/2" 4 1/2' 5" 5" —4" 4• 4" - -- _ _ - 3 3/4" - - - - >81-105 6" 6" 6" 6" 6" 5 1/2" 5 1/2" 5 1/2" 4 1/2 3 3/4" 3 3/4" - >106-120 6" 6" 6" 15 1/2" 51/2. 4 1/2" 4 1/2" 4 1/2" 3 3/4' >72t-ta0 6,. g„ 5 1 2 4., q., _ 3 3/4., 3 3/4,. - - - - - - - - - - - >141-160 5" 5" 4" 1 Ll FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) -�``�Q•,•''��CENSF•'•. I 62015 TILTECO INC. Nautilus DRAWN BY: '� F.R.L. 1t'�Ir34-�'�`�-,•1 Rolling Shutter System o./lo/1s (� *+ ® 1w`' EXPERT SHUTTER SERVICES INC. DATE *" - 7" E�F ;'�= TILUT TESTING h ENGINEERING COMPANY ues x. �I_ I.. ,xxwos eaxo[S.n.aalaa 1626 S,ay.BILTMORE STREET �J "nm.c p 3�eQ I-Isioc r".:{Jw)erl-Ia)I PORT ST.LUCIE.FL.34986 15-D71 ��i��(J,''••Fi0R10P.����`'���` EB-0006719 PHONE:(8001].9-90%.FAk:(»2)e]e-0990 DRAWING No WALTER A iILIR Jr.P.E. P.E. L' �Fi7fJaR"E S3 RORIDA Lic. SNEET IB or 26 sl SCHEDULE VC: Vx FORCES (Lb/FT)&Vy FORCES (Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM as.o. SLAT SPAN RANGE DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (psf) Vx Vy Vx I Vy Vx Vy Vx Vy Vx I vy, Vx Vy Vx Vy Vx Vy <- 30.0 r 16 6 _ 10 - 75 165 90 238 105_ 421 13 594 —180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290 150 794 180 509 210 708_ 270_ 1266 360 1962 480 2553 582 >61-80 10 160 616 _200 767- 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 - - >106-120 313 240 728 300 881 360 1345 420 1587_ 540 2112 640 - - - - >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 - - - - >141-160 781 1 320 1186 1 400 1 1322 1 480 1 1873 1 560 1740 1 640 - - - - - - SLAT_ r—SPAN -' NOTE: SLAT SPAN DEFINITION IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEET FOR Vx 8 Vy VALUES. Vy SIDE RAIL VX FLORIDA BUILDING r-CODE{(Non High Velocity Hurricane Zone) CIE ''s ozols nLTEcOINc. N Q U L I I U S DRAWN BFAL T: "'4 Rolling Shutter System 04/10/15 -� � W�'♦.S V»®ABB C. GATE w .'"'� TILLIT TESTING h ENGINEERING CONPANT EXPERT SHUTTER SERVICES INC. 1'AI�'3r. .LL2 6)!s .)m,51..s.,—ru.nr4a au+ma.n.u— 1626 S.W.BILTMORE STREET ; '•,.. S �`` a.:pas7wl-1s5o.rw:POs)D71-1691 PORT ST.LUCIE.FL.54994 _ FLOR��P-0 a EEB-0006719 cam pHar�E:(900)749-9956.rAX:(772)e71-0999 DRAWING No WALTER A TILUT Jr.PX o.rt f�4A// fAnNA1V1'Q/(�1-E FLORIDA Lic.a 44167 .Wane SHEET 19 Oi 26 1IUI IIIV 1' ' SLAT PERFORMANCE CHART Ibl & ICI: (ONLY VALID FOR 112'SLIP) SLAT PERFORMANCE CHART IIbl & IIC1: (ONLY VALID FOR 1/4"SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE,A.S.D.DESIGN LOAD(D.S.0,SLAT SLIP 1/8"AND FOR A GIVEN MAXIMUM AS.O.DESIGN PRESSURE RATING(p.s.0 AND SHUTTER MOUNT CONDITION FOR FOR A GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING UP..0 AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOD FRAMES WALLS W/2'x4"STUDS INSTALLATIONS W/0 STORM BARS PER DETAIL 2 BELOW INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW AS PER LIMITATIONS ON DETAIL 1 CHART Ib1 U E1� CHART ICJ CHART IIbI UsHbi� CHART LICI �� RSL UsE=%IMIWE XM � MAX.SLAT SPAN N•SLAT REQUIRED MIN SEPARATION 16E I11tl911B YAE17E BET(hIIl PDRIAE A79 L'TTATNE ASA IDID 175E BW.NUJ VAILE BETWEEN PDSIINE 119 IBBOIYE A.S.D.IDAD NA7(IMI7N SPAN TO GLASS MESURED TO USE MAXIMUM POSE ASD. USE NN(IMIIM POSITIVE A.S.D. A.S.D. "I.AN1L"(ft) IJmN,'(FT) BACK OF SLAT in 5116.0 TAPCON XL ANCHOR WOOD GRADE DESIGN W/O STORM BARS 5/16'0 TAPCON XL ANCHOR MIN. SLAT IMAM VASE MIN. SLAT LOAD POSE w1IL BUM-ovr uuu.mw•E SPAN SPAN RATING MOUNT MOUJj[W R11D- 1�2J WIND ZONES WIND ZONE MAX.SLAT SPAN `CHIN.' REQUIRED MIN.SEPARATION ID CLASS LIA%7EIUM REQUIRED MAX.SLAT SPAN `CHIN.' REDUIRED LON.SEPARATION TO GLASS (vat) uE Nola (Sa NWDs / A 1-3 4 �,pUM "LMAX.' (it) ((t) MESURED TO BACK OF SLAT(in) A.S.D. "LMAX.' ((t) (ft) MFSURED TO BACK OF SUIT(in) SOUTHERN PINE 82(G=0.55) 60, a'-s" a'-s' DESIGN WALL OUM-oUr RNID-OUT TAYL TRAM WIC STORM BARS PRESSURE WALL BInLD-our BUun-OUT WAu.TI- W/O STORM BARS PRATING MOUNT w/ W/ °9u9D-Gur / RATING MOUNT MO w/ Mot�w/ A GUTn-aur DOUGUS-FIR-SOUTH(G=0.46) 60 a'-5` a'-5- 0'-0' 1' S 1/z` RATING -��s3/ WIND ZONES WIND ZONE (PaO � '€3 WIND ZONES WIND ZONE - (Fe1) (SEE NOBSA) (6EL NOTES A) (SEE Nolle) " 6 1-3 4 (SEE NOTIM (SEE NOBS 4) (5(E holes A) a /-3 a SPRUCE PINE-FlR-SOH(G=0.36 60 a'-s'� rola 30.0° .., 10'-0' 10'-0' 10'-o' 8'-1" 1' 8 1/2' 30._O* 8'-3' 8'-3' e'-3' 7'-7" 35.0°• 10.-0` 10'-0. .._.10'-0. 7'-9` _�_._.--_9 1/2' 35.0•• . 7,_9 7,_9. _ 7'-9• 7--3- t_ -.8 1/8- 40.0 O° 10'-0' .. 10'_0. 10'_D" --7'_5. �. 8 ,/2• 40.0°� 7'_7. 7'_7- -7-_7T-�._�..-- 1:-- 8 1/D. 45.0°" lo'-0 -10'-0• 10,-0• 7'-2' 1' - 8 1/I Z' 45.0'•° 7'-4' 7'-4' 7'-4' 6'-9` 1' 8 I/B"- o Y!/ 50.0••° -10'-0' 10•-O" 10'-0` 7'-D" t" 8 1/2` - 50.0"• -.7'-3' -_7'-3• 7'-3' _ 6'-6" --1'---8 1/e- //%% /,"///.� 55.0••• 10'-0- 10'-0"- 10'-0" 6'-9' 1" B 1/2" 55.0°•° 7'-3' 7'-3' - 7;::' 6'-M1" 1' 8 1/8=, 60.0 Ot° 10,-0' 10'-0' 10'-0' 6'-9" 1' 8 l 2' GD.O•tO 7'-3" 7'-3` 7'-3' 6'-2" 1' B 1 8" ----- T ------- -- ---( SLAT PERFORMANCE CHART III/: (ONLY VALID FOR 1/8"SLIP) SLAT PERFORMANCE CHART IV:(LESS THAN 1/8"SLIP) I rt r j SPAN FOR A GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(p.sQ AND SHUTTER MOUNT CONDITION FOR FOR A GIVEN A.S.D.DESIGN LOAD Un-0.SHUTTER MOUNT CONDITION INCLUDING s INSTALLATIONS W/0 STORM BARS PER DETAIL 2 BELOW ANCHOR TYPE AND FOR INSTALLATIONS WO STORM BARS PER DETAIL 2 BELOW USE A/ I .y a SLAT SPAN DEFINITION CHART IIIb I nrbl CHART IIIC 1 5116„D TAPCON XL ANCHOR i 'I 'I ; USE EW7fCI==VIDIE 11ETwFD1 F091T'E A19)NEGATIVE ASA IDM TOR 1 USE NIPAMUM POSUNE A.S.D. USE MAXIMUM VASE HEIIYEI?R POStI1VE USE MAXIMUM 'xNl uoWR A I LOAD VALUE AND NEGATIVE A.S.D.LOAD A.S.D.LOAD VALUE P-S'roR •i 5/16'0 TAPCON XL ANCHOR MIN.SLAT- SPAN AU%.SLAT MIN.SLAT Y0 NIM.SEPARATION I i:INl OiDm+G l i MAX.SLAT SPAN 'LMIN. SPAN SPAN To fi�ALS�I.vl1¢D To REMESU 1 HMR. BACK OF TO(in)GLA ( ) \\\ \\\\\\\\\\ /2'PLYWOOD AND MwDl2uM .�.(F7) (1t) ME5URED 1•D HACK OF STAT(in) DESIGN "LMAX.'(Fr) 'CHIN.'(FT) 11A0(of sur 6") �, 1 A.S.O. WR11 BUILD BUM-Our Y/ACI,TRAPPED 1'fA11,D-OVTD (z)2'.a•WOOD STUDS PARE W/0 STORM BARS LOAD ti BUM-our A BInLD-otrt W/0 STORM BARS "Yn (TVP.EAC, SIDE.BEYOND)1 RATING NWM Awd W/ V�W/ (Psf) Nr MUM JP(( 1€2J MMU BMM WIND ZONES WIND ZONE A 'Er.(6 ND ZONEWIND ZONE (V°7) (SEE-o-6) (SEE N01a A) (SEE NOTES A) - A 1-3 4 sEE Nora A sa Nma A 1-3 4 DETAIL 1 (ELEVATION) 30.0• 7'-6' 7'-61 7'-6` V-7" 1` 8 1/8' 30.0° 6'-6' 35.0^�-- 7•-2" 7,-2' 7'-2' 6'-4' 1' 8 I/8"-_ 35.0 _6'-3• 40.0°°-6._9--_8.-9.. 6_9: 6:- ,. 8_,�8..--_ 40.0'° 6'-0" 4,NOTE`2; 45.0•f° 6'-8" 6'-8• 6'-8" 5'-1I_ t' _8_t/8" 45.0°� 5'-10' 0'-O' i' S• 50.0••• 6'-5` 6'-5_ 6'-5- 5'-9' t" 8 1/e' 50,0••• 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 55.0•P° _6'-3` 6'-3' V-}' S'-7' 1` 8 t/e' 55.0°•D 5'-7' ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 60.0°iO 6'-1" 6'-I" 6'-1' S'-5' 1' .8 1 8` 80.0'w° 5'-5' IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. " Y!7 MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t: WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH /�/i /�// /> SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF _____ •VAUD FOR W G3AS-+lR-SOUTH(G=0.46) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER ---__.._----------------------' . '-------• ------------------------- SPRUCE SIDE OF OPENING SHALL BE 33 I SOUIFQdJ R)R"c 2(G=055) sur SPRUCE PINE-FlR-3M(C-0.36) _ SPAN ' i � •*VAllD FUR DOUGLAS-flR-'.,OUDi(0=0.46) SOUEION PINE Q2(G=0.55) I ' i i •«VALID FOR MAHON PIIS N2(G-0.55) i i I3 SLAT SPAN DEFINITION FOR to-1 MouNT A ;: } P i AIA 41 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 10'-0'TOR Bl11LD-11L O 2015 BLTECO INC. DRAWN BY: WW. PENING�WIORi I ^ ' v i INSTALLATION INTO WOOD FRAME STRUCTURES `SST ��GENSFp��J'=- (L F�y� I vllinag Shuttlr System 04/10/75 L 7- `•�- �LS Cv 164®IR1e. DAT ---T = TILUT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. .11 N.*.acw Sj.s1a.Jm.vmc°w vimws.n.salve 1626 S.W.BILTMORE STREET L\\�\� \\lkw 1/2"PLYWOOD AND - - .".: . e.:( )srl-Issl PORT ST.LUCIE,FL.34984 )5-071 ,.Y!7 (2)2"46•WOOD STUDS •• STATE OF ;��� °_ma9:6Rece®9°Lc°m DRAWING N° EB-0006719 PNONE:(900)]ASL-9058.rN:M]2)B]I-0990 (1YP.I"SIDE,BEYOND)} +�pp. £�--��q`O�••`��: W7EFLORIDA L(ILLI 66167E - Vmne 1 SNEET'20 OF 26 DETAIL 2(ELEVATION) �'v, 6ny.51);NAr �ITenJnunaa4AAAA MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE, WOOD GRADE A.S.D. DESIGN LOAD(psf)AND SLAT SPAN RANGE WALL MOUNT&BUILD-OUT MOUNT TO 2"x4"WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) YAnuuu SLAT SPAN RANGE 'S.D.DESIGN SLAT SPAN RANGE AS D.OPSIGII WOOD GRADE PRESSURE * WOOD GRADE mmG RANNGE RATING RANGE 0'to 4`>4 to 5 >5 be 5 >5 to 7;>7 to 9''>9'to 10" 5 30.0 6"_ s 30.0 6" 6" 6" 6" 6" 6" ------------ SOUTHERN PINE #2 S0 6" SOUTHERN PINE #2 40 66__ 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 PINE—FIR—SOUTH s 30.0 6' SPRUCE PINE—FIR—SOUTH s 30.0 6" 6.. 6" 6" 6" 5 1/a" G=0.36 G=0.36 BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) uwauuu SLAT SPAN RANGE AS.O.DESIGN WOOD GRADE RA;RESSUR GE o'-4'' >4'-5' >5'-6'` >6`-7- >7-s' >5-10'# �,q I -our e o eu a aul ew Ilo-our uw-our eun0-ou w ew ewlo- MOUNT N E HOIMr W E MOUNT W E YOUM N E MOUNT W E ltOUlrT W E 40UM W E YWM 19 E YOIIM N E YOUM W E YDUM W E YOUM W E 5 30.0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" ---— -- ---- - ---— SOUTHERN PINE #2 _40 6" 6_ _6" 6" 6" 6" 6" 6" 6" 6" 5 1/4" 5 1/4" (G=0.55) 50 6" 6" 6" 6" 6" 6" 6" 6" 5 1/4" 5 1/4" 4" 4" 60 6" 6" 6" 6" 6" 6" 5 3/4" 5 3/4" 4" 4" 3" 3- DOUGLAS—FIR—SOUTH 5 30.0 6" 6" 6 _ 6° 6" 6" 6 6" 6" 6"_ 6" (G=0.46) 40 6' 6 6" 6" 6" 6" S 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 MAX. SPANFOR SLAT FORA FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) GIVEN A.S.D. DESIGN LOAD SHALL ''• �'% oz01s TnTEco INC. DruwN er: NEVER EXCEED MAX. r•''��GENstc Nautilus r.R.L SLAT SPAN INDICATED ON c. PERFORMANCE CHARTS L� _a N{Ti�i� - ,_ Rolling Shutter System 04/I0y15 ON 20 SHEET. To- SLAT ��®IWc. DATE s EXPERT SHUTTER SERVICES INC. /�7•J t)�C DFS TILLIT�YTESTINC 8 ENGINEERING COMPANY ; POR S.W. RE STREET 15-071 POR (V� en :(soijoii-U]o.r :(7m)4n-taT T ST.LUCIE.UCIE.R.34984 -6.1;lillcco®ad.cwo PHONE:(600)749-9058,rpK:(772)!nt-0900 OTUNING No FCORtOP• a Ee-0006719 WALTER A.TILUr Jr.P.E. P,E MA'�' jtr,(-) �p RORIDA Lic.1 44167 ..... SHEET 21 or 26 /1111 11111 TABLE I MAX.ALLOWABLE STORM BAR SPAN (ft)FOR A GIVEN A.S.D. DESIGN LOAD (p.s.f.), &A GIVEN STORM BAR SPACING(ft) MAXSIMD.UM A. STORM BAR SPACING (FT) DESIGN PRESSURE RA'nNG 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6- 6.667' (P$f) 0.0 ill-011 11'-0" 11`-0"11'-0" ill-011 11'-0" THIS REGION IS ONLY VALID FOR INSTALLATIONS 11'-0" 11'-0" 11'-0" 11'-0" --- ill-011 W/ 1 OR MORE STORM BARS PER SHUTTER. 40.0 11'-0" 11'-0" -0" ill-011 111-011 -0" -0" 45.6 11 0" --- 11, - 11' 11, - 50.0 11 11'-0" 11 1-011 11'-0" ill-011 1 V-0" *TPi�� ��06N IS ONLY VALID FOR INSTALLATIONS 55.0 11'-0" ill-oll 11'-0" ~ 11 jj 2 OR MORE STORM BARS PER SHUTTER. JJJ 60.0 11'-0" 11'-0" 11.-01. 11'-0" ll,-O,,-- 1l'-0" i V-0" * - 65.0 11'-0" 11'-0" ill-01, 11'-0" 11'-0" ill-011 11'-0" * - 70.0 11-0- 11'-0" 11'-0" 11'-0" 11'-0" I1'-0" 11'-0" * 11'-0" * - 75.0 1 1.-0" W-o' i 1'-0" ill-011 11'-0*' 11'-0" 11'-0" 1 V-0" * 80.0 11'-0" 85.0 11'-0"- 11'-0" -0- 11'-0" 11'-0" 90.0 11'-0" 95.0 ill-011 11'-0'1 100.0- _11'-0" 1'-011 105.0 11-0'. 11'-0 11'-0" -11 0 110.0 11'-0" W-0, 11'-0" 10*-10" 115 11 -0- -11'-0" 11'-0" -125.0 11'-0" ll'-O" ill-011 10'-10" V-0" 135.0 11'-0" 140.0 11'-0" W-o" 145.0 11'-0" 10'-11" 150.i� 11'-0" 11'-0" 155.0 -11 0 11'-0" 160.0 1 1'-0" 1 1'-0" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN TI,.....11, FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR, ....... 020*TILTECO INC. N a u til u s r.R.L- Rolling Shutter System 04/,0/15 z DATE M ECOiwc- TILLIT TESnNO&ENGINER- EXPERT SHUTTER SERVICES INC. d., --L 1.311. 1626 S,W.SILTIVORE STREET 15-071 PORT ST.LUCIE.FL,34984 DRAWING Na 742-w". WALTER A,O'000713,P.E. S.111 2�.1�1 'S !I •�E.A E FLORIDA L,�'j 44167 I L TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S-S(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.),&STORM BAR SPACING (ft) SECTION S1-S1 (SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f,) &STORM BAR SPACING (ft) STORM BAR SPACING"a"(TT) UQUAI STORM BAR SPACING"a"(Fl) RIVING(DE= DESIGN 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' AN, 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' _30.0 A,B,C,D A,B,C,D A,B,C,D _A,B_C,0 _ A,B.C,D A,B,C,D &B.C,D A,B,C,D hB,CA_ A,B,C,D _30.0_ A,B,C,D_ A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D_ AB,C,D __A,B,C _A,B,C_ __A_B,C 35.0 A,B,C,D AB,C,D A_B.C,D _AB,C,D A,B,C_D AB,C,D A,B,C,D A,B,C.D A,B,C,D A,B,C,D_ 35.0 A,B,C,D A,B,C,D A,B,C,D AB,C.O A,B,C.D_ A,B.0 A.B,C _A,B,C __A,B____A 40.0 A.B,C,D AB,C,D_ A B,C,D A,B,C,D _A,B,C,D__A,B,C,D A,B,C,D _A,B,C,D _A,B,C,D A,B.C,D _40.0 A:B,C,D _A,B,C,6 A•B,C,D_ A,B,C•D A•B,C A,B,C 0.8�C _ A A _ A 45.0 A,B,C,D A,B,C,D A,B,C,D A,B,C,D _ 6p C•D A,B•C•D A,B,C•D A,B,C.E A.B,C,g A,B,C 45.0 &B,C,D _A•B•C,D A•B,C,D A,B,C A•B,C__A:B,C A ___ A _ A A 50.0 AB.C,D A,B,C,D A,B_C•D 0.8,C,0 AB,C,D _A,B.C,D A,B.C.O _AB.C.D A,BX,D__ A,B,C 50.0 _ A,B,C,D _A,B,C,D A,B.C,D A,B,C AB,C A _ A _ A A A 55.0 AB,C,D AB,C,D AB,C,D _ A•B•C.D A,B_C,D __&B,C,D AB.C,D A.B,C,D _AB,C AB.0 55.0 A,B,C,D _ A,B•C,D_ A•B.0 A,B,C A A A A A A 60.0 AB.C_D_ A,B,C,D A•B,C,D AB.C,D A•B,C•D_ A,B,C•D A•B,C,D _ AB•C _ A,B,C AB•C 60.0 A,B,C•D__ A,B,C A,B,C _ A,B A A __A A JA A 65.0 A,B.C,D A,B,C,D A,B,C,D AB•C,D__ AB,C,D A,B,C_D A,B.0 A.B,C A,B,C A,B_ 65.0 A,B,C,D AB,C AB.0 A q q A _ A q 70.0_ A,B.C,D AB,C,D AB,C,O_ A,B.C,O AB,C,D _ A,B,C_ &B.0 AB•C _AB A 70.0 A,B•C,D AB,C A.B _ A A _A A __ A 75.0 AB,C.D AB,C,D AB,C,D„_ AB,C.D A,B,C,D A,B,C _ A,B,C A•B A A75.0 A,B.C,D__ A,B,C A__ A A A__ _A A___80.0 A,B,C,D _A,B•C,D A,B,C,D_ AB,C,D A,B,C A,B,C AB,C ___A___ A A_ 80.0 A,B,C A,B____ A ____A A _ A A _85.0 AI_B•C•D A,B.C,D _A,EMD__A_B,C.D A,B,C_ AB,C A E _ A _ _ A __ -_A 850___ B __ __ _ _ q__ A _90.0 A,B,C,D A,B,C,D AB•C_D_ A,BC_ A,B,C A,BC A A v __A A90.0 A,B,C___ A _ A __A A A _ _ _ 95.0 A8,C•O AB,C•D A,B.C,D A,B•C AB,C A,B A __A _A _A 95.0 A,B,C A _A_ A A A _ 1DD.0 AB,C,D A,B,C,D AB_C,D A,B.0 A,B,C __ A _ A _A _ A A 100.0 A,B•C A A A A 105.0 A,B.C.D AB,C,D A. A,B,C_ AB A A - A A ___A_ 105.0 A.B A A _ A_ _q 110.0 AB.C,D AB.C,D AB,C AB,C A A A A A A 110.0 A A A A 115.0 A,B.C,D AB CC.D _AB,C _A_B•C --A __A -- A - A A _-- A 115.0 A�___q_ --A � q -- --- - - -- 120.0 A.B,C,D A,B,C A,B,C _ A,B A_ A A__ A_ A A 120.0 _ A___ A A- A - - - ---- --_---- 125._ AB•C,D ABC A.B,C_ A A A A A,_ A A 125.0 A A A ------ -- --- -- --�- 130.0 A,B.C,D A,B,C _ A,B,C.__ A____.._ A _.__.__..A__A..._� A ____-__A- q 130.0 ___ 135.0 A.B,C,D AB,C A,B.C_ _A__ A _ A _ A _ A A =_ _135.0 A A A 140.0 A B.C,O A,B,C AB A _ -A-- A _. A _ A A____ 140.0 -q -_ A-_ A 145.0 AB.C.D A.B.0E�j rkB A -A- _ A__ A _ A A - 145.0 _ A A 150.0 A,B,C,D AB,C _ A _ A A __A__ A A 150.0 A A155.0 ABC A,BA A A A A A _ 55.0160.0 A B.0 A BA A A A A - - - 180.0 -A -q - --- ANCHORS TYPE LEGEND A 3/8"D CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2" Min. EMBEDMENT*& 5" Min. THICK POURED CONCRETE (f'c = 3000 psi) B 3/8"oxt 1/4" POWERS CALK-IN ANCHORS W/ 1 1/4" Min. EMBEDMENT*TO POURED CONCRETE (f'c = 3000 psi) & 3/8"o-16 MACHINE SCREWS C 1/4"ox3/4'ALL POINTS SOLID-SET ANCHORS W/ 7/8" Min. EMBEDMENT*TO POURED CONCRETE (f'c = 3000 psi) & 1\1111111111//TI�J 1/4"o-20, 18-8 STAINLESS STEEL MACHINE \\I\\ �4� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SCREWS �� P..•"...... l='. '• 02015�-TIL�TE+CO INC. -`CE� F.R.L. D 5/16"e ITW/BUILDER TAPCON ANCHORS W/ a }ilus DW Rolling Shutter System 04/10/1 s2 1/4" Min. EMBEDMENT*TO POURED - 11V/- -j: B Ll� Lia Maa®I PC G. DATE CONCRETE (f'c = 2899 psi) _ EXPERT SHUTTER SERVICES INC. ' J Vr *= TICCIT TESTING k ENGINEERING COMPANY .9�J ]- / .w.a611.sl..sl..aoa.vxcwu c.n6cNs.n sales 1626 S.W.91 LTMORE STREET15-071 ' sX EMBEDMENT IS BEYOND ANY FLOOR / CEILING FINISH O FrAre'or: ,�` °"°"•'posmsal-Isco.F..:psslml-Ivl 34984 DRAmNo "� .1:011ecoaool.cam PORT BT.LUCIE.FL 772) E9-0006719 ' (600)].9-90.56,FA%:()]})!n1-0990 '�'•p WALTER A.TILLIT Jr.P.E. wrt f;cq�'SIGNAT lq FLORID4 Lic./as 16) - Vly.a ­LT 23 OF 26 r�1�NIi111111111\p SCHEDULE1a FLOOR TO CEILING(TRAPPED)MOUNTING SCHEDULE 2a MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING A.S.D.DESIGN PRESSURE RATING(p.s.Q,& A MAX.MULLION MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. SPACING((t)' DESIGN PRESSURE RATING(P.S.F.),& A MAX.MULLION SPACING(FT) MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(FT) MAXFAX A.S.D. MDESIGN ULLION ©4"x6"x114"MULLION G1 4"x8"x1/4"MULLION G2 4'xTz1/4'THICK(3/8'FIANGE)MULLION A.S.D.Dip( uAwnluLl ©4"x6"x1/4"MULLION G1 4'7(8"x1/4"MULLION G2 4'x7'xi/4'THICK IRERATING S(ft) y,�D ACING 8'FLANGE)MULLION MULLIN (P-lf-)) (R) ORIENTATION 81 t ORIENTATION 02(9)f ORIENTATION 1 t-)1 ORIENTATION#'2(Q) ORIENTATION#1 (-)t ORIENTATION 2 0.)t (V•a.f.) 00{ ORIENTATION 1 - ORIENTATION#2(0.)"r ORIENTATION#1 t ORIENTATION '2 ( 1) ( )t g' (0.)t ORIENTATION d2(0.)t END INTERIOR END INTERIOR END INTERIOR END INTERIOR END END INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR 30.0 20'-0' 7'-10' 9'-B' 7'-3' 12'-0' _ 9_d_ 10'-7' _B_-0`_ 12'-6' 9'-8• 7'-6' 12'-6• 30.0 20'-0^ 7'-10^ 9'-_8• 7'-3' 12'-0` 9'-4' 10'-7' 8'-0' 12'-6' 7'-b' 12'-6' 13,0 20'-O' 7'-4` 9'-3' __6'-9' 11'-5' 8'-8' 10'-0^ 7'-7 12'-6' 8'-11_ 6'-71' 12'-6' 35.0 20'-0' 7'-4' 9•-3• 6'-9' 11'-5' 8'-B' 10'-0' 7'-7' 12'-6' 6'-11' 72'-b` 40.0 20'-0' 6'-10' 8'-10_ 6'-4' 10'-11' 8'-1' 9'-7' 7'-3' I2'-6_ 8'-5' 6'-6` 12'-6' 40.0 20'-0' 6'-10' 8'-1D' 6'-4' 1D'-71' 8'-1' 9'-7' 7'-3' 12'-6` 6'-6` 12'-6' 45.0 20'-0_ fi'-6' _B'-6' 6'-6' 10'-6` Y-8' 9'-3' _6=11' 12'-6' 7'-I1' 6'-2' 12'-6` 45.0 1 20'-0' 6'-6' B'-6' 6'-6' _10'-6• 7'-8'- 9'-3' -6'-11' 12'-6` 50.0- 20'-D' 6'-20 8'-2' 6'-0` 9'-11' 7'-4'_ 8'-11' 6'-7' 12'-6' 7_4` 5'-11' 12'-6` _ 50.0 20'-0' 6'-2' 8'-2'__ 6'-0' 10'_2' 7'-4' 8'-11' 5'-3• 12'-6' 55.0 20'-0' _ 5'-11' 7'-11" - 5'-9' 9'-0` 6_8' a-7-7' 6'-3' 12=4' 6'-8'- 5-7'- /2'-6' 55.0 20'-0' 5'-11' 7'-11' 5'-9• 9'-10^ 7•-0' 8'-7• 4'-10' 12'-4'- 5'-7' 12'-6' 60.D 19'-5` 5_9' 7'-9' -5_6` 8_-6` -6'-4'- B'-6`- 6'-2- 12'-0• 6'-4' 5•-6' -12'-6' 60.0 19'-5' 5'-9' 7'-9 5'-6' 9'-8' 6'-10' 8'-6' 4'-B' 12'-0'- 5'-6' 12'-6' 65.0 18'-4' 5'-9 7'-9' 5'-4' 8'-4' 6'-4' 8'-4' 6'-2 _111-10` 6'-4' 5-6 12'-6' 85.0 18'-4' _5'-9 7'-9' S'-4` 9'-7' 6'-10' 8'-5` _4'-8' 11'-10' S'-6 12'-6' 700 17'-4` 5'-9' 7'-8' S'-4' 8'-2' 6'-3' 8'-2` 6'-2 11'-9' 6'-3' _ 5'-6 12'-6' 70.0 17'-4' 5'-9' 7'-B' 5'-4` 9'-6^ 6'-10' 8'-4' 4'-8' 11'-9` 5'-6 12'-6' 75.0 15-6' S'-9' 7'-7' S'-4' 8'-0' 6'-3' 8'-0' 6'-2' 11'-7' 6'-3' S•-6 12'-5` 75.0 16'-6` 5'-9^ 7'-7' S•-4' 9'-5 6'-10' W-3' 4'-8` _ 11'-7' 5•-6 _12'-5` 80.0 15'-9' S-9` 7'-7' 5'-4' 7'-10' 6'-3 Y-10' 6'-T' 11'-fi' 6'-3' S'-6 _ 12'-4'_ 80.0 _15'-9' S'-9' 7•-7' _ 5'-4'_ B'-4' 6'-l0' 8'-3' 4'-8'_ 11'-6 5'-6 12'-4' 0.3.0 15'-O' 5'-9' 7_7_ 5'-4' _7_-9'--_ 6_-3-3'_ 7'-9' -6'-211•-5' 6'-3_� 5-6 12'-3 85.0 15'-0'- 5-9' 7'-7' S'-4' 9'-3` 6'-10` 8_2^ _ 4'-B' _ 11'-5' S'-6 12'-3 BD.O l4'-2' _5=f0_ T-T 5'-5' T-9' 6'-4' T-9' __-6'-4' _- 5'-7 _12'-3 90.0- 14'_2'_.. 5'-10' .. T`7" _ 5'-5` 9'-3`--..6'-I1' 8'-3• 4'-10' 11'-S'__. 5,-7 -12'-3_ 95.0 f3'-5` 5'-10' 7'-7' S'-6� 7'-9' 6'-5" 7-9' 6'-4'� 11'-5` 6-S 5'-B 72'-3 95.0 T3'-5' S'-10' -7'-7' 5'-6` 9'-3' 6'-11' 8'-3' 4'-11' 11'-5' S'-8 12'-J 100.0 12'-9` 5'-11' 7'-7' S'-7' 7'-9' 6'-6' 7'-9' 6'-4' 11'-5' S-6' S'-9 12'-3 100.0 12'-9" 5'-11` 7'-7' S'-7' 9'-3` 7'-0' 8'-2' -5'-O' i1'-5' S'-9 12'-3 105.0 12'-2' 6'-D' 7'-7' 5'-7` 7'-9' 6'-7` 7'-9` 6'-5' 11'-5` 6'-7` 5-9 12'-3 105.0_ 12'-2' 6•-0' 7•-7• 5'-7• 9•-3' _ 7'-1• 8'-2• 5'-1' 1f•-5' 5'-9 12'-3 170.0 11'-7' 6'-0' 7'-7' S'-8' 7'-9' 6'-B' 7'-9' 6'-6` 11'-5^ 6'-8' 5•-10' 12'-3 110.0 _ 11'-7' 6'-0" 7'-7` 5-8' 9'-3 7'-2' 8'-3' S'-3' 17'-5' S'-l0' 12'-3 1140 11'-1' 6'-I' 7'-7` 5'-9" 7_-9' 6'-9' 7'-9^ 6'-7' il'-5' 6'-9' S'-11' 12'-} 115.0 11'-1' 6'-1' 7'-7'-- 5'-9' 9'-3' 7'-2` 8'-3' S'-4' 1I'-5'- 1�6 12'-3 120.0 10'-8' 6'-1' 7'-6' S-9' -7'-9' 6'-10' 7'-9' 6'-7_ 11'-5' 6'-10" 6'-0' 12_-3 120.0_ 10'-8' 6'-1` 7'-6' _ 5'-9' 9'-}' 7__}'_ 8'-2' S. 11'-5'_ 12'-3_75.0 10'-2_ 6'-2_ 7'-7' S'-10' 7'-1D' 7'-0' 7'-10' 6'-9' 11'-5' __. 7'-D'_.-- 6'-112'-J 125.0 10'-2` 6'-2' 7'-7' S'-10' 9'-J' 7'-4' 8'-3' 6'-9' 11'-5' 12'-3 _-6'-3' 7'-7' S'-10' 7'-9' 7'-0' 7'-9-- 6'-B' 11'-5' _ 7'-0' 6'-1" 12'-y 1J0.0 9'-10' 6'-3' 7'-7' S'-10' 93- 7'-4' 8'-2'_-6'-9' 11'-5^ 12'-3113.0 9'-5` 6'-4` V-7' 51-11' 7'-10` 7'-2' 7'-10' W-10' 11'-5' V-2' 6'-2` 12'-3 135.0 9'-5^ _6'-4' 7'-7' _ 5'-11' 9'-J 7'-5' 8'-3 6'-10' 11•-5• 12'-3140.0 9'-1' _6'-4' 7•-7' 6•-0' 7'-10' 7•-}• 7'-10' W-il' il•-5' 7'-3' 6'-3' 12•-3 140.0 9•-1' 6'-4' 7•-T 6•-0` 9'-3` 7'-6` 8'-3' 6'-11' 11'-5" 12'_31440 8'-10' 6'-5'- 7'-6' 6'-O' 7'-9` 7'-4' 7'-9' 6'-11' 11'-5' 7'-4' 6'-3' 12'-3 145.0 8'-10` 6•-5` 7'-6' 6'-0' 9'-3' 7'-6' 6'-2^ 6'-11' 11'-5` 12'-3150.0 B'-6' 6'-6' 7'-T 6'-1` 7'-9' 7'-5` 7'-9' 7'-0' 11'-5' 7'-5' 6'-4' 72_-3150.0 8'-6' 6'-6' 7'-7' 6'-1" 9'-37'-7' 8'-2' J'-0' l-5' 12'-3'-2' 7'-9_ 7"-6' 7'-9' _7'-1' -11'-5' 7'-6' 6'-5` 12'-3 155.0 8y^ 6'-6` 7'-7' 6'-2' 9'-3' 7'-8' 8'-2' 7'-1^ 1f'-5` 12'-38'-0' 6'-7" 7'-6' 6'-2` 7'-9' 7•-7' 7'-9' 7'-2` 11'-5' 7'-7' 6'-6' 12'-3 160.0 8'-0' 6'-7' 7'-6' 6'-2' 9'-3' 7'-9' 8'-2` 7'-2' 11'-5' 2'-3 MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. --TEND MULLION Is -1 INTERIOR -I MULLION Puuilfill"' ' �iEF A. � / s FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) "" 5'- \\\ \` ���,..•• �.` Ns�,'•,v�'�� 02015 TILTECO ING. & Ncutilus DMWN BY: r.R.L ND. Rolling Shutter System 04/10/15 MULLION SPACING:"SI DATE Z� TILUT TESTING& ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 'fi•• AIE(/��`�7 wss Hix. sn.aof, unno,s,rt�tce 1626 S.W.DILTNORE STREET '�O�(C V- CRIDP .�•i(���` "':(l0s)87t-1830.rw:(0M)...-IS7t PORT ST.LUCIE.R.J{9B{ 15-071 e mail:lill4c0®aol.com PHONE:(800)749-9058,FAR:(772)871-0990 DRAWING Na is EB-0006719 T. C' WALTER A.TILLR Jr.P.E. '11<11/ tII&•1 DATE FLORIDA Ue.d<{767 - 4 o/i4 � SHEET 24 OF 26 L r SCHEDULE1b SCHEDULE2b FLOOR TO CEILING(TRAPPED)MOUNTING MAX. SPAN(R1 FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.S.(11 &A 12'-0"MAX.MULLION SPACING(R)' DESIGN PRESSURE RATING(P S F) 8 A 12'-0"MAX MULLION SPACING(FT) MAXIMUM MULLION SPAN(M MAXIMUM MULLION SPAN(FT) LW(.. NAIL UAXWUMAS.D. A.S.D. HULUON ©4"x6"x1/4"MULLION G1 4"x8"x1/4"MULLION G2 4'x7'x1/4'THICK(318'FLANGE)MULLION pLgpN 1AAx1wN ©4"x6"x1/4"MULLION G7 4"x8"x1/4"MULLION LORIENTATION 'THICK DESIGN f i91 PRFSS7IRE NULUON RATING (R), pATpN9 SPACING MULLION (P.J.) ORIENTATION Al (#J ORIENTATION p2(Q) ORIENTATION J1 (�f ORIENTATION 12(0)f ORIENTATION Al � ORIENTATION J2(9)f (P•a•1•) 00 ORIENTATION(1 f ORIENTATION J2 Vt ORIENTATION 1 (of ORIENTATION(12 0) J2(Q)END INTERIOR ENO INTERIOR END INTERIOR END INTERIOR END END INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIORNTERIOR 30.0 12'-0' 1t-7'-_11'-6' 9'-9" 12'-6_ 12'-6" 12'-6• 10'-7' 12'-6" 12'-6' iIII _12'-6• JO_0 12'-0• 9--9- 11'-6' 9'-9' 12'-6' 12'-6' 12'-6' 33.0 12'_0' IO'-7' f0'-11' 9'-2' 12'-6' 12'-6_ it'-11' 10'-° 12'-6'-_ 12'_6'_- 10'-4" 12'-6• 35.0 12'-0_ 9'-2" _ 10'-11• _9_'-2_ 12'-6'_ 12'-6' 11'-11' 10'-0' 12'-6' 40.0 1Z'-o' 9'-10' 10'-5' B'-9' 12'-6' _I1'-B_ 11'-4' 9'-6• 12'-6_ 11'-10' 9'-7• -12'-6• 40.0_ 12'-0_ 8'-9' i°'-58'-9 12'-6' _ 11-4 9'-6'e'-6' 12'-6' 16.° 12'-0-- -9'-3-- 10'-1- _8'-4 12'_5_ 10'-11� 10'-11' _ 45_0 12'-0" B'-4' 7p'-7' B-4' gip'-5' 10'-11 10'-11" 9'-1" 12'-6" 9'-0' 12'-6' 50.0 12'-0_ °'-9'_ 9'-8' 6'-1' 12'-0' 10'-4' 10'-7' e'-9' -12_-6'- f 0'-7' B'-6'---12'-6'- -50.0 12'-0' 8'-1" 9'-8" 8=1' _ 12'-0"- 10'-4- 10'-7• _8'-9- 12'-6' 8'-6' _ 12'-6' SSD 12'-O_ 8'-4'_ 9'-5• 7'-10' 11'-8' 9'-10' 10'-3' 8'-fi' 12'-6'-� 10'-1' -- e'-1' 12'_6' 55.0 12'-0' 7'-10' 9'-5 7'-10' it'-8' 9'-ID" f0'-3' _8_6' 72'-6' B'-1' 12'-6' _ 80.0 12'-0' 8'-0"_ 9'-2" 7'-6' 11'-4' _9'-5' 9'-1I' B'-3. 12'-6' 9'-7' - - 7'-9' 12'-6• 60.0 12'-0' 7'-6• 9'-2' 7'-6' _ 11'-4' 9'-5' 9'-11' 8'-3- 72=6' 7'-9' 12'-6• -QS_0 12'-0_ 7'-B• 8'-I 1'_ 7'-2 11'-0' 9'-1' 9'-8' 8_-D' 12'-6' 9'-3' 7'-5• 12'-6' -65.0 12'-0' - 7'-2' e'-11' 7=2' 1I'-0" e_I' 9'-B• 0'-0" 12'-6 7'-5' 12'-6' 70.0 12'-O' 7'-4' 8'-8' 6'-11' 10'_9" _8'-9_ 9'-5' _7'-1.0'_ 12'_6._ 8:-it' .,7_-2- 12__6__ _.... 70.0 12'-0__.6_-11'_ 8'-B- 6'-11• f0'-9" 8'-9' 9'-5' 7'-10'` 12'-6' _7'-2' 72'-6' 75.0 12'-0' -7'-1' _8'-6" - 6'-80 10=6' B'-5' 9'�3' 7'-°' 12 fi' 0_-7' G'-11• 12'-6' 75.0 12__0' V-8- 8'-6' 6'-8' 10'-6' B'-5' 9'-3" 7'-B' 12'-6' 6'-Il' 12'-6• 80.0 12'-0' 6'-11' _8_4' 6'-5_ 10'-3' - 8'-2' 9'-0-0• 7-5._._._12'-6'._ 8'-4•- __6,-0" 12-6' 80.0 12'_0'_ 6'-5' B'-4•- 6'-5 1p'-J' B'-2 9'-0' 7'-5' 12'-6' 6'-B• 12•_6__ 12'-0' 6'-8' 8'-2_ 6'-3- 9'-9" 7'-11' _B'-10' 7'-2" 1z'-6' 8_-1' 6'-6" 12:±6 85.0 12'-0' 6'-3' 8'-2" 6'-J' 10'-1' _-7'-17' B'-10' 7'-2" 12'-6' 6'-6• 12'-6' 90.0 12'-O' 6'-6' 8'-0' 6'-1" 9'-2- 7'-8' 8'-8' 7'-0' 12'-5" 7'-10' 6'-4' 12'-6' 10.0 12'-0" 6'-1' B'-0' 6'-1 9'-11' 7'-B' 8'-8_ 7' 0' 12'-5' 6'-4' 12'-6' 9S0 _72'-0' 6'-4' 7'-10- 5'-11' 8_B_ 7'-5' B'-6' 6'-10' 12'-1' 7'-5' 6'-2- -12_6_ ._--85.0--__12'-0- 5'-11' 7'-10- 5'-11• 9'-B' 7'-6' 8'-6' 6'-10' 12'-1' 6'-2' 12'-6' -100_0 12'-0- 6'-2- 7-8 _ 5'-9 8-3_ 7-D' 8'-3_ 6'-8- 11'-9• _ 7'-0- 6'-0- 12'-5• 100.0 12'-0• 5--9' 7'-8- 5'-9' _ 9_-7_ 7'-4" B'-5" 5'-fi• I7'-9' 6'-0' 12'-6• 705.0 12'-0' 6'-0' 7'-7" 5'-B' 7'-10' 6'-8' 7'-10' 6'-6' 17'-fi" 6'-8" 5'-10' 12'-4' 105.0 12'-0'-- 5'-e' 7'-J' 8'-8' g'-4• 7--I' e'-3' S'-3' il'-6' 5'-10' 1 SCHEDULE 1b' (LIMITED LOAD,MULLION SPACING&SPAN INSTALLATION) SCHEDULE 21Y (LIMITED LOAD.MULLIONSPACING&SPAN INSTALLATION) FLOOR TO CEILING(TRAPPED)MOUNTED MAX.SPAN(R)FOR END&INTERIOR MULLIONS FOR A WALL MOUNTED MAX.SPAN(Y.)FOR END&INTERIOR MULLIONS FOR A GIVEN GIVEN A.S.D.DESIGN PRESSURE(P.S.f.)AND FOR 12'-0"(CASE N&8'-0"(CASES la&11)MAX MULLION A.S.D.DESIGN PRESSURE RATING(p s()AND FOR 12'-0"(CASE 0&8'-0"(CASE Ill MAX SPACING(Rl- MULLION SPACING(R)• MAXIMUM MULLION SPAN (FT) MAXIMUM MULLION SPAN (FT) UAX G 4"x6'xt/4'THICK G1 4'x8'xt/4'THICK G3 2'x7'xl14'THICK A\p• G 4'x6'xt/4•THICK G1 4'x8'xt/4'THICK G3 2'x7'x114'THICK DISmLam DESIGN Nu�OMWpUN MULLION MULLION IdULLION osTUTA1Ia+ DESIGN uuL(ptNN MULLION MULLION FLANG MULLION C1SE5 PRESSURE SPACD4G ATION 11 DTAMAION J ORIENTATION)1 DRIMATA7N JI ORIMATION J ORI ITA110N J1 ORINIAT)ON J CASES RATINGPRESSURE SPACING TBFMATI0.V J7 ORIENA7xW�•IORIDIATION Jf ORIN ATIM 17 0MENTAWN JZ ORIENTABDN JI OFIM I =.+i (") (tet m)t -)t (tet (a)t (�t c0)t END Cat.) (") �t (0)t �t (tet G �)f (0)t END INTERIOR END INTERIOR INTERIOR END INTERIOR /MULLION END INTERIOR END I INTERIOR I INTERIOR END I INTERIOR '10.0 12_-0• - 12'-6• 12'-6- 12'-6' 12'-6- - 11'-0• zl I--(.--I / _3°.0 12'-0' _ - IZ'-6' 12�6• 12'__6' 12'-6' _ - 11'-0' 35.0 12'-0' 12 6•_ 12'-6" 11'-11" -j2*-6- _ 11'-0' - n 1--- -1� 35.0 -12'-0- .-_- _12'-6' 12'-6' IV-11• 12'-6' 11•_0•._. ---- 11'-p" J I- -I 4°.0 _ 12'-0' -- -_12'-6' -11'-°' 11_4' 12'-6' - - 71'-p' CASE I _45.0 - 12'-5' 10'-11' 10'-11• 12'-6' 11'-0- SE r 4S-O 12'-0_ _- 12'-5' l0'-11- 10'-11-- 12'-6' 12'-D' 10'-4' 10'-7' 12'-6• - 11'-0' a I- (_INTERIOR 5+0.0 12'-0' _ - 12'-0• 10'-4' 10'-7_'- 12'-6' _ 1;•_p- 35.0 1l'-B' 9'-10' 10'-3- 72'-6' 11'-0- �� I__ - I MULLION 55.0 12'-0' _ - -11'-8• -9'-10' 10'-Y 12'-6' _ 11'-0- 80.0 _12_-0' 11'-4" 9'-5' 9'-11' 12'-6• 11'-0" 11'-4' 9=5' 9'-11' 2'-6' ---- 11'-0 I -- =_I _- - 609 12'-0•_ - 11'-3' 9'-4' 80.8 12'-0--- -71'-3• 9'-4- 9'-11' 12'-6' - 11'-0' 30M 8'-0" - 12'-6- 12'-6' 12'-6' 12'-6- _ - 9'-0' 9'-0- 9'-0' 9'-0' - 9'-0' 5 ( --5.^i _35.0 8'-0' - 9•_p' g•_p• g•_p` -g_p• ----9__O. 35.0 8'-D' _-- 12'-6• 12'-6' 12'-6' 12'-6' - 11'-0' - -40.0 8'-0_ 12'-fi_ 12'-6" 12'-6_ 17-6' 11'-0- 40-0 8'_0' - 9'-0- 9'-0- 9'-0' 9'-0_- -g'-p'- MULLION SPACING:'IS" -As.o a-o---' 9_ CASE 1a _ 45.0 8'-0_ 12'-6" 12'-6' -72=6' 12'-6' -._ 11'_0_ - _ D"_ 9'-°" 9'-0' 9'-0. 9'-0_ 50.0 8'-0' - 12'-6' 12'-6' 12'-1• 12'-6' - 11'-0' 50.0 8'-0' -_ g'_p• 9•_p• g•_p• g-_o• 9•-0• 55-0 _B=°__ - 12•-fi- 12•_6•- 17'-8' 12'-6' 11'_p• 55.° 8'-0__ __ g:_p• g•-p• y_p• y._o-- _ 9_-0' .D e'-00 - 12'-2• 12'-2' -71-4- u'-4' 12'-2" - n'-0. "MAXIMUM MULLION SPACING SHALL BE SUCHten, 60.o B'-°' - _ 9'-0' 9'-p' 9'-0' 9•-0- 60.6 e'-°• - 12'-0" 12' 0' 1 7'-4• 12'-0• 11'-0• I THAT MAX.ALLOWABLE SLAT SPAN FOR THAT 85.0 8'-0• 9'-0. 9-0' g'_p• so.o B'-a" __ - s'-0• 9'-0' 9'-0' 9'-0' _ - _ s'-o'_ DESIGN LOAD SHALL NOT BE EXCEEDED. -7°0 8'0 _ 9'-0' 9=0_ 9'-0' 9'-0' --7-- - g•_p- 35.0 8'-0' _ 9'-0' 9'-0' 9'-0' 9'-0' 9=0 75.0_ 8'-0' _ _ 9•_p' --9'-0' 9'-0" 9'-O• 40.0 e'-°' 9'-0' 9'-0' s'-°' 9'-0. 9'-0. t MULLION ORIENTATION IS AS SEEN FROM THE 80.0 B-D, - 9'-0• 9'-0" 9'-0• 9'-0• g•_p` _45.0 8.-0. - 9'-0- 9'-D' 9'-°' g'-D' _ 9'-°' OUTSIDE(EXTERIOR)OF PRODUCT. 85.0 0'-0" 9'-D' 9'-0' 96-0' - g•_p- _ 00.0 8'-0' 9'-0' -_9=0• 9•-O• 9•-O• 50.0 -8'-0' -- 9'-0' 9-0• 9-D• 9-0' 91-0, _ _ - _ 9•_0• 55.0 - 0-0' __.__ 9'-0' B' 0" g'-0' g._0• ._-- 9'-D• -__. _ _ 98.0 _B-�_.__-_. 9_D•_ 9'-D• B'-D• 9'-0'._- 9'-0' CASE 11 63.0 8._0. _ - 9_p.-'_9,-0. 9'_0.--9.-0- ____._ 9.=0_... ````\\\�K.ITITIIIAl I1 T��C� 100.0 8'-0' _ g,_0• 9,_0• y,_� 9•_0 ---_ 9 0 70.0 _8'-0' - 9'-0' 9'-0• 9'-0' 9'-D' - 9'-0• _ `'•�'T`11 I FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 75.0 8'-0" -_ 9'--0. 9-0• 9,_0• 8•_0• 9.-0. r �.`'kivS ••.��i fI_ _ C2015 TILTECO INC. lII US O���60.0 B'-0' B_-0, 9'-D� 8'-9.- 9'-0' - 9'-p ,I 2 ' & Nau F.R.L _Vo _.8._0. ___ 9.-0. -e._9. 8._3 9._0. --_. 9_D.__ �0..-•f_4]_ /,•�';1„ - 9'-0' B'-2' 7'-9 9'-0' - 9'-0' ��y '-y..---- --L Rolling Shutter System oy1oy15 UL 8'-0' _ 9'-0• T-e'•__�•-4•_ 9'-0• -- 9•-_0_ - `-��---"�`'� �' ®I�`' EXPERT SHUTTER SERdICES INC. DATE 1B'-0• 9'-0' 7'-J•• V-0-• 9'- =9•, TICCIT TESTING k ENGINEERING COIAPANY 0' 9'-D' 7 S,Iry�_.(1F�(�•�` rt.", 1626 S.W.01 ORE STREET 'NOTE:USE 9'-0"IF ANCHOR CONSISTS OF HILT(,INCH US-H SCREW OR POWER FASTENERS, Q' �• lV Pn��i>e5le>I-lew.rd:(ai>en-Ian 15-071 mall:llltcc000al.com PORT ST.LUOIE,FL.34984 WEDGE-BOLT ANCHOR.SEE SCHEDULES 1&20N SHEET 10A. '�i ' 1�R IOP '�44; a E8-0006719 PHONE:(800)749-9058,FMx:(772)871-0990 DRAWING N, ••" ` WALTER A 71LUT Jr,P.E. P-ISI N AIALA 1 1\ bg1E FLORIDA Uc.1 44167 _ 4/le/1a SHEET 25 OT 2fi SCHEDULEic SCHEDULE2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.Q,& A 7'-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& AND 7'-0"MAX.MULLION SPACING SPACING(ft)` (FT) MAXIMUM MULLION SPAN[FT) MAXIMUM MULLION SPAN(Fr) MAX ma. DESIGN MMUUUGGN ©4"x6"x114"MULLION G1 4"x8"x1/4"MULLION G2 4'x7"zi/4'THICK(3/6"FLANGE)MULLION PRESSURE MXMU 4"4"x`114"MULLION G1 4"x8"x1/4"MULLION G8'FLANGE)MULUON PRESSURE DN RkTtNGSPACMO 0P 0 (ft) ORIENTATION#1 (#T ORIENTATION#2(0)t ORIENTATION s1 �t ORIENTATION#2(0)t ORIENTATION 1 (�)t ORIENTA71ON 12(0)t (P�•) (NSPACING ORIENTATION#1 (=)t ORIENTATION S2(0)t ORIENTATION 41 #.)fl ORIENTATION#2(0)t ORIENTATION#2(0)t END I INTERIOR END INTERIOR END INTERIOR END INTERIOR END END INTERIOR END INTERIOR END I INTERIOR END INTERIOR END INTERIOR END INTERIOR 30.0 r7--O' 12'-8' _ 12'-6" 12'-6" __12'_6` 12'-6"._...12'-6" 12'-6" 12'-6" 12'-6" 12'-6'_ 12'-6__ 30.0 .._7'-0" 12_6" 12'-6" 12'-6• 12'_6_ 12'-6" 12'-6" 12'-6" 12'-6• 12'-6' 12'-6' 35.0 12'-6' 12'-6' 12'-6' 12'-6" 12'-6' 12'-6" 12'-6"+ 12'-6 12'-6"-- IY-6• 12'-6" x,5.0 7'-0"_ 12'-6" 12_-6" 12'-6`-- 12'-6' 72'-6' -12'-6• 12'-6" 12'-6' 72--6"--72'-6" _40.0 12'-6• 12'-6" 12'-6" 12'-6" 12'-6" 12'-6' 12'-6" 12'-6' 12'-6' 12'-6' 12'-6' 40.0 7'-0" 12'-6" 12'-6'- 12'-6' 12'-6' 12'-6' 12'-6" 12'-6" 12'-6" 12'-6' 12'-6" 45.0_ 12'-6" -_12'-0' _ 12'-6• 12'-6-- 12'-6' 12'-6' -12'-6" 12'-6" _ 12'-6'-- 126• 1Z'-6" �S,p 7'-0• 12-6" 12'-0'-_ 12'-6' 12'-6' 12'-6' 12'-6"_ 12'-6" 12'-6- 12'-6" 12'-6- 72 2'-6" 60.0 12'-6" 11'-7' 12'-6' _ 12'-b' 12'-6' 12'-6' 12'-6" 12'-6' 12'-6' _ 12'-6"-- 12'-6" 50.0 7'-0" 12'-6" 11'-7• 12'-6" 12'-6" 12'-6' 12'-6' 12'-6" 12'-6" 12'-6" 12'-6' __. _ __ 56.0 72'-6" 11'-J' 121_6_ 12'-6' 12'-6' 12'-3-..__ 12'-6' _ 12'-6' 12'-6' 12_-6 12'-6_ _55.0_._ 7'-0" 12'-6_ 11'-3_ 12'-6•._ 12'-6' 12'-612'-3' 12'-6' f2'-6" 12'-6' 12'-6• 60.0 12'-6' 10'-11" 12'-6' 12'-6" 12'-6" 1V-11" 12'-6' 12'-6' 12'-6" 12'-6" 12'-6" gp.0 _7'-0" 12'-6" 10'-11" 12'-6" 12'-6" 12'-6" 11'-11" 12'-6" 12'-6" 12'-6" 12'-6" 6_5.0 12'-6' 10'-8" 12'-V 12'-6" 12'-6' 71'-7' 12'-6" 12'-6' 12'-6" 12'-6" 12'-6"_ 650 _7'-0' 12'-6' 10'-8" 12'-1' 12'-6' 12'-6" 11'-7' 12'-6" 1_2'-6' 12'-6" 70.0 12'-6" 10'-5• 11'-6' 12'-6' 12'-6' 11'-Y 12'-6' 12'-6' 12'-6' 12'-6' 12'-6" _LOA 7'-O" 12'-6' 10'-5' 11'-6' 12'-6' 12'-6" 11'-3 72'-6" 12'-6" 12'-6' 75.0 7'-0' 12'-1' 10'-2'_ 10'-11" 12'-6" 12'-6` 11'-O" 11'-tI" 12'-6" 12'-6' _- 12'-6" 12'-6' �$_0 7'-0" 12'-1" 10'-2" 10'-11• 12'-6' 12'-6' 11'-0' -IV-11" 12'-6_ 12'-6" 12'-6' 8000 7'-0" 11'-6' 9'-11' 10'-6" 12'-4' 12'-6" 10'-10" 11'-5" 12'-6" 12'-6 11'-11" 12'-6" _80.0 7'-0' 11'-6' 9'-1J.1' 10'-6" 12'-4' 12'-6" 10'-10" 11'-5"- 12'-6' 11'-11" 12'-6" 85.0 7'-0' 11'-0"- 9'-9' 10'-2' 12'-1' 12'-6` 10'-7' 11'-0' 12_--6" _ 12'-6" 11'-4"-_12'-6" _85.0 -7'-0" 11'-0" 9=9" ^t p'-2_-�12'-1• - 12'-6' 10'-7' -11'-0" _12'-6• 11'-4" 12'-6' 90.0 7'-0' 10'-7" 9'-7" 9'-10' 11'-10' 12'-5' 10'-5' 10'-8 12'-6' 12'-2" 10'-10" 12'-6" 90.0 _7'-0" 10'-7• 9'-7' 9'-10" IV-10' 12'-5' l0'-5' 10'-8' 12'-6' 10-10• 12'-6• 95.0 7'-0- 10'-2" 9'-5' _9'-6• 11'-7• 11'-11' 10'-2" 10'-4• 12'-6• IV-9- 10'-5 12'-6' _x,5,0 7'-O' 10'-2' 9'-5'_ 9'-6• 11'-7" 11'-11' 10'-2' 10'-4' 12'-6' 10'-5" 12'-6•- 1DO.0 7'-0" 9'-10' 9'-3' _9'-3' 11'-5' 111_61 10'-0" 10'-1'_ 12'-6•- 11'-5• 10'-1" 12•-6" _10D_0 7'-0• 9'-IO• 9'-3' r9'-3• I1'-5" 11'-6" 10'-0' 10'-1• 12'-6" 10'-1" 12'-6• 10.9.0 7'-0' 9'-6" 9'-1" _9'-1' 11'-3" _ 11'-2" 9'-10" 9_-10' 12'-6 11'-1• 9'-8' 12'-6" _p5.0 7'-0' 9'-6" 9'-1" 9'-1_ 11'-3" _ I1'-2" 9'-10' 9'-10" 12'-6" 9'-8" 12=6" 110.0 7'-0' 9'-3' 8'-11" 8'-10" 11'-1" 10'-10" 9-9• '9-7" 12'-6' 10=9" 9'-5• 12'-6' 110.0 7'-O' y 9'-3 6'-11' 8'-10" 11'-1' 10'-10• 9'-9'-T-9'-7- 12'-6" 9'-5" 12'-6' 115.0 7'-0' 9'-0' 8'-10' 8'-7" 1O'-11' 10'-7' 9'-7" 9'-5" 12'-6' 10'-5" 9'-1" 12'-6' 115.0 7'-0" 9'-0" e•-10" 8_-7-7" 10'-11' 10'-7' 9'-7'_ 9'-5" 12'-60 9'-1' 12'-6' 120.0 7'-0" 8'-9' 8'-B' 8'-5" 10'-9" 10'-3' 9'-5' 9'-3" 12'-6' 10'-2" 9'-10" 12'-6" 120.0 7'-0' B'-9 8'-B' 8'-5" 10'-9" 10'-3' 9'-5"- 9'-1' 12'-6" 9'-10" 12'-6" 10'-7" 10'-0" 9'-4" 9'-1" 12'-6" 9'-11" 8'-7' _ 12'-6 X25_0_ 7'-O' _8'-6" 8'-7" 8'-2' 10'-7" 10'-0" _ 9'-4-_ 9'-1" 12'-6• B_7• 12'-6' 130.0 7'-0 8'-4" 8'-5" - 8_0_ f0'-6" 9'-9' 9'-2" 8'-11" 12'-6' 9'-9' 8'-5' 12'-6'_ 130_0 7'-0" 8'-4" V-'_ B'-0" 10'-6- 9'-9" 9'-2" 9'-11' 12'-6_-_B_5 12=6' ..135.0 7'-0' 8j-20 .. 8'-4" V-9' 10'-4' 9'-7" 9'-1" 8'-9" 12'-6" 9'-6" 8'-2" 12'-6" LJ$_0___7'-0' 8'-2" 8'-4" 7'-9'- 10'-4" 9'-7" T-1 8'-0- 12'-6" 8'-2".. 140.0 7'-0' 8'-0• 8'-3" 7'-7'__10'-I• 9'-4" 9'-0" 8'-7" 12'-6-- 9'-4• -. 8'-0' 12'-6' 140 U 7'-O• B'-0' 8'-3" 7'-7" 10'-3' 9'-4- 9'-O" -8'-7" 12'-6" 8'-O" 12'-6' 145.0 7'-0• 7'-10" 8'-2 7'-5" 9'-9' _9'-2" 8'-10" e'-6' 12'-6' 9'-2' 7'-10' 12'-6' 145.0 7'-O'_ 7'-10• 8'-_2• 7'-5' 10'-1' 9'-2• 0'-10' 8'-6• 12'-6' 7'-10" 12'-6' 160.0 7'-0" 7'-8' B'-1" 7'-4' 9'-0" B'-9' B'-4" 12'-6"_ 8'_11' 7'-8" 12'-6"- 150.0 7'-0' 7'-8" e'-1' 7'-4' 10'-0' 9'-0' 8'-9' 8'-4' 12'-6' 7'-B" 12'-6" _155.0 7'-D' 7'-6' 8'-0" 7'-2' 9'-2" e'-10' B'-B" 8'-3' 12'-5" 8'-9' 7'-6" 12'-6- 155.0 7'-0_ 7'-6' a.-D. V-2' 9'-f0' 8'-10' 8'-8' 8'-3" 12'-5' 7'-6" 12'-6" 160.0 7'-0' 7'-4` 7'-11' 7'-O" 8'-10' 8'-8" 8'-7" 8'-1-1" 12'-2• 8'-8'---7'-5' 12'-6" 180.0 7'-O• 7'-4• 7'-11' 7'-0' 9'-9- _ 8'-B• - 8'-7' 8'-1' _ 12'-2• --7'-5" 12'-6' MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. T /END MULLION I o --- I I I` 3-� -INTERIOR MULLION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) " \`'S" '6"-�,\` \moi;•'���EN SF 12011 FLIECO INC. & Nautilus 0- F.R.L. MULLION SPACING:"S" _C" 4_41 7- g [I t��a Rollin Shutter S tem o. Io�15 �:_ � f LL-� IEE C® 1P3 c. 9 DATE '�(:• [_ TICCIT TESTING S ENGINECRINC COMPANY EXPERT SHUTTER SERVICES INC. .- 7,,•r( Q[�- e]as ..Mw e..,aU.xa.a+neona u.alcuS n.viae 1626 SAV.BILTMORE STREETl S q'.• .71r` ` o,ie:(wa)aN-15J0.Ia.:poalen-Ivl PORT ST.LUCIE,FL.34984 15-07 f•� ORI FAC 04. \ ` e-mail:Ultacobool.cam PHONE:(900)749-9055, :(772)e71-0990 DRAWING Ne , �\ EB-OOOb]19 WALTER A NWT Jr,P.E. e"a P:{ijF c�aa1l;fGN�T1 `��� FLORIDA Uc.1 44167 ./.o/.a SHEET 28 OF 26 111111 l� 1 'y f