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HomeMy WebLinkAboutFL12246_R3_II_EXPERT SHUTTER SERVICES, INC._NAUTILUS ROLLING SHUTTER SYSTEM_DRWG. 15-071GENERAL NOTES: 1. NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D. HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA E�UILDING CODE. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE /BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, 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 FEC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEEFS 15 THRU 18 & 20 THRU 26. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18 & 20 THRU 26. 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS JIM USED IN THEIR ANALYSIS. FASTENERS SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2012. NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH FLORIDA. REPORT # 1030.01-08 AS PER ASTM E 1996-05, E 1886-05 AND E 330 STANDARDS, QUALIFYING INSTALLATIONS FOR WIND ZONES 1, 2, 3 & 4, MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION INSTALLATIONS, AS DEFINED BY SECTIONS 6.2.1.1, 6.2.1.2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19 & 20 FOR ADDITIONAL LIMITATIONS. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY (UNLESS OTHERWISE NOTED), SEE SHEET 2. 4. ALL SCREWS (EXCEPT END RETENTION SCREW @) TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. ALL S.D.S. ARE TEK SCREWS MANUFACTURED BY ITW BUILDEX & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 5. BOLTS TO BE ASTM A-307, GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM YIELD STRENGTH. 6. NAUTILUS ROLUNG SHUTTER SYSTEM BEARS U.S. PATENTS #6,095,225 AND #7,409,980. 7. ANCHORS TO WALL FOR Q SIDE RAIL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: MIN. 3000 p.s.i. COMPRESSIVE STRENGTH. -5/16"0 TAPCON XL ANCHORS AS MANUFACTURED BY ITN BUILDEX, INC. -3/8"0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI, INC. A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: 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. A.2) MINIMUM EDGE DISTANCE (E.D.) INTO POURED CONCRETE SHALL BE: 4" FOR 5/16-0 TAPCON XL ANCHORS & 5" FOR 3/8"0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. A.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 SUCH PANELS. (B) TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL: ASTM C-90 -5/16"0 TAPCON XL ANCHORS, AS MANUFACTURED BY NW BUILDEX, INC. B.1) MINIMUM EMBEDMENT OF 5/16"0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK UNIT SHALL BE 2 1/4". NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 6.2) 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. 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 SUCH PANELS. (C) TO EXISTING WOOD FRAME BUILDING: SPRUCE PINE -FIR -SOUTH (G-0.36), DOUGLAS -FIR -SOUTH (G=0.46) OR SOUTHERN PINE #2 W/ G = 0.55 MIN. -5/16"0 TAPCON XL ANCHORS, AS MANUFACTURED BY ITW BUILDEX, INC. C.1) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4" PHYSICAL THREADED PENETRATION. NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. C.2) MINIMUM EDGE DISTANCETE.D.) OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4-. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. C.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 SUCH PANELS. B. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 9. ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. -3/8"0x1 1/4" CALK -INS MANUFACTURED BY POWER FASTENERS, INC. -1/4"00/4" SOLID -SET MANUFACTURED BY ALL POINT, INC. -3/8"0 KWIK BOLT TZ MANUFACTURED BY HILTI, INC. -5/16"0 TAPCON MANUFACTURED BY ITW BUILDEX, INC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILTI, INC. -HUS-H SCREW ANCHOR MANUFACTURED BY HILTI, INC. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EDGE DISTANCE AND EMBEDMENT$ ARE BEYOND ANY FINISH MATERIAL. ANCHOR SPACING 0 100% 3/4.0 KWIK BOLT TZ 27" EMBEDMENT ANCHOR SPACING 0 100% EDGE DISTANCE 0 GROUT FILLED OR 100% CONCRETE CONCRETE BLOCK 3/8"0x1 1/4" CALK -IN 3 3/4" 4 1/2" 1 1/4" (3000 psi) NOT ALLOWED 1/4"0x3/4" SOLID -SET 3" 3" 7/8" (3000 psi) NOT ALLOWED 3/8"0 KWIK BOLT TZ 9" 4" 2 1/2" (3000 psi) NOT ALLOWED 5/16"0 TAPCON XL 3 3/4" 3 1/8" 2 1/4" (2899 psi) NOT ALLOWED 10. ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, 10A, 11, 11A, 12, 12A, 13 & 13A. PSI) NOT ALLOWED -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILTI, INC. -HUS-H SCREW ANCHOR MANUFACTURED BY HILTI, INC. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EDGE DISTANCE AND EMBEDMENT$ ARE BEYOND ANY FINISH MATERIAL. ANCHOR SPACING 0 100% 3/4.0 KWIK BOLT TZ 27" 1/2"0 KWIK BOLT TZ 22 1/2- 3/8-0 KWIK BOLT TZ 6" 3/8"0 HUS -H SCREW 4" 3/8"0 WEDGE -BOLT 4 1/2- 1/2-0 HUS -H SCREW OR WEDGE BOLT 6" 5/8"0 HUS -H SCREW OR WEDGE BOLT 7 1 /2" EDGE DISTANCE 0 100% 9" 7 1/2- 4 3/8" 5" 4 1/2- 6' 7 1/2" EMBEDMENT 0 100% 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE, CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 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. 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL. 15. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 16. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE FLORIDA BUILDING CODE Hurricane GROUT FILLED OR CONCRETE CONCRETE BLOCK 4 3/4" (3000 psi) NOT ALLOWED 3 1/4" (3000 PSI) NOT ALLOWED 2" (3000 PSI) NOT ALLOWED 2" (3000 PSI) NOT ALLOWED 2 1/2" (3000 PSI) NOT ALLOWED 3" (3000 PSI) NOT ALLOWED 2 1/2" (3000 PSI) NOT ALLOWED 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE, CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 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. 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL. 15. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 16. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE FLORIDA BUILDING CODE Hurricane #1 #2 #3 )Rl.�3' R,499• 623• #4 5 R1.646' 654" #5 )_RI.997' #6 R2.160" o� .703• (A) SLATS 6D83 -T6 ALUMINUM ALLOY Fy= 31.5 ksi (min,) SCALE: 1/2" =1" 0 070' ,z OD SIDE RAIL * 6063-T6 ALUMINUM ALLOY SCALE: 12"= V *MUST BE REVIEWED BY SHUTTER MANUFACTURER TO ALLOW FOR A MINIMUM 0.050" CLEARANCE BETWEEN SCREW HEAD AND CAVITY WALL AT NON HURRICANE POSITIONS. #7 #8 #9 ).92.298- )t�R2.39lr ")JR2.499" ' #10 723' cera �\ (TYP.) \\ °+ DETAIL A ( �—DELC 2.000' (TYP.) 250' - DETAIL: C e.91J•4. 50" Dene � (TYP.) BOY ry0 0 DETAIL: B 5' &1 STARTER SLAT 6063-T6 ALUMINUM ALLOY SCALE: 12"=1" 359 © BASE SLAT 6063-T6 ALUMINUM ALLOY SCALE: IY = 1' EO BUILD-OUTTUBE 6063.78 ALUMINUM ALLOY SCALE: 12'= V O TRAPPED ANGLE 6063-T6 ALUMINUM ALLOY SCALE: 12" =1" © 4x6 MULLION 6061-T6 ALUMINUM ALLOY SCALE: 316" = V G1 4x8 MULLION 6061-T6 ALUMINUM ALLOY SCALE: 3/8" =1" COMPONENTS E1 BUILD -OUT TUBE 6063-T6 ALUMINUM ALLOY SCALE: 12" = 1" a.000- .125' 2.000' 2.000•— 250' - 250' 50" EO BUILD-OUTTUBE 6063.78 ALUMINUM ALLOY SCALE: 12'= V O TRAPPED ANGLE 6063-T6 ALUMINUM ALLOY SCALE: 12" =1" © 4x6 MULLION 6061-T6 ALUMINUM ALLOY SCALE: 316" = V G1 4x8 MULLION 6061-T6 ALUMINUM ALLOY SCALE: 3/8" =1" COMPONENTS E1 BUILD -OUT TUBE 6063-T6 ALUMINUM ALLOY SCALE: 12" = 1" a.000- 2.000' 2.000•— 250' - 250' 50" 'P) © 4x7 MULLION 6061-T6 ALUMINUM ALLOY SCALE: 316"=P' A1 2.612' .182 2.500' ��, III���'''000g0• ' 2.450' on .060• .040' 0.2100 /1Z AB TREAD $�jl �1\3 NU1 u�, w e.600• 188 STAIMESS STEEL WASHER TRUSS HEAD T40 SIX LOBE THREAD 410HT bC1EW** #12(5/161 HEDAB THREAD -* H OPTION #1 (MONOLITHIC) a.0oo' e .125• E2 BUILD-OUTTUBE 6063-T6 ALUMINUM ALLOY SCALE: 12" = V E3 BUILD -OUT TUBE 6063-T6 ALUMINUM ALLOY SCALE: 12"= V BWEAS OH 1/4"Ox3/4" ITWIBUILDEX TEK SCREW CARBON STEEL SCALE: 1/2" = T ir► JO 3I8"8 HILTI. INC. KWIK BOLT 3 ANCHOR CARBON STEEL SCALE. 12" = 1" 125" (T.P.) SCREWSPECS: 41UH T STAINLESS STEEL SCREW CGATEDVWTHACSILVER CHROMED -FREE ANTI -CORROSION cOAnNG SYSTEM, AS MMIUFACTUIED BY SUN BELTCOATING, LLC Fy=191.4 kSi(YELDSTREIC", Fa = 196.8 ksi (TENsIIE sTRBcN OPTION #2 (W/ WASHER) 1.050' c .322'0 .200' 625" .200• ACETAL BUSHING *** (USE W/ OPTIONS #1 AND #2) *** BUSHING SPECS: DENSITY: 1A 9knY TENSILE MODULUS: 377 ksi TENSILE STRESS AT YIELD: 9.135 ksi FLEXURAL MODULUS: 580 ksi IWO NOTCHED IMPACT: 6.5 kW © RETAINING SYSTEM: SCREW + BUSHING SCALE: 12' = V I--2.000"-7 OK STORM BAR 6061-T6 ALUMINUM ALLOY SCALE: 12" = 1" FLORIDA BUILDING CODE 250" (mv.) Hurricane u OK STORM BAR 6061-T6 ALUMINUM ALLOY SCALE: 12" = 1" FLORIDA BUILDING CODE 250" (mv.) Hurricane M 1 SIDE/END CAP 2 HOUSING (BACK & TOP) .040 THICK 3 HOUSING (FRONT & BOTTOM) .040 THICK 4 SPRING BRACKET 5 SPRING ASSEMBLY 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL (MAIN SECTION) 8 SIDE RAIL (COVER SECTION) 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 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 22 GEAR - PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX & END CAP ASSEMBLY COMPONENTS jam`, V ...... •.(/l!/�� C, 2015 TILTECO INC. \C ENS '..�� TILLIT TESTING & ENGINEERING COMPANY * * = 6355 N W 36th Sl, Sle. 305. YRGINU ( DENS. R. 33,St PM1one : (305)811-1530 . For : (305)671-1531 '6 STATE OF e-mail tilte06719 co®aol.com EB-00 �fLL WALTER A. TILLIT Jr. P.E. 4•••5 SUFLORIDA Lic a 44167 FLORIDA BUILDING CODE (Non High Velocit Nautilus Rolling Shutter System EXPERT SHUTTER SERVICES INC. 1626 S.W. BILTMORE STREET PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-9056 . FM: (772) 871-0990 Hurricane Zol DRAWN BY: F.R.L. 04/10/15 DATE 15-071 DRAWING No SHEET 3 OF 26 ;Al- NOTE: SINGLE UNIT SEE SHEETS 2 ELEVATION W/0 STORM & 3 FOR COMPONENTS BARS NOMENCLATURE. N.T.S. * 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 11'-0". (a) CURTAIN SHALL START W/ #1 SLATS AT TOP, FOLLOWED BY #2, #3, -... THEREAFTER, ALL THE WAY DOWN. EACH SLAT # SHALL CONSIST OF MIN. FIVE (5) SLATS 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 SLATOB MAY VARY WITH SHUTTER'S HEIGHT. (b) BOTTOM SLAT BQ MUST BE ALWAYS INSTALLED. ** CASE 2: SHUTTER HEIGHT LARGER THAN 11'-0" APPLICABLE TO INSTALLATIONS W/O STORM BARS AND W/ OR W/O MULLIONS W/ HEIGHTS LARGER THAN 11'-0". (a) CURTAIN SHALL START W/ #1 SLATS AT TOP, FOLLOWED BY #2, #3, ..... THEREAFTER, ALL THE WAY DOWN. EACH SLAT # SHALL CONSIST OF MIN. FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW #1 SLAT SHALL BE CONTINUED UNTIL #10 SLAT IS INSTALLED. AFTER #10 SLAT IS INSTALLED, ADDITIONAL #10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. (b) BOTTOM SLAT © MUST BE ALWAYS INSTALLED. T a. END) STof (SEE NOTE: SEE SHEETS 2 & 3 FOR CO N.T.S. 02015 TILTECO INC. ILIECO INC. sus N.W. 36tn. St., 50. Jos. N NA f 7C ' Phone : (305)871-1530 . Fm : (305)61 STATE f Q: a -moil: ti(teco®Ool.cOm c EB -0006719 Stnola� WALTER A. TILL Jr. FLORIDA Dc. Jr.44167 P.E.P. /ONA1. 411111111111N� * NOMENCLATURE. FLORIDA BUILDING CODE (Non High Velocit, Nautilus Rolling Shutter System EXPERT SHUTTER SERVICES INC. 1626 S.W. BILTMORE STREET PORT ST. LUCIE, FL. 34964 PHONE: (800) 749-9056 . FAX; (A9) 871-0990 I m END) Hurricane Zone DRAWN BY: F.R.L. 04/10/15 DATE 15-071 DRAWING No SHEET 4 OF 26 Max. MULLION SPACING F(SEE SCHEDULE SHEETS24, 25 & 26) rzor © orvs or yl ®W-1/10 OR W-2/11 OR W-3/12 OR W-4/13 BOX END CAP #1 SLATS #2 SLATS SLATS N Q a x v #4 z SLATS N Q N a N #5 ON w SLATS � N m mw m m z #6 M IXp 0 Q/8 SLATS z O j _ #, o 20 w SLATS x 0 o (TYPO _ w SLLATs o v D W _ I R/8 (Typ. Ea. END) o f R'/8 SLATS S1�OT5 G or © Or © Max. STORM BAR SPACING (SEE SCHEDULE ON SHEET 22) ® W-1 /10 OR W-2/11 OR W-3/12 OR W-4/13 Max. MULLION SPACING (SEE SCHEDULE ON SHEETS 24, 25 & 26) G or © V/g or ® REAR O(TYP.) BOX #1 SLATS 2 SLATS 3 SLATS SLATS #5 SLATS #6 SLATS SLLATS SLATS D (Typ. Ea. SLATS SLATS u I I I I I II II I II II 8�/ p g P/8 II II I II II I I II II II II 1 1 Q 8 ' I " I I I I I I 1 I I R S ii or ii I— 1 R 8 or R'/8 I R/8 or R'/8 I R/8 or i R'/8 R'/8 1 I I i t l i ii 1 R/8 or I I Ror I l I R/ I R ;]811 R/8 I II R /8 I W-1/10 OR W-2/11 OR B W-3/12 OR W-4/13 (TYP•) Max. SLAT SPAN Max. SLAT SPAN Max. SLAT SPAN (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/O STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: *AC SE 1: SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0 APPLICABLE TO INSTALLATIONS W/O STORM BARS, W/ STORM BARS OR W/ STORM BARS & MULLIONS W/ HEIGHTS UP TO 11'-0". (a) CURTAIN SHALL START W/ #1 SLATS AT TOP, FOLLOWED BY #2, #3, ..... THEREAFTER ALL THE WAY DOWN. EACH SLAT # SHALL CONSIST OF FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW #1 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED. QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT OB MAY VARY WITH SHUTTER'S HEIGHT. (b) BOTTOM SLAT© MUST BE ALWAYS INSTALLED. ** CASE 2: SHUTTER HEIGHT LARGER THAN 11'-0" APPLICABLE TO INSTALLATION W/O STORM BAR AND W/ MULLIONS W/ HEIGHTS LARGER THAN 11'—O". (a) CURTAIN SHALL START W/ #1 SLATS AT TOP, FOLLOWED BY #2, #3, ..... THEREAFTER ALL THE WAY DOWN. EACH SLAT # SHALL CONSIST OF FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW #1 SLAT SHALL BE CONTINUE UNTIL #10 SLAT IS INSTALLED. AFTER #10 SLAT IS INSTALLED, ADDITIONAL #10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. (b) BOTTOM SLAT BQ MUST BE ALWAYS INSTALLED. MAX. STORM BAR SPACING W-1 10 OR W-2/1 1 OR (SEE SHEET 22) ® W-3/12 OR W-4/13 LMax.SLAT 9 B Max. SLAT SPAN Max. SLAT SPAN SPAN(TYP•) (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. FLORIDA BUILDING CODE Hurricane END) 5/16"0 TAPCONS XL W/ POURED 5/16"0 TAPCONS XL W/ 2 1/4" Min. 1"xi"x1/8" OR 2"x2"x1/8" 2 1/1' Min. EMBEDMENT CONCRETE EMBEDMENT & 1"O.D.xO.060" GALV. ALUMINUM TUBE 1/4"0x3/4" ITW BUILDEX TEK SCREWS & 1"0.0.x0.060"' GALV. / REQ'D STEEL WASHER ®24" o.c. W/ 1" O.D.z0.060" GALVANIZED STEEL STEEL WASHER ® 24" o.c. / / 5/16"0 TAPCONS XL W / / WASHER ® 24" o.c. 2 1/4" Min. EMBEDMENT iO ® 24" o.c. / 1,. , POURED CONCRETE ;; POURED CONCRETE I OR GROUT FILLED ii OR GROUT FILLED —� CONCRETE BLOCK CONCRETE BLOCK WALL REQUIRED. .i WALL REQUIRED. O i EDGE ii u__ -_---- OPENING M " EDGE OF I. m OPENING M EXISTING � GLASS NG O n EXISTING GLASS ; (BEYOND) �� GLASS- 11' ' (BEYOND) " it II (BEYOND) �; ii SEE ANCHOR �I % _ ii SEE ANCHOR " s W SCHEDULES ON II 1' = w o SEE ANCHOR " i F "' SCHEDULES ON i SHEETS 16 17 k z SCHEDULES ON ;' O w w SHEETS 16, 17 w rn &18 ii A 0 SHEETS 16, 17 z 1= z A Do Min. SEPARATION E �' Min. SEPARATION it N Min. SEPARATION ii N TO GLASS (SEE SCHEDULES, I. EXT OR x w TO GLASS ° ( SEE SCHEDULES, w EXTERIOR w TO GIL " w EXTERIOR w ON SHEET 15) II < , ON SHEET 15) „ (SEE SCHEDULES, ,I ON SHEET 15) x w O E1 D I; OR E3 II I 0/80/8 0/8 1 0/8 0/8 0/8 POURED CONCRETE OR GROUT FILLED POURED CONCRETE u CONCRETE BLOCK POURED CONCRETE OR GROUT FILLED WALL REQUIRED / OR GROUT FILLEDCONCRETE BLOCK.11 CONCRETE BLOCK WALL REQUIRED. WALL REQUIRED. I it EDGE OF OPENING " ;! ;; EDGE OF ;; OPENING I� I E; ii o B Ei �_ 2 1/16" II 2 1/16" 11" MIN. E.D EQ 1 1/2"x1 1/2"x0.062"xCONT. ALUM. MIN. E.D 5/16"0 TAPCONS XL W/ EO ANGLE W/ 5/16"0 TAPCONS XL W/ _T T] 1„ ALUM. ANLL xCONT. ALUM. ANGLE 2 1/4" Min. EMBEDMENT 2 1/4" Min. EMBEDMENT ® 24" o.c. POURED CONCRETE 5/16'0 TAPCONS XL W/ T ® 24 o.c. (1'c=3 ksi Min.) REO'D. 2 1/4" Min. EMBEDMENT WALL MOUNTING FLOOR/CEILING / TRAPPED MOUNTING ® 24" o.c. BUILD -OUT MOUNTING SECTIONS "",,,, Y�, T;<<� ,, i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) INSTALLATION DETAILS ON EXISTING POURED +��?•��CENS •'•.,. '-., = F 02015 TILTECO INC. DRAWN BY: Nautilus F.R.L. CONCRETE OR GROUT FILLED CELL CONCRETE' 11LIEC Rolling Shutter System 040ATE15 BLOCK BUILDINGS * ' E �TA TILLIT TESTING & ENGINEERING COMPANY ]55 6N.W. 3618 d SL, SU. N INK WRpQS, Fl. 11166 EXPERT SHUTTER SERVICES INC, 1626 A •, • ` , Phon : (305)571-1530 . Fax : (X15)671-1531 S.W. BILTMORE STREET 1 5-071 SCALE: 3/16" = 1" '' F P , �� �i� �� •, �ORtO �� �� a -mail: tilteco®aol.com EB -0006719 PORT ST. LUCIE. FL. 34984 PHONE: (800) 749-9056 , FA%: (7]2) 871-0990 DRAWING No �— WALTER A. TILLIT Jr. P.E. "� xe P6scWmon w16 ay. x, o6xwmw, wn; I?'iy,T �T E FLORIDA Lic. # 44167 1 an 11-xa /10/1s ♦ SHEET 6 OF 26 ` WOOD OR RAFTER. 2"z4" OR EDGE OF OPENING EXISTING GLASS— (BEYOND) I ai I w (2) 2"x4" OR I r (2) 2"x6" CONT. WOOD I 3 STUD 0 16" I O.C. MAX. xi REQUIRED. (SEE SHEET 20) I � I 0* 8 1 2"x4" OR 2"x6= CONT. WOOD BOTTOM PLATE REQUIRED (SEE SHEET 20) 5/16"0 TAPCONS XL W/ 5/16"0 TAPCONS XL W/ 2 1/2" Min. PENETRATION 2 1/2" Min. PENETRATION & 1"O.D.xO.060' GALV. EXISTING WOOD & V'O.D.x0.060" GALV. STEEL WASHER 0 24" o.c. RUSSES OR RAFTER STEEL WASHER 0 24" o.c. O.C. MAX. 5/16"0 TAPCONS XL A W/ 2 1/2" Min. Min. SEPARATION PENETRATION TO GLASS 0 24" o.c. M OPENING (2) 2"x6" Z V OOH801t � O.C. MAX. w x A � _ Min. SEPARATION w O i TO GLASS 1 (SEE SCHEDULE ON J i a SHEET 20) w 3 SEPARATION i x -SEE ANCHORS w SCHEDULE COM. ON HEFT 21 i WOOD STUD m 0/8 E w 1 1/2"x1 1/2"x0.062" xCONT. ALUM. ANGLE X5/16"O TAPCONS XL W/ 2 1/2" Min. PENETRATION 0 24" o.c. i EXISTING WOOD DECK OR CONCRETE SLAB REQUIRED. 2"x4" OR EDGE OF/ 11\ \ \ I (2) 2"x4" OR OPENING (2) 2"x6" I CONT. WOOD STUD 0 16" EXISTING O.C. MAX. I REQUIRED. i (SEE SHEET 1 20) 1 My. N's 2"x4" OR 2"x6" CONT. WOOD BOTTOM PLATE REQUIRED (SEE SHEET 20) Min. SEPARATION - TO GLASS (SEE SCHEDULE ON SHEET 20) -SEE ANCHORS SCHEDULE ON SHEET 21 0/8 WALL FINISH EXISTING WOOD DECK OR B CONCRETE SLAB B REQUIRED. -i (2) 2"x4" OR EXISTING WO TRUSSES OF 1"xt"x1/8" OR 2"x6" CONT WOOD HEADER REQUIRED EDGE OFV51' c OPENING \I w A EXISTING Min. w GLASS i TO GLASS (BEYOND) I o SHEET 20) I W J 2 c OR 3 SEPARATION w (2) 2"x4" OR Io 0/8 COM. SEE ANCHORS y WOOD STUD -� W 3 ® 16" O.C. w MAX. REQUIRED r (SEE SHEET 20) T EDG =i 011110 SHEET 20) 1/4"0x3/4" ITW BUILDEX TEK SCREWS W/ 1" O.D.xO.060" GALVANIZED STEEL WASHER 0 24" o.c. SCHEDULE ON SHEET 21 2'x4"x0.062"xCONT. ALUM. ANGLE 5/16"0 TAPCONS XL W/ 2 1/2" Min. PENETRATION FINISH 0 24" o.c. MISTING WOOD ECK OR 'ONCRETE SLAB WALL MOUNTING WALL MOUNTING BUILD -OUT MOUNTING SECTIONS Y -Y INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS N.T.S. o'•._ STATE OF ?rte 5/16"0 TAPCONS XL W/ 2 1/2" Min. PENETRATION 0 24" o.c. 0 2015 TILTECO INC. IL I ECOIN IT TESTING & ENGINEERING COMI N.W. } h. Sl, Sb.D15, NRMNN ("VAENS. n. Phone : (305)8]1-1530. Fax : (395)071-15; e-mail: Ulteco®ool.com EB -0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 (2) 2N4" OR 2"x6" CONT— WOOD HEADER REQUIRED i (2) 2"x4" OR 2"x6" CONT. WOOD STUD 3 0 16" O.C. MAX. REQUIRED M (SEE SHEET 20) EXISTING WOOD— TRUSSES OR RAFTER 1"x1"xl/8" OR 2"x2"xt/8" ALUMINUM TUBE �I 2"z4" OR 2"x6" 1 CONT. WOOD BOTTOM PLATE - REQUIRED (SEE SHEET 20) z BUILD -OUT MOUNTING 1/4"0x3/4" TTW BUILDEX TEK SCREWS W/ 1' O.D.x0.060" GALVANIZED STEEL WASHER 0 24" a.c. J EXIEWR w A m Min. W w .0_. SEPARATION i TO GLASS o' (SEE SCHEDULE ON i SHEET 20) w Min. SEPARATION k _ � w 0/8 i SEE ANCHORS SCHEDULE ON SHEET 21 2'x4"x0.062"xCONT. ALUM. ANGLE 5/16"0 TAPCONS XL W/ 2 1/2" Min. PENETRATION FINISH 0 24" o.c. MISTING WOOD ECK OR 'ONCRETE SLAB WALL MOUNTING WALL MOUNTING BUILD -OUT MOUNTING SECTIONS Y -Y INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS N.T.S. o'•._ STATE OF ?rte 5/16"0 TAPCONS XL W/ 2 1/2" Min. PENETRATION 0 24" o.c. 0 2015 TILTECO INC. IL I ECOIN IT TESTING & ENGINEERING COMI N.W. } h. Sl, Sb.D15, NRMNN ("VAENS. n. Phone : (305)8]1-1530. Fax : (395)071-15; e-mail: Ulteco®ool.com EB -0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 (2) 2N4" OR 2"x6" CONT— WOOD HEADER REQUIRED i (2) 2"x4" OR 2"x6" CONT. WOOD STUD 3 0 16" O.C. MAX. REQUIRED M (SEE SHEET 20) EXISTING WOOD— TRUSSES OR RAFTER 1"x1"xl/8" OR 2"x2"xt/8" ALUMINUM TUBE �I 2"z4" OR 2"x6" 1 CONT. WOOD BOTTOM PLATE - REQUIRED (SEE SHEET 20) z BUILD -OUT MOUNTING 1/4"0x3/4" TTW BUILDEX TEK SCREWS W/ 1' O.D.x0.060" GALVANIZED STEEL WASHER 0 24" a.c. X 'WAIL FINISH X SEE ANCHOR! SCHEDULE ON SHEET 21 0/8 EXISTING WOOD DECK OR CONCRETE SLAT REQUIRED. FLORIDA BUILDING CODE (Non High Velocit Nautilus Rolling Shutter System EXPERT SHUTTER SERVICES INC. 1626 S.W. BILTMORE STREET PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-9056 . FAX: (772) 871-0990 Hurricane Zone DRAWN BY: F.R.L. 04/10/15 DATE 15-071 DRAWING No SHEET 7 OF 26 w m M w MINOR o' /\ w w Min. SEPARATION TO GLASS i (SEE SCHEDULE ON i SHEET 20) w N X 'WAIL FINISH X SEE ANCHOR! SCHEDULE ON SHEET 21 0/8 EXISTING WOOD DECK OR CONCRETE SLAT REQUIRED. FLORIDA BUILDING CODE (Non High Velocit Nautilus Rolling Shutter System EXPERT SHUTTER SERVICES INC. 1626 S.W. BILTMORE STREET PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-9056 . FAX: (772) 871-0990 Hurricane Zone DRAWN BY: F.R.L. 04/10/15 DATE 15-071 DRAWING No SHEET 7 OF 26 IS POURED \`�'J�� UODU CONCRETE OR (SEE SCHEDULES ON 17 & 18) 8: GROUT FILLED CONCRETE BLOCK 0 1/2-, 1/4 - OR /4"OR 1/8" SUP POURED C OR GROUT CONCRETE (SEE SCHEDULES ON SHEETS 17 & 18) �J * 0 4" o.c. 1/2", 1/4" OR 1/8" SLIP \\I TRAPPED MOUNT POURED (SEE SCHEDULES ON SHEETS 17 & 18) ( OR 0 4" O.C. 1/2" 1/4" OR 1/8" SLIP BUILD -OUT MOUNT SEE SCHEDULES ON\ POURED CONCRETE OR SHEETS 17 & 18) GROUT FILLED CONCRETE BLI JOR E3 2" 2" 2" OR 1" H 0 4" O.C. 1/2. 1/4.. D OR 1/8" SUP BUILD -OUT MOUNT SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SCALE: 1/4" = 1" ,.C. _SECTION Q -Q (PLANS SECTION Q -Q (PLAN) ORIENTATION #1 ORIENTATION #2 WALL MOUNT END MULLION WALL MOUNT END MULLION (2) 2"x4" OR 2"x6" STUDS - (SEE SHEET 20) MIN. 1/2" (SEE SCHEDULE ON SHEET 21) 1/2", 1/4" OR 1/8" SLIP FLUSH MOUNT (WALL) (2) 2"x4" OR 2"x6" STUDS (SEE SHEET 20) MIN. i 0 4" o.c. OR 1/8" SLIP SECTION R -R (PLAN) ORIENTATIONS #1 & #2 WALL MOUNT INTERIOR MULLION 2" OR 1" BUILD -OUT MOUNT SECTIONS 0'-0' (PLAN) SECTION R' -R' (PLAN) ORIENTATION #2 PIPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G G1 G2 SCALE: 1/4" = 1' INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS SCALE: 1/4' = 1" * ALTERNATIVELY TO OH , A 1/4"0-20x3/4" S.S. M.S. W/ NUT MAY BE USED FOR THIS CONNECTION I K s" A SECTION W/ STORM BARS SECTION P -P (PLAN) SCALE: 3/18" - 1" SECTION Q' -Q' (PLAN ORIENTATION #1 WALL MOUNT END MULLION SECTION Q' -Q' (PLAN) ORIENTATION #2 WALL MOUNT END & INTERIOR MULLION FLORIDA BUILDING CODE (Non High Velocity Hurricane 1/2" Min. 3" Min. E.( Min. EA 1/8" Min. EDGE OF SLAB IF APPLICABLE POURED CONCRETE (f'c=3 Ksi) 5" min. THICK REQUIRED 1" Min. FOR WIND ZONE -+y 1-3 t II II II 2" Min. FOR II WIND ZONE 4 II 0 0 If11 Min. -4SEPARATION TO 1 GLASS it(SEE SCHEDULES ONI II SHEETS 15 & 16) II I II I I K ° II I II II II EXISTING II GLASS H I I (TYP. TOP/BOT 0M)H II EDGE OF SLAB VUUKLU VUNCHtIb (f'c=3 ksi) IF APPLICABLE5" min. THICK REO'D 1---4 1/2" Min. E.D I--3" Min. E.D.— Min. E.D.- 1/8" Min. E.[ 1/2" Min. E.D. FOR 3/8"0 CALK -IN ANCHORS 3" Min. E.D=FOR 1/4"0 SOLID -SET ANCHORS 4" Min. E.DI--FOR 3/8"0 KWIK BOLT TZ EXPANSION ANCHORS 1/8" Min. E.D.---FOR 5/16"0 TAPCON XL ANCHORS 5/16"0 TAPCONS XL W/ EDGE 2 1/4" Min. EMBEDMENT IF APPLICABLE & 1"O.D.4.060" GALV. STEEL WASHER ® 24" o.c. -5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT & 1"O.D.4.060" GALV. STEEL WASHER 24" o.c. POURED CONCRETE (f'c=3 Ksi) 5" min. THICK REQUIRED t SEE STEP 3 ON SHEET 14 FOR SPECIAL it TREATMENT FOR WIND ZONES 1 THRU 3 a N I SEPARATION TO a� �w (SEE SCHEDULES ONI A am m p GLASSif Z Mo � A O w � �o I II g w (TIP. TOP/BOTTOM) II I I EXTERIOR N E w S (TYP. TOP/80T10M) 4" Min. (4) 3/8"0 CALK -IN ANCHORS OR (4) 1/4"0 SOLID -SET ANCHORS OR / (4) 3/8"0 KWIK BOLT TZ EXPANSION ANCHORS OR (4) 5/16"0 TAPCON XL ANCHORS 1 1 " Z,. 0 I ii II II I II I I II I II II I I I" Min. FOR II i WIND ZONE -SII 1-3 t It II I 2" Min. FOR jj I WIND ZONE --H 4 Min. EXTERIOR D BEYOND I SEPARATION TO GLASS (SEE SCHEDULES ONI A li SHEETS 15 & 16) EXISTING —yl p GLASSif I II ® I I S1 A S1 (TYP. TOP/BOTTOM)II I II (TIP. TOP/BOTTOM) II I I 0 (4) ANCHORS* PER 1IIIIII------ STORM BAR CONNECTION, SEE TABLE 2 ON SHEET 23 (Typ. TOP & BOTTOM) nVlK DMIOR 2"x2"x1/8"x0'-5" (6063-T6 ALLOY) ALUMINUM ANGLE EA. SIDE W/ ® (2) 1/4"0-14x3/4" ITW BUILDEX TEK SCREWS TO STORM BAR (R (Typ. TOP & BOTTOM) SECTION S - S <a MACHINE SCREW FULLY EMBEDDED INTO ANCHOR ANCHOR DETAIL A * 1/4" 0-20 OR 3/8" 0-16 MACHINE SCREWS USED JOINTLY W/ 1/4"0 x 3/4" SOLID -SET OR 3/8"0 x 1 1/4" CALK -IN ANCHORS RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS AT THE TIME STORM BARS ARE REMOVED. (SEE DET. A). (2) 3/8"0 CALK -IN ANCHORS OR (2) 1/4"0 SOLID -SET ANCHORS OR 1 (2) 3/8"0 KWIK BOLT TZ EXPANSION ANCHORS OR 7" (2) 5/16"0 TAPCON XL ANCHORS 1" j//2 1/16- /4 4- Min. POURED CONCRETE) MIN. E. -D QIP E.D. (f'c=3 ksi 5" min. 1 1/2"xt 1/2'"x0.062"xCONT. ALUM. THICK REQUIRED 5/16"0 TAPCONS XL W/ ANGLE W/ 5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT 2 1/4" Min. EMBEDMENT ®24" o.c. ® 24" o.c. EDGE OF SLAB' WALL MOUNTING IF APPLICABLE ``,``,1111111111/1//��7'',/ 1/2" Min. E.D.-- FOR 3/8"0 CALK -IN ANCHORS 0 2015 TILTECO INC. 3" Min. E.D^-I--FOR 1/4"0 SOLID -SET ANCHORS -�� Q-.•'��GENSF ��, 4" Min. E.D.FOR 3/8"0 KWIK BOLT TZ EXPANSION ANCHORS C /� 1/8" Min. E.D.---}•—FOR 5/16"0 TAPCON XL ANCHORS ID y '� C INC. FLOOR TO CEILING/ TRAPPED AND WALL MOUNTING: STORM TO CEILING / TRAPPED AND WALL MOUNTING : STORM BAR OK SECTIONS V SCALE: 3/16" - 1" ic:`�%c afE6� EB -0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 (2) ANCHORS* PER STORM BAR CONNECTION, SEE TABLE 3 ON SHEET 23 (Typ. TOP & BOTTOM) 2"x2"xi/8"x0'-5" (6063-T6 ALLOY) r" ALUMINUM ANGLE EA. SIDE W/ (2) 1/4"0-14x3/4" ITW BUILDEX TEK 5,.IZIA SCREWS TO STORM BAR QK (Typ. TOP & BOTTOM) SECTION S1 - S1 FLORIDA BUILDING CODE (Non High Velocit *Nautilus Rolling Shutter System EXPERT SHUTTER SERVICES INC. 1626 S.W. BILTMORE STREET PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-9056 , FA%: (772) 871-0990 Hurricane Zone DRAWN BY: F.R.L. 04/10/15 DATE 15-071 DRAWING No SHEET 9 OF 26 Min. E Min. EDGE OF SLAB IF APPLICABLE POURED CONCRETE_/ p J (f'c = 3 ksi Min.) II 3" 8" Min. THICK REO'D. II II II u II n II II EXISTING ---11 GLASS I I 1" Min. I n u I I I I I u II CL 2•.4W/ 3/4"0 THRU BTO MULLION © &(1) Zw 3/4"0 KWIK BEXPANSION ON ANCHOQ/8 3� Or W/ 6" Min. EMBEDR/8 a� � N V1 Z N or TOPPOUR&D BOTTOM�ER N /8 x0 w o' x ow N ZZ O N w Q/8 or Z o ow R/8 or it � = R'/8 O N E II w �� II II �� X II ¢ � h ® 11 u (TYP. EDGE OF SLAB IF APPLICABLE Min. E. Min. E.D.- Min. E.D. OR (1) 3/4"0 KWIK BOLT TZ EXPANSION ANCHORS 0 END AND INTERIOR MULLIONS ©& ® (ORIENTATION #1) AND END MULLIONS ©& G7 (ORIENTATION #2) FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION Min. E.D. ANCHORS 0 INTERIOR MULLION (ORIENTATION #2). r T T 1 EDGE OF SLAB 1 1 11 1 1 1 / IF AP CAILP BLE 111 LI -L 3 GDOR G1 3"x3'x1 /2'x0'-4" (6061—T6 ALLOY) Alum. ANGLE EA. SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION& (1) 3/4"0 KWIK BOL TZ EXPANSI01 ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) SECTION X1 -X1 W/ (G� (END & INTERIOR MULLION) (WZ ORIENTATION—L 1) (6"x4") 3"x3"x1/2'x0'-4" (6061—T6 ALLOY) EXTERIOR Alum. ANGLE EA. S(2) 2•.4W/ 3/4"0 THRU BTO MULLION © &(1) 3/4"0 KWIK BEXPANSION ANCHOQ/8 Or W/ 6" Min. EMBEDR/8 or TOPPOUR&D BOTTOM�ER /8 X1 (TV. TOP/BOTTOM) r POURED CONCRETE �(f'c = 3 ksi Min.) / 8" Min. THICK REO 'D. 1 SECTION X1 -X1 W/ � * (END & INTERIOR MULLION EDGE OF SLAB (W/ ORIENTATION# 1) IF APPLICABLE (8"x4") FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION 1" Min. E.D. ANCHORS 0 INTERIOR MULLION (ORIENTATION #2). Min. E. 1) OR (1) 3/4"0 KWIK BOLT TZ EXPANSION ANCHORS 0 END AND INTERIOR MULLIONS ©& ® (ORIENTATION #1 & #2) AND END MULLION G�1 (ORIENTATION #2) FLOOR TO CEILING / TRAPPED MOUNTING: MULLIONS (G� OR G 1 SECTIONS W-1 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * SCALE: 1/8" = 1" 7' 1 1 1/2" 3" 1 1/21• 3.. ( � I 3"x3"x1/2"x0'-6" (6061—T6 ALLOY) Alum. ANGLE EA. SIDE W/ (2) 3/4"0 THOU BOLTS TOMULLION G & (1) 3/4"0 KWIK BOLT TZ� EXPANSION ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) ALTERNATIVE SECTION X1 -X1 W/ n* END & INTERIOR MULLION W ORIENTATION 2 (4"x6") AJ n1/G AU—0kOUDI-10 ALLOT) Alum. ANGLE EA. SIDE W/(2) 3/4"0 THRU BOLTS TO MULLION G & (1) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) �1 "3'x3"x1/2"x0'-8" (6061—T6 ALLOY) Alum. ANGLE EA. SIDE W/_(2) 3/4"0 THRU BOLTS TO MULLION G1 & (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) (END MULLION ONLY) (INTERIOR MULLION ONLY ALTERNATIVES SECTION X1 -X1 W/ (W/ ORIENTATIONN2) (4,x8..) ' SIDE RAIL U AND BOX NOT SHOWN FOR CLARITY 11111111114 P• IT y., Q�: f`EN SLS •,�� 02015 TILTECO INC. V C IL ECO�N�. N.W. 3&h. sl, 9b. JOB. NItC1N1A WM Poona : OM 71-15 9 . Fax : (_/06)0, . e-mail: tilteco®col.com EB -0006719 WALTER A TILLIT Jr. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High Velocity Nautilus Rolling Shutter System EXPERT SHUTTER SERVICES INC. 1626 S.W. BILTMORE STREET PORT ST. LUCIE, FL. 34984 PHONE: (600) 749-9056 , Fm(772) 671-0990 Hurricane Zone DRAWN BY: F.R.L. 04/10/15 DATE 15-071 DRAWING No SHEET 10 OF 26 EDGE IF APPLICABLE I \\\\' 7 3/4" MIN. E.D. 2 E.D 2"xMULLION DEPTHx1/8" Cont. ALUM. TUBE (TOP & BOTTOM) W/ 5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT ® 24" o.c. 1/4"0x3/4" ITW BUILDEX TEK SCREWS W/ i" O.D.xO.060" GALVANIZED STEEL WASHER 0 24" o.c. 1 1/2" CONTINUOUS POURED CONCRETE (f'c = 3 ksi Min.) 8" Min. THICK REQ'D. (1YP. Tot'/BoTToM) I 1 1/2" Imo- M T J 11 1/2" I (TYP. TOP/BOTTOM) 7 3/4" \-4'x4"x3/8"x0'-10"(6061-T6 ALLOY) Alum. ANGLE MIN. E.D. EO EO EA. SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION & (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR W/ 5" Min. EMBEDMENT TO POURED CONCRETE WALL. (TYP. TOP & BOTTOM). EDGE IF APPLICABLE WALL MOUNTING: MULLIONS n OR CGS POURED CONCRETE WALL SECTION W-2 END & INTERIOR WALL MOUNTED MULLION INSTALLATION SCALE: 1 /8" = 1.1 EDGE IF APPLICABLE T-----1- 7 3/4" Min. E.D. 1, POURED CONCRETE (f'c = 3 ksi Min.) 8" Min. THICK REQ'D. 7 3/4" Min. E.DL--' 2 I _7 1 EDGE IF APPLICABLE - d" EXTERIOR I ,.. G OR G1 a"x4"x4"x3/8/8" (6061-T6 ALLOY) Alum. ANGLE EA. SIDE. ALTERNATIVE SECTION X2 -X2 W/ (GO OR Q* (END & INTERIOR MULLION) (A/ ORIENTATION # 2) (4"x6" or 4"x8") • SIDE RAIL DO NOT SHOWN FOR CLARITY FLORIDA BUILDING CODE Hurricane I 1 � EDGE IF APPLICABLE CONTINUOUS POURED 7 3/4" Min. E.D. 2„ 7 CONCRETE (f'c = 3 ksi Min.) 10 2 8" Min. THICK REQ'D. 2" END CAP 773/4' POURED CONCRETE (f'c = 3 ksi Min.) Z Min. E.D. EO. EQ. 8" Min. THICK REQ'D. EXTERIOR 4.. z,3 2N Nl 5 DOOR G1 it I I EXTERIOR 2" G OR G1 I I z a ® I I II 2.� r4;'x4"x3/8" Q/8 Or II Q/8 Or 7 3/4" Min. E.D. o m R/8 Or II I R/8 Or �- y 061- 6 ALLOY) w R'/8 ii R'/8 — — T GLE O EDGE IF APPLICABLE l z o o EXISTING IrMin. I D (WALL MOUNTED SHOWN, MAY BE SECTION X2 -X2 W/ n OR G1 w cuss �i ALSO INSTALLED TRAPPED MOUNTED jN n i i PER SECTION R' -R' ON SHEET 8.) (END & INTERIOR MULLION) � �w (W/ ORIENTATION # 1) �0 Min/E.0(6%4"1" 1 1/2'x1 1/2"xO.062"xCONT. ALUM. Or 8°X4") 7 3/4" 'f. ANGLE W/ 1/4"0x3/4" ITW BUILDEX �I MIN. TEK SCREWS ® 24" o.c. TO TUBE. IE.D. 1 1/2" CONTINUOUS POURED CONCRETE (f'c = 3 ksi Min.) 8" Min. THICK REQ'D. (1YP. Tot'/BoTToM) I 1 1/2" Imo- M T J 11 1/2" I (TYP. TOP/BOTTOM) 7 3/4" \-4'x4"x3/8"x0'-10"(6061-T6 ALLOY) Alum. ANGLE MIN. E.D. EO EO EA. SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION & (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR W/ 5" Min. EMBEDMENT TO POURED CONCRETE WALL. (TYP. TOP & BOTTOM). EDGE IF APPLICABLE WALL MOUNTING: MULLIONS n OR CGS POURED CONCRETE WALL SECTION W-2 END & INTERIOR WALL MOUNTED MULLION INSTALLATION SCALE: 1 /8" = 1.1 EDGE IF APPLICABLE T-----1- 7 3/4" Min. E.D. 1, POURED CONCRETE (f'c = 3 ksi Min.) 8" Min. THICK REQ'D. 7 3/4" Min. E.DL--' 2 I _7 1 EDGE IF APPLICABLE - d" EXTERIOR I ,.. G OR G1 a"x4"x4"x3/8/8" (6061-T6 ALLOY) Alum. ANGLE EA. SIDE. ALTERNATIVE SECTION X2 -X2 W/ (GO OR Q* (END & INTERIOR MULLION) (A/ ORIENTATION # 2) (4"x6" or 4"x8") • SIDE RAIL DO NOT SHOWN FOR CLARITY FLORIDA BUILDING CODE Hurricane 3/4"0 KWIK BOLT EXPANSION ® END MULLION ONS #1 & #2). 5/4"0 KWIK BOLT TZ EXPANSION ® INTERIOR MULLION ON #2). :RETE Min.) REQ'D. 1"0 KWIK BOLT TZ EXPANSION INTERIOR MULLION I #2). 1"0 KWIK BOLT T EXPANSION ANCHORS ® END MULLION (ORIENTATIONS #1 & #2). FLOOR TO CEILING / TRAPPED MOUNTING: MULLION G2 SECTION W-3 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * SCALE: 1/6" = 1 3"x3"x1/2"x0'-4" (6061—T6 ALLOY) Alur ANGLE EA. SIDE W/ (. 3/4"0 THRU BOLTS T( MULLION @ & (1) 3/ KWIK BOLT TZ EXPANS ANCHOR W/ 6" Min. EMBEDMENT TO POURE CONCRETE (Typ. TOP t BOTTOM) u 1/2"—I-3 1/2" fl SECTION X3 -X3 W/ * (END MULLION ONLY) (W/ ORIENTATION I (7„x4") EXTERIOR 3"x3"x1/2"x0'-7" (6061—T6 ALLOY) Z3"x3"x1/2"x0'-7" (6061—T6 ALLOY) Alum. ANGLE EA. SIDE W/ 2) 3/4"0 Alum. ANGLE EA. SIDE W/,-(2) 3/4"0 THRU BOLTS TO MULLION & THRU BOLTS TO MULLION & (1) 3/4"0 KWIK BOLT TZ EXPANSION (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR W/ 6" Min. EMBEDMENT TO ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & POURED CONCRETE (Typ. TOP & BOTTOM) BOTTOM) (END MULLION ONYX INTERIOR MULLION ONLY) ALTERNATIVE SECTIONS X3 -X3 W/ G- * (W/ ORIENTATION # 2) (4"x7") SIDE III,�IIIA"TIN/a'''� * CLARIRYIL (P)AND BOX NOT SHOWN FOR L- •'"•""" lI" FLORIDA BUILDING CODE (Non High Velocity Hurricane EDGE IF APPLICABLE 1 \ \ \ \ 1 2 1/6" 7 3/4" Min. E.D MIN. E.D. I 1 1/2" CONTINUOUS POURED—�-, CONCRETE (Pc = 3 ksi Min.) \ 8" Min. THICK REQ'D. 2"xMULUON DEPTHxi/8" Cont. ALUM. TUBE (TOP & BOTTOM) W/ 5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT 0 24” o.c. i CONTINUOUS POURED —I CONCRETE (f'c = 3 ksi Min.) B" Min. THICK REQ'D. I / � J III �-- END CAP 1/4"00/4" ITW BUILDEX TEK SCREWS W/ 1" 0.0.x0.060" GALVANIZED STEEL WASHER ® 24" O.C. D (WALL MOUNTED SHOWN, MAY BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION Q'—Q' ON SHEET 8.) Q-/8 1 1/2'•x1 1/2"x0.062"xCONT. ALUM. ANGLE W/ 1/4"0x3/4" ITW BUILDEX TEK SCREWS ® 24" ox. TO TUBE. 1 1/2" 7141 X4 (TYP. TOP/BOTFOM) 1 1/2" (TYP. TOP/BOTTOM) f 1 1/2" 7 3/4"" MIN. E.D. EQ EO 4"x4"x3/8"x0'-10"(6061—T6 ALLOY) Alum. ANGLE EA. SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION 4•• & (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR W/ _ Min. EMBEDMENT TO POURED CONCRETE EDGE IF APPLICABLE WALL. (TYP. TOP & BOTTOM). WALL MOUNTING: MULLION �2 POURED CONCRETE WALL SECTION W-4 END & INTERIOR WALL MOUNTED MULLION INSTALLATION SCALE: 1/8" = 1" EDGE IF APPLICABLE T— — -- — 7 3/4" Min. E.D. POURED CONCRETE (f'c = 3 ksi Min.) — 8" Min. THICK REQ'D. 7 3/4" Min. E.D. T "x4"x3/8" (6061—T6 ALLOY) lum. ANGLE EA. SIDE. EDGE IF APPLICABLE-/ SECTION X4 -X4 W/ G (END & INTERIOR MULLION (W/ ORIENTATION # 2) (4„X7„) * SIDE RAIL &D NOT SHOWN FOR CLARITY FLORIDA BUILDING CODE Hurricane 7 3/4" NOTCH WEB Z Min. E.D. (TYP TOP/BOTTOM) \ z \ O" N F N T -Min. Z d- If N II N EXISTING.," GLASS II a= G2 ZZ Q O u �— N J Z0 1it II O = �N n Q/8 w �0 /16"\ Min. E.D a 7 3/4" g' MIN. E.D. X 2"xMULUON DEPTHxi/8" Cont. ALUM. TUBE (TOP & BOTTOM) W/ 5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT 0 24” o.c. i CONTINUOUS POURED —I CONCRETE (f'c = 3 ksi Min.) B" Min. THICK REQ'D. I / � J III �-- END CAP 1/4"00/4" ITW BUILDEX TEK SCREWS W/ 1" 0.0.x0.060" GALVANIZED STEEL WASHER ® 24" O.C. D (WALL MOUNTED SHOWN, MAY BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION Q'—Q' ON SHEET 8.) Q-/8 1 1/2'•x1 1/2"x0.062"xCONT. ALUM. ANGLE W/ 1/4"0x3/4" ITW BUILDEX TEK SCREWS ® 24" ox. TO TUBE. 1 1/2" 7141 X4 (TYP. TOP/BOTFOM) 1 1/2" (TYP. TOP/BOTTOM) f 1 1/2" 7 3/4"" MIN. E.D. EQ EO 4"x4"x3/8"x0'-10"(6061—T6 ALLOY) Alum. ANGLE EA. SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION 4•• & (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR W/ _ Min. EMBEDMENT TO POURED CONCRETE EDGE IF APPLICABLE WALL. (TYP. TOP & BOTTOM). WALL MOUNTING: MULLION �2 POURED CONCRETE WALL SECTION W-4 END & INTERIOR WALL MOUNTED MULLION INSTALLATION SCALE: 1/8" = 1" EDGE IF APPLICABLE T— — -- — 7 3/4" Min. E.D. POURED CONCRETE (f'c = 3 ksi Min.) — 8" Min. THICK REQ'D. 7 3/4" Min. E.D. T "x4"x3/8" (6061—T6 ALLOY) lum. ANGLE EA. SIDE. EDGE IF APPLICABLE-/ SECTION X4 -X4 W/ G (END & INTERIOR MULLION (W/ ORIENTATION # 2) (4„X7„) * SIDE RAIL &D NOT SHOWN FOR CLARITY FLORIDA BUILDING CODE Hurricane TYPICAL MANDATORY PROCEDUR VERIFYING PRODUCT CODE CO EXISTING POURED CONCRETE OR GROUT FILLED CELL STEP 1: OBTAIN JOB SITE'S A.S.D. DESIGN PRESSURE RATING (p.s.f.) FOR THE OPENING AND DESIRED SLAT SPAN "L" (ft) TO PROTECT IT (SEE GENERAL NOTE #2, SHEET 1). STEP 2: ENTER TO CHARTS (Ia, Ib & Ib') THRU IC ON SHEET 15 TO DETERMINE, BASED ON AN 1/2" SLAT SLIP (in), ANCHOR TYPE AT SIDE RAILS; A.S.D. DESIGN PRESSURE RATING (p.s.f.); THE REQUIRED MAX SLAT SPAN "L" ft. THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION: • ENTER A.S.D. DESIGN PRESSURE RATING: SEE STEP (1) ABOVE. • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: LMAx: THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1/2" SLAT SLIP MAY BE USED, FOR A GIVEN A.S.D. DESIGN PRESSURE RATING. • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ic: PROVIDES SEPARATION TO GLASS FOR PRODUCTS W/O OR W/ STORM BARS (SEE STEP 4). STEP 3: OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va, Vb & Vb' ON SHEETS 16 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 (INCHES ON CENTERS). SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. STEP 4: IF PRODUCT INSTALLATION INCLUDES STORM BARS, MULLIONS OR STORM BARS & MULLIONS, THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. PROCEDURE 4a: IF STORM BARS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON CHART Ic, ON SHEET 15, IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE 1 ON SHEET 22 W/ A.S.D DESIGN LOAD; STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 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 ANCHOR TYPES COVERING PERMANENT (ANCHORS A & D) OR REMOVABLE (ANCHORS B & C) INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. E RELATFn Tn ITS RETE BLOCK STRUCTURES PROCEDURE 4b: IF MULLIONS ARE USED BUT W/O STORM BARS LATION 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER SCHEDULES to THRU 2c ON SHEETS 24,25 & 26 W/ A.S.D. DESIGN LOAD ; MAXIMUM MULLION SPACING (MAX., 12%& OR 7'), AND DETERMINE MAXIMUM MULLION SPAN (HEIGHT) W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN (©,©, © & (@), MULLION TYPE & MULLION ORIENTATION. 3. SEE SHEETS 10, 10A, 11, 11A. 12,12A, 13 & 13A FOR REQUIRED MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEILING (TRAPPED OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE (4),G & ,). PROCEDURE 4c: IF BOTH STORM BARS & MULLIONS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALL BE BASED ON CHART Ic, ON SHEET 15, IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE 1 ON SHEET 22 W/ A.S.D. DESIGN LOAD AND STORM BAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT). 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 ANCHOR TYPES COVERING PERMANENT (ANCHORS A & D) OR REMOVABLE (ANCHORS B & C) INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. 4. ENTER SCHEDULES 1a THRU 2c ON SHEETS 24, 25 & 26 W/ A.S.D. DESIGN PRESSURE RATING; MAXIMUM MULLION SPACING (MAX., 12',8' OR 7'), AND DETERMINE MAXIMUM MULLION SPAN (HEIGHT) W/ ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN (®,©,© & ©), MULLION TYPE & MULLION ORIENTATION. 5. SEE SHEETS 10, 10A, 11, 11A, 12,12A, 13 & 13A FOR MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEILING (TRAPPED)R WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE (©, G & G ). * PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES. SEE SHEETS 20 & 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. FLORIDA BUILDING CODE (Non High Velocity Hurricane SLAT PERFORMANCE CHARTS I8. 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 II_ 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. FLORIDA BUILDING CODE (Non 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/8'0 KWIK BOLT 3 ANCHOR OR 5/160o TAPCON XL ANCHOR, INTO POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR WITH 1/4"0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR WALL MOUNTED, TRAPPED MOUNTED, AND BUILD—OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. Hurricane CHART IS T CHART Ib CHART Ib' CHART IC USE MAXMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD 3/8"0 KWIK BOLT 3 ANCHOR 5/16"o TAPCON XL ANCHOR 5/16"o TAPCON XL ANCHOR USE MAXIMUM POWIVE A.S.D. LOAD VALUE POURED CONCRETE TO POURED CONCRETE TO GROUT FILLED CELL CONCRETE BLOCK MAX. A.S.D. MAX. SLAT SPAN 'LMAX.' MAX. SLAT SPAN 'LMAX.' MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS DESIGN (FT) (FT) 'LAW.' (FT) MEASURED TO BACK OF SLAT (in) RESSUR RATING WALL MOUNT TRAPPED MOUNT BUILD -OUT V & W/ BUILD -our MOUNT w/ E© WALL MOUNT TRAPPED MOUNT BUILD -OUT BUILD -OUT MOUNT w/Q WALL MOUNT TRAPPED MOUNT BUILD -our Mf�UNT Yj,( Molu�rrr w%Q W/0 STORM BARS W/ STORM BARS (PST) SEE NOTES # SEE NOtES # �J2 SEE NoN5 # � NOTES # SEE NOTES # SEE NOTES# �uM� SEE NOTES # SEE NOTES # SEE NOTES # ri h �2 SEE NOTES # ND ZONEWIND ZONE IND ZON WIND ZONE SEE NOTES # SEE NOTES # 1-3 4 1-3 4 30.0 20'-0" 15'-4" 20'-0" 20•_0" 20•_0" 15'_4" 20•_0" 18•_0" 20'-0" 15'-4" 18'-0' 15'-6" 1" 14 1/2" 6" 7" 35.0 20'-0" 15'-3" 20,_0" 18•_0•• 20,_0" 15•_0• 19•_0,• 16'_3• 20,_0"15,-0" 16'-3" 147-0" 1" 14 1/2" 6" 7" 40.0 20'-0" 15'-2" 19'-7" 16'-6" 20'-0" 14'-5" 17'-4" 14'-10" 18'-11" 14'-5" 14'-10" 12'-9" 1" -141/2- 6" 7" 45.0 20'-0" 15'-0" 18'-0" 15'-3" 20'-0" 14'-2" 16'-0" 13'-9" 17'-4" 14'-2" 13'-9" 12'-0" 1" 14 t/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" 11'-0" 1" 14 1/2" 6" 7" 55.0 20'-0" 14'-8" 15'-6" 13'-4" 17'-9" 12'-4" 13'-11" 12'-1" 15'-0" 12'-4" 12'-0" 10'-6" 1" 14 1/2" 6" 7" 60.0 19'-5" 13'-9" 14'-9" 12'-7" 16'-9" 11'-8" 13'-2" ii' -5" 14'-2" 11'-8" it' -4" 10'-0" 1" 14 1/2" 6" 7" 65.0 18'-4" 12'-11" 13'-11" 11'-11" 15'-9" 11'-0" 12'-5" 10'-11" 13'-4" 11'-0" 10'-10" 9'-6" 1" 14" 6" 7" 70.0 17'-4" 12'-1" 13'-3" 11'-4" 15'-0" 10'-6" 11'-10" 10'-4" 12'-9" 10'-6" 10'-4" 9'-0" 1" 13 1/2" 6" 7" 75.0 16'-6" 11'-7" 12'-7" 10'-10" 14'-3" 10'-0" 11'-4" 9'-11 12'-0" 10'-0" 9'-10" 8'-10" 1" 13 1/2" 6" 7" 80.0 15'-9" 11'-0" 12'-0" 10'-5" 13'-7" 9'-5" 10'-70" 9'-7" 11'-7" 9'-5" 9'-3" 8'-6" 1' 13" 6" 7" 85.0 15'-0" 10'-6" 11'-7" 10'-0" 13'-0" 9'-3" 10'-5" 9'-3" 11'-2" 9'-3" 9'-0" 8'-3" 1" 13" 6" 7" 90.0 14'-2" 10'-1" 11'-2" 9'-8" 12'-6" 8"-10" 10'-1" 8'-11" 10'-9" 8'-10" W-10" 8'-0" 1" 12 1/2" 6" 7" 95.0 13'-5" 9'-8" 10'-9" 9'-4" 12'-0" 8'-5" 9'-9" 8'-7" 10'-4" 8'-5" 8'-6" 7'-9" 1" 12 1/2" 6" 7" 100.0 12'-9' 9'-4" 10'-5" 9'-1" 11'-8" 8'-4" 9'-5" 8'-4" 10'-0" 8'-4" 8'-3' 7'-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" T-4" 1" 11 1/2' 6" 7" 110.0 i t'-7" 8'-8" 9'-9" 8'-6" 10'-11" 7'-10" 8'-10" 7'-11" 9'-3" 7'-10" 7'-9" T-2" 1" 11 1/2' 6" 7" 115.0 11'-1" 8'-5" 9'-6" 8'-4" 10'-7" 7'-8" 8'-8" 7'-8" 9'-0" 7'-8" 7'-8" 7'-0" 1" 11 1/2" 6" 7" 120.0 10'-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 10'-2" 7'-9" 9'-O" 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 1/2" 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 t" 10 1/2" 6" 7" 9'-1" 6'-11" 8'-4" 7'-5" 9'-1" - 7'-8" 6'-11" 8'-0" - 5•_10• 6'-4'"'V-"10 1/2" 6' 7" 8'-10" - 8'-2" 7'-3" 8'-107'-6" - - -10" 6"7" A55. 8'-6" - 8'-0" 7'-2" 8'-6" - 7'-4" - - - 10" 6"7" 8-3" - 7'-10" 7'-0" 8'-3" - 7'-2" - 21L - - 10" 6"7" 8'-0' - T-8" 6'-10" 8'-0" - 7'-1" _ 10" 6" 7" II_ 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. FLORIDA BUILDING CODE (Non 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/8'0 KWIK BOLT 3 ANCHOR OR 5/160o TAPCON XL ANCHOR, INTO POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR WITH 1/4"0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR WALL MOUNTED, TRAPPED MOUNTED, AND BUILD—OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. Hurricane 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 MAX. A.S.D. DESIGN PRESSURE RATING RANGE (p.s.f.) SLAT SPAN RANGE 0'-4' t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16' t > 16'-20' t 30.0 8" 8" 8" 8" 8" 8" 6„ 4 1/2- /2">31-40 >31-40 8" 8" 8" 8" 8" 7" 4 1/2" — >41-60 8" 8" 8" 8" 8" 4 1/2" — — >61-80 8" 6" 7 1/2" 7" 5 1/2" — — — >81-105 8" 8" 7 1/2" 5" 4" >106-120 8" 7 1/2" 6" 4" — — — — — >121-140 $" 6" 5" — — — — >141-160 7" 1 5" 4" 5 1/2" TRAPPED MOUNT MAX. A.S.D. DESIGN PRESSURE RATING RANGE (p.s.f.) SLAT SPAN RANGE 0'-4' t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16' t > 16'-20' t _ 30.0 6" 6" 6" 6" 6" 6" 6" — >31-40 6" 6" 6" 6" 6" 6" 4 1/2" - >41-60 6" 6" 6" 6" 6" 4 1/2" - - >61-eo 6" 6" 6" 6" 5" 4 1/2" _ - >81-105 6" 6" 6" 4 1/2" 4 1/2" - EE >106-120 6" 6" 5 1/2" 4" 4 1/2" ® E E E E >121-140 6" 5" 4 1/2" 3 3/4" 1 - 6" 6" 6" >141-160 6" 5" 4" — — — — — BUILD -OUT MOUNT _ SLAT SPAN -1 C -=======:J SLAT SPAN DEFINITION t NOTE: MAX. SLAT SPAN FOR A GIVEN A.S.D. DESIGN PRESSURE RATING SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. MAX.SLAT DESIGNGN 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.s.f.) E EO E� E E� EE EO E�E EO ® E E E E EO E� E� EO 0 <_ 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" >81-105 6" 6" 6" 6" 6" 5 1/2' S 1/2" 5 1/2" 4 1/2' 3 3/4" 3 3/4" - - - >106-120 6" 6" 6" 5 1/2" 5 1/2" 4 1/2 4 1/2" 4 1/2" 3 3/4 - >121-140 6" 6" 5 1/2 4" 4" - 3 3/4" 3 3/4" - >741-160 5" 5" 14" FLORIDA BUILDING CODE Hurricane 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 BUILDWGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM A.S.D. SLAT SPAN RANGE DESIGN PRESSURE RATING 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' (Psf) Vx vy Vx Vy Vx vy Vx vy Vx vy Vx vy Vx vy Vx vy s 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 - - >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 - - - - >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 - - - - >141-160 781 320 1 1186 400 1 1322 480 1 1873 560 1740 640 - - - - - - * NOTE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEET FOR Vx & Vy VALUES, Vy SIDE RAIL_ VX Vy SLAT 1—SPAN SLAT SPAN DEFINITION FLORIDA BUILDING CODE (Non High Velocity Hurricane SLAT PERFORMANCE CHART Ibl Not IC 1: (ONLY VALID FOR 1/2" SLIP) SLAT PERFORMANCE CHART 11b & IIC1: (ONLY VALID FOR 1/4" SLIP) FOR A GIVEN MAXIMUM A.S.D. DESIGN PRESSURE RATING (p. s.0 AND SHUTTER MOUNT CONDITION FOR FOR A GIVEN MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.S.0 AND SHUTTER MOUNT CONDITION FOR INSTALLATIONS W/0 STORM BARS PER DETAIL 2 BELOW INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW CHART Ibl USE W/ CHART ICI USE MICINI 1 VAWE BEIWEEN POSITIVE Ata NOWNE ASD. LOAD USE MAXIMUM POSITIVE A.S.D. LOAD VALUE 5/16"0 TAPCON XL ANCHOR MIN. SLAT SPAN "LMIN.* (ft) MAXIMUM DAES.D. PRESSURE RATING (Pst) MAX. SLAT SPAN OLMAX.0 (ft) REQUIRED MW. SEPARATION TO GLASS MESURED TO BACK OF SLAT (in) WALL eultD-Dur BUI D-OUr MOUNT MOI0 W/ MOI w/ (SEE NOIES A) (SEE NITS A) (SEE NOTES A) WALL TRIPPED IIIDi '" 8� A W/0 STORM BARS WIND 3NE5 WINDZONE 4 30.0 • 10'-0" ,-0" 8,-1" 1" 8 1/2" 35.0 " 10'-0" '-0" 7'-9" 1" 8 1/2" 40.0 a t0' -O" •_0" Y-5" 1" 8 1/2- 45.0 AM 10'-0" '-0" ffilo'-0, 7'-2" 1" 8 1/2" 50.0 w 10'-0" '-0" 7'-0" 1" 8 1/2" 55.0 AA+ 10'-0" •_0„ 6,-9" 1" 60.0 4x" 10'-0" '-0" 5'-5" 1" 8 1/8, SLAT PERFORMANCE CHART IIIl: (ONLY VALID FOR 1/8" SLIP) FOR A GIVEN MAXIMUM A.S.D. DESIGN PRESSURE RATING (P.s.O AND SHUTTER MOUNT CONDITION FOR INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW CHART IIIbl I ULe/FERED RT IIIC1 USE MAOI IIII BETE M P091NE AND NAAINE ASD. ION IMUM POSITIVE A.S.D. VALUE 5/16"0 TAPCON XL ANCHOR MIN. SLATLOAD SPAN "LMIN.W (ft) MAXIMUM A.S.D. DESIGN PRESSURE RATING s( )(SEE MAX. STAT SPM) 'LAwc.- (f7) IN. SEPARATION TO GLASS TO BACK OF STAT (in) WALL BUILD -GUT 8= -Our MOUTH MOUJQ W/ MWfQ W/ EL? �3M,QUM(P NOTES A) (SEE N016 A) (SEE NOTESA) WALL TRAPPED 8 E A O STORM BARS NES WIND ZONE 4 30.0 • 7'-6" 7'-6" 7'-6" _LfI1� 6'-7" 81/8,.35.0 •7'-2" 7,-2" 7'-2" 6'-4" 8 1/8"40.0 a 6'-9" 6'R 7'-3" 1" 8 1/8- 1"- _ 8 1/8" 40.0 w7'-7" 7'-7" 6'-8" 6'-8" 5'-11" 8 1/8" 7•_4" 6'-5" 6'-5" a16,_1" 5'-9" 8 1/8- 55.0 6'-3" 6'-3" V-7" 1" 8 1/8" 55.0 A!67'-3" 6'-1" 6'-1" 5'-5" 1" 8 1/8, ' 10' Z _ FOR WALL MOUNT @ 10'-0" FOR BUILD -OUT ; m MAX. OPENING,WIDTH DETAIL 2 (ELEVATION) SLAT �SPAN� SLAT PERFORMANCE CHART IV: (LESS THAN 1/8" SLIP) FOR A GIVEN A.S.D. DESIGN LOAD (p,s.f), SHUTTER MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/0 STORM BARS PER DETAIL 2 BELOW 5/16"B TAPCON XL ANCHOR CHART IlbI JUSE MAXIMUM Posnrfi A.S.D. LOAD VALUE USE A/ Dbl CHART IIC1 USE M IXi" VALUE BEIll POSITIVE AID NEGATIVE ASD. LOAD USE MAXIMUM POSNIVE AS,D. LOAD VALUE 5/16"0 TAPCON XL ANCHOR MIN. SLAT SPAN *LMIN.' (ft) MAXIMUM REQUIRED MAX. SLAT SPAN A.S.D.DEIM "LlwAx,, (ft) REQUIRED MfSUREDM TO BACK OF STAT (in)GLASSIN. SEPARATION TO RATING (Pst)v,J PRESSUREt7'-- BUILD-OUT BUILD -OUT MOUNT W/ Moupl W/ (€J 6) (SFE NOTES A) (SEE NOTES 6) WALL TRAPPED k BUu.D-our 8(EW�/ `� W/O STORM BARS WIND ZONES WIND ZONE 1-3 4 30.0 •8'-3" 3&0 " 8'-3" V-7" 1" 8 1/8- 35.0 A°A7'-9" 5'-10" V-9" 7'-3" 1" 8 1/8- 1"- _ 8 1/8" 40.0 w7'-7" 7'-7" 7'-0" 45.0 w 7; - 7•_4" 6._9. 1.. 8 1/$" 50.0 4M7'-3" 7,-3" 6'-6" 1" 8 1/8- 55.0 A!67'-3" 4'-5" 7'-3" 6'-4" 1" 8 1/8- 160.0 M» 1 7,-3" 1 7'-3" 4'-5" PRUCE PINE-FlR-FIR(G=0.36 60 4'-5" SLAT PERFORMANCE CHART IV: (LESS THAN 1/8" SLIP) FOR A GIVEN A.S.D. DESIGN LOAD (p,s.f), SHUTTER MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/0 STORM BARS PER DETAIL 2 BELOW 5/16"B TAPCON XL ANCHOR USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD JUSE MAXIMUM Posnrfi A.S.D. LOAD VALUE DESIGN LOAD (PST)6 MAX SLAT SPAN "L MAX." (FT) MIN. SLAT SPAN "LMIN.' (FT) REQUIRED MIN. SEPARATION TO GLASS MEASURED TO BACK OF SLAT (in) W� TRAPPED BUILD -OUT ADLDNT(a ��2J 8 SFE NOTES A WALL TRAPPED 6 BLRID-OUF 8 IN SEE NOTES A W/O STORM BARS ND ZON 1-3 WIND ZONE 4 30,0 - V-6" 6355 N.W. 36N.9.. Sla. 305, NRpNW GW DENS. P. MIN Phone : (]0.5)871-1510 . Fox : (3as)571-181 e-mail: ail: tilt... 000l.00nn SACK OF SLAT in WALL 3&0 " 6'-3- 40.0 " 6'-0" 45.0 ar 5'-10" 50.0 AVW 5'-9" 55.0 AW 5'-7- .04N 5'-5" MAXIMUM A.S.D. DESIGN LOAD VS WOOD GRADE SCHEDULE: VALID FOR DOtXYAS-+1R-SOUTH (00.46) SOUTHM PINE #2 (G=0.55) SPRUCE PINlE­F1R-SBH (G=036) " VALID FOR DOUQ AS -+IR -SOUTH (G=0.46) SOUTHERN PINE $2 (G -4X55) VALID FOR SOU IU N PINE I2 (G=0.55) INSTALLATION INTO WOOD FRAME STRUCTURES ' PLYWOOD AND 2'x6" WOOD STUDS . EACH SIDE, BEYOND) f USE MAXIMUM VNOE BLTM4H POSITIVE AND NEGATIVEASD. LOAD USE IN'OIIY PO91NE ASD, x TMD WWE MAXIMUM MAX. SLAT SPAN �� T REQUIRED MIN. SEPMATION A.S.D. 'LMAX• (ft) (FT) TO GLASS MESURED TO WOOD GRADE DESIGN'S DEFINITION 6355 N.W. 36N.9.. Sla. 305, NRpNW GW DENS. P. MIN Phone : (]0.5)871-1510 . Fox : (3as)571-181 e-mail: ail: tilt... 000l.00nn SACK OF SLAT in WALL BUILD -art WALL.�I� W/0 STORM BARS WALL MOUNT A RATING MOUNT THOU W WIND ZONES WIND ZONE (PST){ 0 �Ev �3 H 1 SFE NOf6 (SFE NOI6 1-3 4 SOUTHERN PINE #2 (G=0.55) 60. 4'-5" 4'-5" D'-0" 1" 5 1/2" DOUGLAS -FIR -SOUTH (G=0.46) 60 4'-5" 4'-5" PRUCE PINE-FlR-FIR(G=0.36 60 4'-5" 4' -5 - DETAIL 1 (ELEVATION) • A�1 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. t: WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER SIDE OF OPENING SHALL BE 33". FLORIDA BUILDING CODE •`���`Q�` �,�GENs�c �'9 •---' 02015 n rEco INC. x SLAT i SPN'1� w .n cs I z x J ao 3 SLAT SPAN DEFINITION 6355 N.W. 36N.9.. Sla. 305, NRpNW GW DENS. P. MIN Phone : (]0.5)871-1510 . Fox : (3as)571-181 e-mail: ail: tilt... 000l.00nn .• .• `� E PHONE: 4'-5 3/4' FOR I 1 WALL MOUNT A 1 1 V-5 FOR I I I 0 MAD -M H 1 MWNI °D MAx. Orolli c I Mmx 1/2" PLYWOOD AND Yn (2) 2"x4" WOOD STUDS OYP. EACH SIDE, BEYOND) f DETAIL 1 (ELEVATION) • A�1 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. t: WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER SIDE OF OPENING SHALL BE 33". FLORIDA BUILDING CODE •`���`Q�` �,�GENs�c �'9 •---' Nautilus Rolling Shutter System T SHUTTER SERVICES INC. 1626 S.W. BILTMORE STREET PORT ST. LUCIE, FL. 34984 (800) 749-9056 , FAX: (772) 871-0990 Hurricane Zon6 DRAWN BY: F.R.L 04/10/15 DATE 15-071 DRAWING No SHEET 20 OF 26 02015 n rEco INC. - : -T-- = TL Eco INC. TILUT TESTING 8 ENGINEERING COMPANY EXPER �,•, STATOF : M = C E ` E 6355 N.W. 36N.9.. Sla. 305, NRpNW GW DENS. P. MIN Phone : (]0.5)871-1510 . Fox : (3as)571-181 e-mail: ail: tilt... 000l.00nn .• .• `� EB -0006719 PHONE: -� .� I AT 9�' WFFLLOR TER DA LA. kLL� 44167E Nautilus Rolling Shutter System T SHUTTER SERVICES INC. 1626 S.W. BILTMORE STREET PORT ST. LUCIE, FL. 34984 (800) 749-9056 , FAX: (772) 871-0990 Hurricane Zon6 DRAWN BY: F.R.L 04/10/15 DATE 15-071 DRAWING No SHEET 20 OF 26 MAX. ANCHOR'S SP G SCHEDULE VI FOR N SHUTTER MOUNTIN DESIGN LOAD (psf) AND SLAT SPAN RAN3E WALL MOUNT & BUILD -OUT MOUNT TO 2"x4" WOOD STUD (SEE DETAIL 1 ON SHEET 20) WOOD GRADE M INuM A.S.D. DESIGN PRESSURE RATING RANGE (P-0 SLAT SPAN RANGE 11-0" to 4'-0" SOUTHERN PINE #2 (G=0.55) <_ 30_.0 *>7 40 6" 50 60 6" 6" DOUGLAS -FIR -SOUTH (G=0.46) < 30.0 6" 40 6" SPRUCE PINE -FIR -SOUTH G=0.36 < 30.0 - 6" WOOD GRADE, A.: Q WALL MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 1/2" PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADE MA MUM ASD. DESIGN PRESSURE RATING RANGE (P.0 SLAT SPAN RANGE 0' t04'* >4't05' * > 5't06 #>6't07' *>7 t09' *>9'jrj 10" SOUTHERN PINE #2 (G=0.55) < 6" 6" 6" 6" 6"_ 6" fl60 6" 6" 6" 6" 6" 4 3/4" MOUNT W E 6" - 6" 6" 5" 4 3/4" 3 1/2" 6" 6" 5 3/4" 5 1/4" — 3 3/4" 3" DOUGLAS -FIR -SOUTH (G=0.46) <- 30.0 6" 6" 6" 6" 6" 6" 4 1/4" 40 6" 6" 6" 5 1 /4" 5 1 /4" SPRUCE PINE -FIR -SOUTH G=0.36 < 30.0 6" 6" 6" 6" 6" 5 1/4" BUILD -OUT MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 1/2" PLYWOOD (SEE DETAIL 2 ON SHEET 20) * NOTE: MAX. SPAN FOR SLAT FOR A GIVEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHARTS ON 20 SHEET. FLORIDA BUILDING CODE Hurricane Zone) IMUOMUM SLAT SPAN RANGE WOOD GRADE A.S.D. DESIGN PRESSURE 0'-4' * > 4'-' * > 5--v * > s'-7' * > 7 9' * > s' -1o' RATING RANGE (PA BUILD -OUT BUILD-OUf BUILD-0UT BUI UT BUILD-OUE KURD -DUE BUI D-OIR BUM-OUf BUIU)-OUf BWID-OUf UI Ur BUILD-OUr MOUNT W E MOUNT W E MOUNT W/ E MOUNT W/ E MOUNT W E MOUNT W E MOUNT W/ E MGUNT W E MDUNT W/ E MOUNT W E =NT W E MOUNT W E < 30.0 6" 6" 6" _ 6" _ 6" 6" 6'" 6" 61,_ 6" 6" 6" SOUTHERN PINE #2 40 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 5 1/4" _M3 5 1/4" (G=0.55) 0 )0::- 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-SOUTHLfl�3 .0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" (G=0.46) 6" 6" 6" 6" 6" 6" 5 1/2" 5 1/2" 5 1/2" 5 1/2" 4 1/2" 4 1/2" SPRUCE PINE-FIR-SOUTH.0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 5 1/4" g" G=0.36 * NOTE: MAX. SPAN FOR SLAT FOR A GIVEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHARTS ON 20 SHEET. FLORIDA BUILDING CODE Hurricane Zone) TABLE 2 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) wm11r ASA STORM BAR SPACING "a" (Fr) MIRE 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 1 6' 6.667' 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 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 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,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 45.0 A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,BAD A,B,C,D A,B,C 50.0 A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C 55.0 A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C A,8,C 90.0 A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C A,B,C A,B,C 65.0 A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C A,B,C A,B,C AR 70.0 A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C A,B,C A,B A 75.0 A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C A,B,C A,B A A 80.0 A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C A,B,C A,B,C A A A 85.0 A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C A,B,C A,B A A A 90.0 A,B,C,D A,B,C,D A,B,C,D A,B,C A,B,C A,B,C A A A A 95.0 A,B,C,D A,B,C,D A,B,C,D A,B,C A,B,C A,B A A A A 100.0 A,B,C,D I A,B,C,D A,B,C,D A,B,C A,B,C A A A A A 105.0 A,B,C,D A,B,C,D A,B,C I A,B,C A,B A A A A A 110.0 A,B,C,D A,B.C,D A,B,C A,B,C A A A A A A 115.0 A,B,C,D A,B,C,D A,B,C A,B,C A A A A A A 120.0 A,B,C,D A,B,C A,B,C A,B A A A A A A 125.0 A,B,C,D A,B,C A,B,C A A A A A A A 130.0 A,B,C,D A,B,C A,B,C A A A A A A A 135.0 A,B,C,D A,B,C A,B,C A A A A A A - 140.0 A,B,C,D A,B,C A,B A A A A A A _ 145.0 A,B,C:D A,B,C A,B A A A A A A - 150.0 A,B,C,D A,B,C A A A A A A - 155.0 A,B,C A,B A A A A A A - - 160.0 ABC AB A A A A A - ANCHORS TYPE LEGEND A 3/8"e CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2" Min. EMBEDMENT* & 5" Min. THICK POURED CONCRETE (f'c = 3000 psi) B 3/8"ext 1/4" POWERS CALK -IN ANCHORS W/ 1 1/4" Min. EMBEDMENT* TO POURED CONCRETE (f'c = 3000 psi) & 3/8"e-16 MACHINE SCREWS C 1/4"ex3/4" ALL POINTS SOLID -SET ANCHORS W/ 7/8" Min. EMBEDMENT* TO POURED CONCRETE (f'c = 3000 psi) & 1/4"e-20, 18-8 STAINLESS STEEL MACHINE SCREWS D 5/16"e ITW/BUILDEX TAPCON ANCHORS W/ 2 1/4" Min. EMBEDMENT* TO POURED CONCRETE (f'c = 2899 psi) * EMBEDMENT IS BEYOND ANY FLOOR / CEILING FINISH TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S1 -S1 (SHEET 9) FOR A GIVEN A.S.D. DESIGN LOAD (p s f) & STORM BAR SPACING (ft) wiaRr ASLIX of 1 FRL95UE STORM BAR SPACING "a" (FT) allil 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667- 30.0 35.0 40.0 45.0 50.0 55.0 50.0 85.0 A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D 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 A,B,C A,B,C A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B.0 A,B,C A,B,C MAR A,B,C,D A,B,C A,B,C A,B,C A,B A A,B,C,D A,B,C A,B,C &B,C A A A A,B,C,D A,B,C A,B,C A A A A A,% D A. A,B,C A A A A A A,B,C A,B,C A A A A A A A,B,C A,B A. A A A A A A A q q A A A 70.0 A,B,C,D A,B,C A,B A A A A 75.0 A,B,C,D A,B,C A A A A A A - - 80.0 A,B,C A,B A A A A A- 85.0 A,B,C A A A A A A - - _- 90.0 A,B,C A A A A A 95.0 A,B,C A A A A A 100.0 A,B,C A A A A 105.0 A,B A A A A 110.0 A A A 115.0 A A A A-- 120.0 A A A 125.0 A A A_- 130.0 A A A 135.0 A A A 140.0 A A A 145.0 A A A 150.0 A A 155.0- 150.0 1 A I A �\CENSE TILLIT TE'. ??STAT n� *a 6"6 n: 6: 0 2015 TILTECO INC. ILIEC O ,Nc. e -moil: tiltec.(l Isom ES -0006719 WALTER A. TILLIT 01. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High Velocit *Nautilus Rolling Shutter System EXPERT SHUTTER SERVICES INC. 1626 S.W. BILTMORE STREET PORT ST. LUCIE, FL. 34954 PHONE: (800) 749-9056 . FAX: (7721 871-0990 Hurricane Zone DRAWN BY: F.R.L. 04/10/15 DATE 15-071 DRAWING No SHEET 23 OF 26 4ULLION - 1•`.. �•.�Cc •.-P : ®2015 nLTECO INC. MULLION SPACING: "S Z MAXIMUM MULLION SPAN (FO 'tCY� IL E MAX. MAX. A.S.D. DESIGN MAXIMUM MULLION TILLIT TESTING & ENGINEERING COMI 6355 N.W. SL. NFg Fl. © 4"x6"x1/4" MULLION Gt 4"x8"x1/4" MULLION G2 4'x7"x1/4" THICK (3/8" FLANGE) MULLION IRESSURE SPACING A.S.D. DESIGN MAXIMUM MULLION WALTER A. # 44167E FLORIDA LICis . © 4"x6"x1/4"MULLION G1 4"x8"x1/4"MULLION G2 4"x7"x1/4"THICK PRESSURE RATING, (n) SPACING (p.s.f.) ORIENTATION #1 t ORIENTATION #2 (Q)t ORIENTATION 1 P)t ORIENTATION #2 (Q) ORIENTATION 1 (=)t ORIENTATION #2 (� END INTERIOR END INTERIOR END I INTERIOR END INTERIOR END END INTERIOR 30.0 20'-0" 7'-10" 9'-8" 7'-3" 12'-0" 9'-4" 10'-7" 8'-0" 12•-6' 9'-8" 7'-6' 12'_6• 35.0 20'-0" 7•-4' 9'-3' 6'-9" 11'-5" 8'-8' 10'-0" 7'-7' 12'-6" B'-11" 6'-11" 12'-6" 40.0 20'-0` 6'-10" 8'-10" 6'-4" 10'-11^ 8'-1" 9'-7` 7'-3" 12'-6" 8'-5" 6'-6" 12'-6' 45.0 20'-0' 8'-6" 8'-6' 6'-6' 10'-6" 7'-8" 9'-3" 6'-11" 12'-6" 7'-11" 6'-2' 12'-6" 50.0 20'-0" V-2' 8'-2' 6'-0" 9'-11" 7'-4' 8'-11" 6'-7' 12•-6" 7'-4` 5'-11 12'-6" 55.0 20'-0' 5'-11" 7'-11" 5'-9" 9'-0' 6'-8" 8'-7" 6'-3` 12'-4' 6'-8" 5'-7" 12'-6" BOA 19'-5" 5'-9" 7'-9" 5'-6" 8'-6° 6'-4" 8'-6" 6'-2" 12'-0" 6'-4- 5,-6 12•_6• 65.0 18'-4" 5'-9 7'-9" 5'-4° 8'-4" 6'-4" 6'-4" 6'-2 11'-10' 6'-4` 5'-612'-6" 85.0 70.0 17'-4" 5'-9" 7'-8' 5'-4" 8'-2' 6'-3" 8'-2" 6'-2" 11'-9" 6'-3' S'-6 12'-6" 75.0 16'-6" 5'-9" 7'-7" 5'-4' 8'-0' 6'-3' 8'-0" 6'-2" 11'-7" 6•-3" 5'-6 12'-5" 80.0 15'-9" 5'-9" 7'-7' 5'-4' 7'-10" 6•-3' 7'-10° 6'-2" 11'-6" 6'-3' 5'-6 7'-7" 85.0 15'-0" 5'-9" 7'-7" 5'-4" 7'-9' 6'-3" 7'-9" 6'-2" 11'-5" 6'-3" 5'-6 12'-3 90.0 14'-2' 5'-10" 7'-7" 5'-5' 7'-9' 6'-4' 7'-9" 6'-3" 11'-5" 6'-4" 5'-7 12'-3 95.0 13'-5" 5'-10" 7'-7" 5'-6" 7'-9" 6'-5" 7'-9' 6'-4" 11'-5` 6'-5' 5'-8 12'-3 100.0 12'-9" 5'-11 7'-7" 5'-7' T-9° 60-6' 7•-9" 6'-4" 11'-5" 6'-6' 5'-9 12'-3 105.0 12'-2" 6'-0" 7'-7" 5'-7" 7'-9' 6'-7" 7'-9" 6'-5" 11'-5" 6•-7° 5'-9 12•-3 110.0 11'-7" 6'-0"7'-7" 110.0 5'-8' 7'-9" 6'-8" 7'-9" V-6" 11'-5" 6'-8" 5'-10' 12'-3 115.0 11'-1" 6'-1" 7'-7" 5-9` 7'-9' 6•-9" 7'-9" 6'-7" 11'-5' 6'-9' 5'-11" 12'-3 120.0 10'-8" 6'-1" 7'-6" 5•-9' 7'-9' 6'-10' 7'-9' 6'-7' 11'-5" 6'-10' 6'-0" 12'-3 125.0 10'-2' 6'-2" 7'-7" 1 5'-10" 7'-10' 7'-0" 7'-10' 6•-9" 11'-5" 7'-0" 6'-1• 12'_3 130.0 9'-10^ 6'-3' 7'-7" 5'-10" 7'-9" 7'-0" 7'-9° 6'-9' 11'-5" 7'-0" 6•-1" 12'_3 135.0 9'-5" 6'-4" 7'-7" 5•-11' 7'-10' 7'-2" 7'-10' 6'-10" 11'-5" 7'-2" 6•-2" 12'-3 140.0 9'-1' V-4" 7'-7' 6'-0" 7'-10" 7'-3" 7'-10" 6'-11" 11'-5'_-7'-6'-3" 8'-10° 5'-5" 12'_3 146.0 8'-10" 6'-5` 7'-6" 6'-0` T-9" 7•-4" T-9' 6'-11" 11'-5' 7'-4" 6'-3' 12'-3 150.0 8'-6" 6'-6' 7'-7` 6'-1" 7'-9" 7'-5" 7'-9' 7'-0" 11'-5" 7'-5" 6'-4" 12'_3 156.0 8'_3• 6•_6• 7•_7" 6'-2° 7'-9" 7'-6" 7'-9" 7'-1" 11,_5^ 7'-6" 6'-5" 12,-3 180.0 8'-0• 5'-7^ 7'_6• 6'-2° 7'-9" 7'-7" 7' 11•_5" 7'-7" 6'-6" 12•-3 4ULLION " 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. A. i E - 1•`.. �•.�Cc •.-P : ®2015 nLTECO INC. MULLION SPACING: "S Z MAXIMUM MULLION SPAN (Fr) 'tCY� IL E MAX. C O ,Nc. 3�:• .= 7YY •L t(r (� TILLIT TESTING & ENGINEERING COMI 6355 N.W. SL. NFg Fl. FZ �j �^• 1pglpp • �4 •••• •�� : 71- 5W 9W. . 53 ( ; m a -ail: titaco®aol.com ��j C` • • ��� A.S.D. DESIGN MAXIMUM MULLION WALTER A. # 44167E FLORIDA LICis . © 4"x6"x1/4"MULLION G1 4"x8"x1/4"MULLION G2 4"x7"x1/4"THICK PRESSURE SPACING FLANGE) MULLION (� (p.e.f•) ORIENTATION #1 (�t ORIENTATION /2 Qt ORIENTATION 1 (P) ORIENTATION #'2 (0.)t ORIENTATION �/2 (0.)t END INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR 30.0 20'-0" 7'-10" 9'-8" 7'-3" 12'-0" 9'-4" 10'-7" 8'-0" 12'-6` 7'-6' 12'-6' 35.0 20'-0" 7'-4" 9'-3' 6'-9" 11'-5" 8'-8" 10'-0" 7'-7` 12'-6' 6'-11` 12'-6" 40.0 20'-0' 6'-10" 8'-10" 6'-4" 10'-11' B'-1' 9'-7" 7'-3' 12'-6' 6'-6" 12'-6' 46.0 20'-0' 6'-6' 8'-6" 6'-6' 10'-6" 7'-8' 60.0 20'-0' 6'-2' B'-2" 6'-0" 10'-2` 7'-4° 8•-11" 5'-3` 12'-6" 56.0 20'-0" 5'-11' S'-9" 9'-10' T-0' 8'-7" 4'-10' 12'-4 a0.0 19'-5" 5'-9" 7'-9 5'-6" 9'-8" 6'-10" 8'-6" 4•-8" 12'-O' 5'-6' 12'-6" 85.0 18'-4' 5'-9 7'-9' 5'-4" 9'-7" 6'-10" 8'-5" 4'-8' 11'-10' 5'-6 12'-6" 70.0 17'-4' S'-9" 7'-8 5'-4" 9•-6" 6'-10" 6'-4" 4'-8" ii' -9" 5•-6 12'-6' 76.0 16'-6' S'-9' 7'-7' 5'-4" 9'-5" 6'-10' 8'-3" 4'-8" 11'-7" 5'-6 12'-5' 80.0 15'-9" 5'-9" 7'-7" 5'-4" 9'-4" 6'-10" 8'-3" 4'-8' 05.0 15'-O" 5'-9" 7'-7" 5'-4" 9'-3` 6' 90.0 14'-2" 5'-10" 7'-7" 5'-5" 9'-3" 6'-11' 8'-3" 4'-10" 11'-5" 96.0 13'-5 5'-10" T-7" 5'-6" 9'-3" 6'-11" 8'-3" 100.0 12'-9' 5'-11" T-7" 5'-Y 9•-3" 7'-0" 8'-2" 5'-0" 11'-5" 5'1-9 12'-3 105.0 12'-2" 6'-0" 7'-7° 5'-7" 9'-3 7'-1" 8'-2" 5'-1" it' -5' S'-9 12'-3 110.0 11'-7" 6'-0" 7'-7' S'-8" 9'-3" 7'-2" 8'-3" 5'-3' 11'-5' S'-10" 12'-3 116.0 11'-1" 6'-1` 7'-7' S'-9" 9'-3' 7'-2' 8'-3" 5'-4" 11'-5" 5'-11" 120.0 10'-8" 6'-1' 7'-6" 5'-9" 9'-3" 7'-3' 8'-2" 1 5'-5" 11'-5' 6'-0` 12'-3 125.0 10'-2' 6'-2' 7'-7" 5'-10" 9'-3' 7'-4' 8'-3" 6'-9" 11'-5` 6'-1" 12'-3 130.0 9'-10" 6'-3" 7'-7' S'-10" 9'-3" 7'-4" 8'-2" 6'-9' 11'-5' 6'-1" 12-3 135.0 9'-5' 6'-4° 7'-7" 5'-11" 9'-3" 7'-5" 8'-3' 6'-10" 11'-5" 6'-2' 12'-3 140.0 9'-1° 6'-4" 7'-7" 6'-0" 9•-3" 7'-6' 8'-3" 6'-11' 11'-5" 6'-3' 12'-3 146.0 8'-10° 5'-5" 7'-6' 6'-0" 9'-3` 7'-6" 8'-2" 6'-11" 11'-5" 6'-3' 150.0 8'-fi" 6'-6' 7'-7' 6'-1` 9'-3' 7'-7" 8'-2' 7'-0" 11'-5" 6'-4" --S3 166.0 8'-3^ 6'_6• 7•_7• 5'_2^ 9•_3• 7•_8- 6•-2^ 7.-1, 77•_5• 6•-5" A 100.0 8'-0" 6'-7" T-6" 6'-2" 9'-3' 7'-9" 8'-2" 7'-2" 11'-5' 6'-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. A. i E - 1•`.. �•.�Cc •.-P : ®2015 nLTECO INC. MULLION SPACING: "S Z 'tCY� IL E C O ,Nc. 3�:• .= 7YY •L t(r (� TILLIT TESTING & ENGINEERING COMI 6355 N.W. SL. NFg Fl. FZ �j �^• 1pglpp • �4 •••• •�� : 71- 5W 9W. . 53 ( ; m a -ail: titaco®aol.com ��j C` • • ��� ES -0006719 WALTER A. # 44167E FLORIDA LICis . Sldw %DATE FLORIDA BUILDING CODE (Non High Velocit *Nautilus Rolling Shutter System EXPERT SHUTTER SERVICES INC. 1626 S.W. BILTMORE STREET PORT ST. LUCIE. FL. 34984 PHONE: (800) 749-9056 , FAX: (772) 871-0990 Hurricane Zone DRAWN BY: F.R.L. 04/10/15 DATE 15-071 DRAWING No SHEET 24 OF 26 INSIALATION CASES MAX. A.S.D. � RATING (P. f.) MAXIMUM MULLIONMULLION SPACING (") MAXIMUM MULLION SPAN G 4'x6'x1/4' THICK G1 4"x8'x1/4' THICK MULLION RIENTATN)N 11 ORIENTATION ENTATNXN /10RIENTATION /1 OR WATON j (fit (0)t (fit (#t (0)t END INTERIOR END INTERIOR INTERIOR (FT) G3 2"x7'x1/4" THICK MULLION DINWAMON 01 owwA1I0N / w (0)t END INTERIOR MAXIMUM MULLION SPAN (FF) 12'-0" 12'-6" 12'-6• MAX. . A.S.D. MAXIMUM 11'-0' © 4"X6"x1/4" MULLIONG1 35A 4"x8"x114" MULLION G2 4"x7'x1/4" THICK (3/8' FLANGE) MULLION DESIGN MULLION 11'-O" 40.0 12'-0" 12'-6" 11'-8• 11'-4" __12 12'-6" i i'-0' GSE I 40.0 PRESSURI SPACING 10'-11" 10'-11' 12'-6' 11'-0" 50.0 12'-0" 12'-0• 10'-4" 10'-7" 12'-6" RATING (") + 55A12'-0' 12'-0" 11'-8' 9'-10" 10'-3" 12'-6' 11'-0" WAD 12'-0" 11'-4' p� 9'-i t" ORIENTATION #1 t=�t ORIENTATION #2 (Q t ORIENTATION #1 04ti ORIENFATION %2 (Q)t ORIENTATION #1 ORIENTATION #2 (Q)t 11'-0" - END INTERIOR END INTERIOR END I INTERIOR END INTERIOR END END INTERIOR 30.0 12'-0• 11'-7" 11'-6" 9'-9' 12'-6' 12'-6" 12'-6" 10'-7' 12'-6" 12'-6" 71'_3' 12'_6' 45.0 12'-0" 10'-7" 10'-11" 9'-2" 12'-6• 12'-6' 11'-11' 10'-0' 12'-6'112-6" 12'-6• 10'-4` 12'-6" 12'-6' 12'-0' 9'-10' 10'-5" 8'-9' 12'-6" 11'-8' 11 -4" 9'-6" 12'-6"-10` CASE D' 9'-7" 12•_6• 12'-2' 12'-0" 9'-3" 10'-1" 8'-4" 12'-5' 10'-11" 10'-11' 9'-i" 12'-6"-2• 11'-4' 9'-0' 12'-6' 12'-0• 8'-9' 9'-8' B'-1' 12'-0" 10'-4' 10'-7" 8'-9" 12'-6°-7' 8'-0" 8'-6' 12'-6" 91_0" 12'-0" 8'-4" 9'-5' 7'-10' 11'-8' 9'-10' 10'-3" e'-6" 12'-6•-1" 9•-0• 8'-1'12'-6' 460 r7o 12'-0' 8'-0•9'-2" 9'-0• 7'-6" 11'-4" 9'-5" 9'-11" 8'-3• 12'-6"-7" 9'-0• 7'-9" 12'_612'-0" 9•_0• 7'-8" 8'-11" 7'-2' 11'-0' 9'-1" 9'8' 8'0' 12'-6"-3` 80.0 7'-5" 1_12'-0" 9'-0" 9'_O• 7'-4" B' -e" 6'-11" 10'-9" 8'-9" 9'-5" 7'-10" 12'-6"-11"12'-6' 9•_O• g•_p- 70.0 12'-0" 7'-1" 8'-6• 6'-8" 10'-6" 8'-5" 9'-3" 7'-e' 12'-6" 8'-7" 6'-11" 12'-6' 9'-0" 12'-0" 6'-11" 8'-4" 6'-5' 10'-3• 8'-2' 9'-0" 7'-5' 12'-6" 8'-4' 6'-8' 12'-6' - 9•-0• 12'-0" 6'-8' 8'-2' 6'-3' 9'-9" 7'-11° 8'-10' 7'-2' e'_2• + 8'-1• 6'-6` 12•_6• 00.0 12'-0' 6'-B" e'-0" 6'-1' 9'-2" 7'-8• 8'-e• 7'-0' 7'-10" 6'-4" 12•_6' 05.0 12'-0' 6'-4" T-10" 5'-11" 8'-B" T-5" e'-6" 6'-10' Al2'-I" T-5" 6'-2' 12'_8' 100.0 12'-0' 6'-2" 7'-8" 5'-9" 8'-3" 7'-0" 8'-3" 6'-8" 7'-0" 6'-0' 12'-6' 105.0 12'-0" 6'-0" 7'-7' S' -e' T-10' 6'-8" 7'-10" 6'-6" 6'-8 5'-10" 1 12'-4" INSIALATION CASES MAX. A.S.D. � RATING (P. f.) MAXIMUM MULLIONMULLION SPACING (") MAXIMUM MULLION SPAN G 4'x6'x1/4' THICK G1 4"x8'x1/4' THICK MULLION RIENTATN)N 11 ORIENTATION ENTATNXN /10RIENTATION /1 OR WATON j (fit (0)t (fit (#t (0)t END INTERIOR END INTERIOR INTERIOR (FT) G3 2"x7'x1/4" THICK MULLION DINWAMON 01 owwA1I0N / w (0)t END INTERIOR 30.0 12'-0" 12'-6" 12'-6• 12'-6' 12'-6" 11'-0' '•�` 35A 12'-0" 12'-6" 12'-6" 11'-11• -6' 11'-O" 40.0 12'-0" 12'-6" 11'-8• 11'-4" __12 12'-6" i i'-0' GSE I 40.0 12'-0" - 12'-5• 10'-11" 10'-11' 12'-6' 11'-0" 50.0 12'-0" 12'-0• 10'-4" 10'-7" 12'-6" 11•-0• 55A12'-0' 12'-0" 11'-8' 9'-10" 10'-3" 12'-6' 11'-0" WAD 12'-0" 11'-4' 9'-5" 9'-i t" 12'-6" 11'_D" 80.6 12'-0" - 11'-3" 9'-4" 9'-11' 12'-6" 11'-0" - 30.0 8'-0" 12'-6" 12'-6" 12'-6" 12'-6' 11'-0" 35.0 8'-0° 12'-6" 12'-6" 12'-6' 12'-6" 11'-0" 40.0 8'-0' 12'-6" 12'-6• 12'-6' 12'-6' 11'-0" CASE 45.0 8-0" - 12'-6° 12'-6" 12'-6" 12'-6' - 11'-O" 50.0 8'-0" 12'-6• 12'-6' 12'-1" 12'-6' 11'-0" 55.0 8'-0' 12'-6" 12'-6" 11'-8"12'-6" 9'-0" 11'-0• CASE D' G& 81-0" 12'-2' 12'-2' 11'-4" 12'-2' 11'-D" WA 8'-0" - 12'-0" 12'-0" 11'-4' 12'-0" 11'-0" 3" 8'-O' 9'-0•1 9•_D• 9'_0" 91-0 . 91_0• 35.0 8'-0" 9'-O" g' -O• 91_0" 91-0• _ gl_O• 40.0 8'-0' 9'-0" 9'-0^ 91-0• 9'_0" 9•-0• 460 8'-0"9'-0" - 9'-O" g'-0" 9'-0• g'_p• g•_p- 60.0 8'-0' 9'-0" 9'-0• g'_p• 91_0• 9•_0• 66.0 8'-0" 9'-0" 9'-O" 9'-0` 9'-0' 9'-0" CASED 80.0 8'-0' - 9'-0" 9'-0" 9'_O• 91_0' - 9'-0" 85.0 8'-0" 9'-0' 9'-0• g•_a- 9•_O• g•_p- 70.0 8'-0" 9'-0" g' -p" 9•-0" g'_p• 91-0• 9'-0" 91-0.9,-0* 9'-0" 9'-0" 6'-0" 9'-0" 9'-0" 8'-9" • 9'-0" 9'-0" 8'-0" - 9•-0• 8'-9" + 8'-3" • 9'-0" - 9'-0' Aaom 8'-0" - 9'-p" e'_2• + 7'_g• • g•_p• _ 9•_p• 8'-0"9'-0' 7'-8• • 7'-q• • g'-0• _ g•-0• 8'-0• - 9'-0" 1 7'-3• • 7'-0" • 9'-0" 9'-D" * NOTE: USE 9'-0" IF ANCHOR CONSISTS OF HILTI, INC HUS -H SCREW OR POWER FASTENERS, WEDGE -BOLT ANCHOR. SEE SCHEDULES 1 & 2 ON SHEET 10A. DN ' MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. T MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. IATAIL1110N CASES MAX A.S.D.G DESIGN PRRATING ESSURE (P.e.f.) MAXIMUM MULLION SPACING (")' MAXIMUM MULLION SPAN 4"x6)1/4"THICK G1 4"x8'x1/4" THICK MULLION MULLION ATNIN /1 A710N /3RWATIDN 81OMENTARON 11 ORIENTATION W (°)t (0)t END INTERIOR END INTERIOR INTERIOR (FT) G3 2"x7'x1/4" THICK F MULLION ATDN /1 ORIENTATION / @#t (a)t END INTERIOR 30.0 12'-0• - 12'-6" 12'-6" 12'-6" 12'-6" 11'_0^ '•�` 35.0 12'-0" - 12'-6" 12'-6' 11'-11" 12'-6" 40A 12'-0" - 12'-6" 11'-8' 1 t'-4" 12'-6' 11'-0" CASE r Oso 12'-o• - 12'-5" 10'-11' 10'-11" 12'-6` SOA 12'-0" - 12'-0' 10'-4" 10'-7" 12'-6" 11'-0" 55.0 12'-0" - 11'-8" 9'-10' 10'-3" 12'-6" 11'-0" 80.0 12'-0• - 11'-4" 9'-5" 80.8 12'-0" - 11'-3' 9'-4" 9'-11' 12'-6" 1 T'-0• 30.0 8'-0• - 9'-0" 9'-0' 9'-0" 9'-0• 36A e'-0' - 9'-O• 9'_0• 91_0• 91_0" 40.0 8'-0' - 9'-0" 9'-0• 9'-0" 9'-0` 46.0 8'-0" - 9'-0" 9'-0" 9'-0" 9'-0" g'_p• 50.0 8'-0• - 9'-D° 9'-0" 9'-0" 9'-0" g' -p• 56.0 e'-0" - 9'-0" 9'-0" 9'-0" 9'-0" CASE D' 60.0 8'-0" - 9'-0" 9'-0" 9'-0" 9'-O" 70.0 8'-0• - 9'-0" 9'-0• 9'-0' 9'-O" 9•_p- 7510 B' -O' - 9'-0" 9'-O' 9'-0' 9'-0" g' -p• 80.0 8'-0" - 9'-0" 9'-0" 9'-0' 1 9'-0" I9'_p• 88.0 8'-0' - 9'-O" 9'-0" 9'-0" 9'-O" g'_p^ 9 -v 1 9'-0" 1 9-0" 9'-0" 95.0 8'-0' - 9'-0• 9'-O" 9'-0` 9'-0" 9'_0" 100.0 8'-0• - 9'-0" 9'-0" 9'-0" 9'-0" _ o•_n^ V _'•OAC -•,-T 02015 TILTECO INC. O +7 TILLIT TESTING & ENGINEERING COMPANY '•�` 9355 N.W. S . SL, SN, 305, MRMNA GWO6NS. D. 31166 PBans : (305)871-1510. Fax: (305)911-1511 ••F�O Dr •'•\v` e-mail: tilteco®aol.cam /O�(' •••919y�••• EB -0006719 WALTER A. TILLN Jr. P.E. FLORIDA Lic. # 44167 P,t!/fj E FLORIDA BUILDING CODE Nautilus Ys Rolling Shutter System EXPERT SHUTTER SERVICES INC. 1626 S.W. BILTMORE STREET PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-9056 . FAX- (7721 971 -noon Hurricane 2ol DRAWN BY: F.R.L. 04/10/15 DATE 15-071 DRAWING No SHEET 25 OF 26 SCHEDULE1c 4"x7"x1/4" THICK (3/8" FLANGE) MULLION END I INTERIOR 7'-0" 1 12'-6" 12'-6" 1 12'-6" 12'-6" ©4'5(6"xt/4" MULLION G1 4"x8"x1/4" MULLION REsIU MULLION 12'-6' 12'-6" RATING SPACING 7'-0" 12'-6' 12'-6" 12'-6" ORIENTATION (o)t ORIENTATION 2 (Q)t ORIENTATION #1 (o)t ORIENTATION 12'-6" 12'-6" END INTERIOR END INTERIOR END INTERIOR END I 4"x7"x1/4" THICK (3/8" FLANGE) MULLION END I INTERIOR 140.0 146.0 150.0 155.0 160.0 E MULLION SPACING: "S" MULLION 3 3 (FT) * MAX. ADEsicN MAX. A.S.D. DESIGN PRESSURE RATING 7'-0" 1 12'-6" 12'-6" 1 12'-6" 12'-6" 1 12'-6" 12'-6" 1 12'-6" 12'-6" 12'-6' 12'-6" 72'-6" 40.0 7'-0" 12'-6' 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" INTERIOR 3D.0 45.0 7'-0" 12'-6" 12'-0" 12'-6" 12'-6" 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" 12'-6' 55.0 7'-0" 12'-.6" 11'-3" 12'-6" 12'-6'12'-6` 12'-6" 12'-3" 12'-6" 12'-6" 12'-6" 12'-6" 12•-6• 80.0 7'-0' 12'-6" 10'-11 12'-6" 12'-6" 12'-6" 1V-71' 12'-6" 12'-6" 12'-6" 12'-6' 12'-6" 6&O 7'-0" 12'-6" 10'-8` 12'-1' 12'-6' 12'-6" 11'-7" 12'-6" 12'-6"12'-6" 11'-3" 12'-6' 12'-6- 135.0 70.0 7'-0' 12'-6" 10'-5" 11,-6" 12,_6" 12'-6" 11•_3" 12•_6„ 12'-6" 12'-6' 12'-6" 12'-6" 75.0 7'-0' 12'-1" 10'-2" 10'-11" 12'-6" 12'-6" 1 11'-0" 11'-11' 1 12'-6" 12'-6" 12'-6" 12'-6" 80.0 7'-0' 11'-6" 9'-11" 10'-6" 12'-4" 12'-6" 10'-10" 11'-5" 12'-6" 12'-6" 11'-11" 12'-6" B&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" 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" 9&0 7'-O' 10'-2" 9'-5" 9'-6" 11'-7" 11'-11° 10•-2" 10'-4" 12'-8" 11'-9" 10'-5' 1 12'-6" 100.0 7'-0' 9'-10" 9'-3" 9'-3' 11'-5" 11'-6" 10'-0" 10'-1° 12'-6" 11'-5° 10'-1" 12'-6- 105.0 7'-0' 9'-6" 9'-1" 9'-1" 11'-3" 11'-2" 9'-10" 9'-10" 12'-6" 1V-1" 9'-8" 12-6" 110.0 7'-0" 9'-3" 8'-11" 8'-10' 11'-1" 10'-10" 1 9'-9" 9'-7" 19'-6' 1n'-9• o•_s• 19'_F:• 140.0 146.0 150.0 155.0 160.0 E MULLION SPACING: "S" MULLION 3 3 (FT) * MAX. ADEsicN MAX. A.S.D. DESIGN PRESSURE RATING MAXIMUM MULLION SPACING (ft) ©4"x6"x1/4"MULLION MAXIMUM MULLION SPAN (Fr) G7 4"x8"x1/4"MULLION G2 4"x7"x114"THICK 8" FLANGE) MULLION (P -f.) ORIENTATION #1 J=)tj ORIENTATION #2 (Q)t ORIENTATION #1 FM)tj ORIENTATION #2 (Q)t ORIENTATION 2 2)'r END INFERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR 3D.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 7'-0• 12'-6` 12'-6' 12'-6" 12'-6" 12'-6" 12'-6" 12'-6' 12'-6" 12'-6` 12'-6' 0 7'-0" 12'-6" 12'-6" 12'-6" 12'-6' 12'-6" 12'-6" 12'-6" 12'-6" 12'-6' 12'-6" 45. 7'-0" 12'-6" 12'-0" 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- 55.0 7'-0" 12'-6" 11'-3" 12'-6" 12'-6" 12'-6" 12'-3" 12'-6" 12'-6" 12'-6" 12'-6" 0 7'-0' 12'-6" 10'-11" 12'-6" 12'-6" 12'-6" 11'-11" 12'-6' 12'-6' 12'-6" 12'-6" 65.0 T-0" 12'-6" 10'-8" 12'-1" 12'-6` 12'-6" 11'-7" 12'-6" 12'-6" 12'-6" 12'-6" 7'-0' 12'-6' 10'-5' 11'-6' 12'-6" 12'-6' 11'-3" 12'-6" 12'-6" 12'-6" 12'-6" 7.0 7'-0" 12'-1' 10'-2' 10'-11" 12'-6" 12'-6" 11'-0' 11'-11" 12'-6" 12'-6' 12'-6" 80 7'-0' 11'-6" 9•-11" 10'-6" 12'-4" 12'-6' 10-10" 11'-5" 12'-6" 11'-11" 12'-6" 7'-0" 11'-O" 9'-9" 10'-2" 12'-1" 12'-6' 10'-7" 11'-0" 12'-6" 11'-4" 1 12'-6" 90.0 TOn 10'-7" 9'-7" 9'-10' W-10" 12'-5" 10'-5" 10'-8' 12'-6" 10'-10" 7P -O' -0-2- 9'-5- 9'-6" 11'-7" 11'-11" 10•_2" 10'-4" 12'-6" 10'-5' 00.0 7'-0' 9'-10" 9'-3" 9'-3" 11'-5" 11'-6" 10'-0" 10'-1' 12'-6" 10'-1" 12'-6" 1 7'-0" 9'-6' 9'-1" 9'-1' 11'-3' 11'-2" 9'-10" 9'-10" 12'-6" 9'-8' 12'-6` 110.0 7'-0" 9'-3" 8'-11' V-10' 11'-1' 10'-10" 9'-9" 9 '-7" 12'-6" 9' -5" 12'-6" 115.0 T-0' 9'-0" B'-10" 8'-7" 10'-11" 10'-7" 9'-7" 9'-5" 12* -6" 9'-1" 12'-6' 120.0 7'-0" 8'-9" 8'-8` 8'-5" 10'-9" 10'-3" 9'-5" 9'-3' 12'-6" 9'-10" 12-8" 7'-0" 8'-6" 8'-7" 8'-2" 10'-7' 10'-0" 9'-4" 9'-1" 12'-6" 8'-7" 12'-6" 130. 7'-0" 8'-4" 8'-5' 8'-0" 10'-6" 9'-9" 9'-2" 8'-11' 12'-6" 8'-5" 12'-6" 135.0 7'-O" e'-2" 8'-4' 7'-9" 10'-4" 9'-7" 9'-1" 8'-9' 12'-6" 8'-2" 12'-6" 140.0 7'-0" 8'-O" 8'-3" 7'-7` 10'-3" 9'-4" 9'-0' 8'-7" 12'-6" 8'-0' 12'-6` 146.0 T-0" 7'-10" 8'-2" 7'-5" 10'-Y 9'-2" 8'-10' 8'-6' 12'-6" 7'-10" 12'-6" 150.0 7'-0" 7'-8" 8'-1" 7'-4" 10'-0" 9'-0" 8'-9" 8'-4" 12'-6" 7'-8" 12'-6" 15&0 7'-0" 7'-6" 8'-0" 7'-2" 9'-10" 8'-10" 8'-8` 8'-3" 12'-5" 7'-6• 12'-6' 160.0 7'-0" 7'-4" 7'-11" 7'-0" 9'-9" 8'-8" 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. TIC(jT��.,,� 0 2015 TILTECO INC. IL E C O .N.. IT TESTING & ENGINEERING CON N.W. ]fiery. St. SW. M. NNEINN aAF S' F PK. (305)671-15W . Fa" : (305)671-1; e-mail: tilteco0aol.com EB -0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High Velocit Nautilus Rolling Shutter System EXPERT SHUTTER SERVICES INC. 1626 S.W. BILTMORE STREET PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-9056 . FAX: (772) 871-0990 0 Hurricane Zone DRAWN BY: F.R.L. 04/10/15 DATE 15-071 DRAWING No SHEET 26 OF 26