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HomeMy WebLinkAboutEngineering - Shutters SpecificationL. GENERAL 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 BUILDING 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 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 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 Ma 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 ROLLING 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 ITW 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 ITW 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. 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. 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 SOUTHERNEXISTING PINEWOOD R MG BUILD 5I MW PRUCE PINE -FIR -SOUTH (G-0.36), DOUGLAS-FIR-SOUTH (G=0.46) OR -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 DISTANCE (E.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. 8. 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"Ox1 1/4" CALK -INS MANUFACTURED BY POWER FASTENERS, INC. -1/4"Ox3/4" SOLID -SET MANUFACTURED BY ALL POINT, INC. -3/8"0 KWIK BOLT TZ MANUFACTURED BY HILT], 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. EMBEDMENT ANCHOR SPACING @ 100% EDGE DISTANCE ® 100% CONCRETE GROUT FILLED OR CONCRETE BLOCK 3/8"0x1 1/4" CALK -IN 3 3/4" 4 1/2" 1 1/4" (3000 psi) NOT ALLOWED ��� 1/4"Ox3/4" 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 NOV 02017 5/16"0 TAPCON XL 3 3/4" 3 1/8" 2 1/4" (2899 psi) NOT ALLOWED 1 10. ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, PER.MITTING 10A, 11, 11A, 12, 12A, 13 & 13A. St. Lucie County, FL -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 EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. ANCHOR SPACING ® 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 @ 100% 9" 7 1/2" 4 3/8" 5' 4 1/2- 6- 7 1/2" EMBEDMENT ® 100% 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. �� 1N G SHALL ONLY BE USED TO IE'ji IN THE STATE OF FLORIDA 0 2015 TILTECO INC. TILLIT TESTING & ENGINEERING COMPANY 6355 NA 36th. St.. Ste. 305. VIRGINIA GARDENS, n. 33164 Phone : (305)871-1530 . Fox : (305)671-1531 e-mail: tilteco®aol.com ES-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High Velc *Nautilus Rolling Shutter System EXPERT SHUTTER SERVICES IN 1626 S.W. BILTMORE STREET PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-9056 FAX: (772) 871-0990 N. I DESCRIPDDN I DATE REV. He I KS=PnoN DID 11-242 Hurricane Zone) � T.R.L. 04/10/15 DATE 15-071 DRAWING No / #7 #8 #9 #10 -1 0 �y0��[.c �i #3 # 66c723' I #1 #2 570" .595' .620" i �A A 5 .542" . `-, a 1 .as1'r I I ° DETAIL: A R1.343' R1.499" R1.698' R1.848" R1.997' R2, 140" R2.298' R2.398" R2.498' R2.698' �. 0 a n 'n .� ,I 'o • N / LUET C 050.1 n ur n w o N W In 0 m (TYP.) DETAIL: C .588' .601' _ J .623' 1 \ 0.423, Ohryb .654' .679" ( DET.6 SLATS 703" •729' .751" .781'� / (TYP.) 807" 41 Al 3-T6 ALUMINUM ALLOY o Fy= 31.5 ksi (min.) DETAI SCALE: 12" =1" io 'O .156' .125" . 2' 1.280- .925" 1.220' -; _.1.� e,,....•_. _. _.....__.....6.nnl 156" N 125 1.280' 0 0 c - .070" 1.260` SIDE RAIL 606 T6 ALUMINUM ALLOY S E: 12" = 1" 125 --11- e --r .446' r--I d O I 0 125- o r r o TrPJ o � N N MUST BE RNQfED BY SHU MANUFACTURER TO A FOR A MINIMUM 0.050" CLEARANCE BETWEEN SCREW HEAD AND CAVITY WALL AT NON HURRICANE POSITIONS. O TRAPPED ANGLE 6063-T6 ALUMINUM ALLOY SCALE: 12" =1" 4x6 MULLION 6051-TS ALUMINUM ALLOY SCALE: 3M" = 1" BUILD -OUT TUBE 6063-T6 ALUMINUM ALLOY SCALE: 12"= V G1 4x8 MULLION 6061-T6 ALUMINUM ALLOY SCALE: ae'= 1" COMPONENTS 273' .453" z.612- 2.500' r 3- 784 16j1n_--=-Z.45D'-'i) 040" l r 060 N a � v.0 N ^ .60 r0.22 AB TREAD \! 26 Y m0p, 18-8 STAINLESS STEEL WASHM 070' `a (ttP.) C TRUSS HEAD T40 SIX LOBE THREAD 410HT scREw-* #12 (&161 HEX HEAD AS THREAD 410HT ScREW** i �I OPTION #1 (MONOLITHIC) .359'I- "T6 ALUMINUM ALLOY SCALE 12"= 1" © BASE SLAT 6063-176 ALUMINUM AI SCALE: 1 E1 BUILD -OUT TUBE 6063-T6 ALUMINUM ALLOY SCALE: 12" = 1" 4x7 MULLION 6061-T6 ALUMINUM ALLOY %1���,11,1„'f SCALE:3/8"= V �`.�P• TILLp, �Q. • ���EN Se P too E2 BUILE 6063-T6 12" =1" .125' E3 BUILD -OUT TUBE 6063-176 ALUMINUM ALLOY SCALE: 12" = 1" N OH 1/4"0x3/4" ITW/BUILDEXILKSCRE SCALE: 12" = 1" OI (/1:W/BUILDEXTAPCON" CARBON STEM," SCALE:1 1" In --1 JO 3/_8_-0 HILTI, INC. KWIK BOLT 3 ANCHOR CARBON STEEL SCALE:12"= V 0 2015 ICI +TILTECO INC. 11L1C ®1:3 C . TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SL, Ste. 305. VIRGINK GARDENS. Fl. 3316E Phone : (305)871-1530 . Fax : (305)871-153) e-mail: tilteco®aol.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 SCREW SPECS: 410HTSTAINLESS STEEL SCREW COATED WITH AC -SILVER CHROMED -FREE ANTI -CORROSION COATING SYSTEM. AS MANUFACTURED BY SUNBELT COATING, LLC Fy = 191.4 ksi (YIELD STRENGTH), Ftu = 196.8 ksi (TENSILE STRENGTH) OPTION #2(w/WASHER) 9.200' ' eo.200' ACETAL BUSHING *** (USE W/ OPTIONS #1 AND #2) *** BUSHING SPECS: DENSITY.1 A g/an- TENSILE MODULUS: 377 ksi TENSILE STRESS AT YIELD: 9.135 ksi FLEXURAL MODULUS: SBOJm - -VOD NOTCHED IMPACT: 6.5 k.RW © RETAINING SYSTEM: SCREW + BUSHING SCALE: 12" =1" �K STORM BAR 6061-T6 ALUMINUM ALLOY SCALE: 12"= 1" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Nautilus OR�RNLBY: Rolling Shutter System 04/10/15 EXPERT SHUTTER SERVICES INC. DATE 1626 S.W. BILTMORE STREET 15-071 PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-9056 , FAX: (772) 871-0990 DRAWING No NPR SHEET 2 OF 26 P as' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 14 �A 21 �� pa 0 4 /O 3 /O i SIDE/END CAP HOUSING (BACK & TOP) .040 THICK HOUSING (FRONT & BOTTOM) .040 THICK SPRING BRACKET SPRING ASSEMBLY 60 MM OCTAGONAL AXLE SIDE RAIL (MAIN SECTION) SIDE RAIL (COVER SECTION) ALUMINUM STARTER SLAT ALUMINUM SLATS 1-10 ALUMINUM BASE SLAT TUBULAR MOTOR MOTOR BRACKET SPRING, GEAR & MOTOR BRACKET BOLTS HOUSING (BACK & TOP) FASTENERS SIDE RAIL (MAIN SECTION) FASTENERS HOUSING (FRONT & BOTTOM) FASTENERS END RETENTION ASSEMBLY OCTAGONAL AXLE FASTENERS 60MM OCTAGONAL DRIVE CROWN CONNECTOR SLEEVE GEAR - PLASTIC OR ZAMAC CASING UNIVERSAL WITH DRIVE SHAFT 60MM OCTAGONAL IDLER END IDLER BRACKET WITH BEARING ID CAP ASSEMBLY COMPONENTS '•`��'0� ENs,"'- ;'any STATE OF ••V111/{L ® 2015 TILTECO INC. "1101EC 0 Itdc. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGI 7A GARDENS, F .33166 Phone : (3D5)871-1530 . Fox : (305)871-1531 e—mail: Glteco0ool.com ES-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane 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 No MCRIP11oN I DATE REV. Na IDt3C10PT10N 0. I 01D 11-212 104/10/151 1 DRAWN BY: F.R.L. 04/10/15 DATE 15-071 DRAWING No SHEET 3 OF 26 BOX �Y/6 & Y/7 END CAP �-- END #1 SLATS #2 SLATS #3 SLATS #4 SLATS x c� _ m #5 -SLATS OSLATS O�E / 0 /F " #7 SLATS O I S8 LATS J (Tyr _#9 SLATS (TYP•) #10 SLATS [//Y" Max. SLAT SPAN (SFF SCHFDW FS ON 1%417177s 15 A, qn) /6 & Y/ TYPICAL SINGLE UNIT ELEVATION W/O STORMS BARS *, ** NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: * CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0" APPLICABLE TO INSTALLATIONS W/0 STORM BARS, W/ STORM BARS OR W/ STORM BARS & MULLIONS W/ HEIGHTS UP TO 1 1'-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 SLAT © MAY VARY WITH SHUTTER'S HEIGHT. (b) BOTTOM SLAT © MUST BE ALWAYS INSTALLED. * CASE 2: SHUTTER HEIGHT LARGER THAN 11'-0" APPLICABLE TO INSTALLATIONS W/0 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. CAP END -m V/9 K REAR ( ® V/9 � @ REAR TYP.) K (TYP.) = N co w x w �d t" 0/8 m o m O�/$ rn � ¢Lj w (n D Ea. END) I STORM BAR SPACIN 7 (SEE SHEET 22) B W9 V/9 I Max. SLAT SPAN fff (SEE SCHEDULES ON SHEET 15) /111111/l Fk. fit •��� .AGE • ��c;: STATF F O TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. 0 2015 TILTECO INC. p� EGOm 7T= TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, MRGINIA GARDENS, Fl. 3316E Phone : (305)871-1530 . Fox : (305)871-1531 e-mail: tilteco®ool.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 �Y/6&Y/7 L ..---END CAP _#1 SLATS _#2 SLATS _#3 SLATS _#4 SLATS #5 SLATS SLATS 0/8 09/8 7 SLATS $ --, D / SLATS #9 SLATS A #10 (TyP ) SLATS /z Y/6 & Y/7 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zor Nautilus DRAWN BY: F.R.L. Rolling Shutter System 04/10/15 EXPERT SHUTTER SERVICES INC. DATE 1626 S.W. BILTMORE STREET 1 rJ-07 PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-9056 , FAX: (772) 871-0990 DRAWING No SHEET 4 OF 26 END CAP- N Z N d d En N o t5 (n Q/8 Z) o %. Z) w M J <w (Typ.) Cn W v Max. MULLION SPACING (SEE SCHEDULE ON SHEETS 24, 25 & 26) �W-1/10OR W-2/11 OR F/r-© or 0 Or W-3/12 OR W-4/13 all or .o G or G1 or Q—I Max. STORM BAR SPACING (SEE SCHEDULE ON SHEET 22) END CAR-4I I f l • #1 SLATS #2 SLATS 3 SLATS N Z #4 Z .13 '0SLATS CL N ¢ N O #5 pN �w SLATS J (n m V) #6 �a:CK SLATS M (no 00 w #7 xo W SLATS ' J V oZ) 0 w aN w #8 i v SLATSD o w (Typ. Ea. END) 9 SLATS #10 SLATS 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: CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0". APPLICABLE TO INSTALLATIONS W/O STORM BARS, W/ STORM BARS OR W/ STORM BARS & MULLIONS W/ HEIGHTS UP TO 11'-0". (a) CURTAIN SHALL START W/ #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 0 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--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 #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. Q/8 R/8 or R'/8 ®W-1/10 OR W-2/11 OR W-3/12 OR W-4/13 Max. MULLION SPACING L— (SEE SCHEDULE j ON SHEETS 24, 25 & 26) or (go r vs �( @ REAR V/9 � ' ` (TYP.) .m #1 ! I SLATS I i #2 1 I H SLATS If P/8 I I SLATS I I #4 i I SLATS II i I #5 I I SLATS - I 11 i II I #6 SLATS #7 SLATS SSLATS D (Typ. Ea. END) ff g SLATS #10 SLATS i i7 l/8 or i R/8 or I 1 II !i 'I i I I i i II MAX. STORM BAR SPACING —.-��� (SEE SHEEP BA i ® W-1/10 OR W-2/11 OR B W.-3/12 OR W-4/13 V/9 (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/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. Q'•' �.\CENSF'•'�� l�i �'• STA O r 0 2015 TILTECO INC. 111LIE C. TILLIT TESTING & ENGINEERING COMPANY 5355 N.W. 361h. St.. Ste. 305, VIRONIA GARDENS. Fl. 33166 Phone : (305)571-1530 . Fox : (305)671-1531 e—mail: tilteco@ool.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone Nautilus BY- -°�`"".. F.R.L. Rolling Shutter System 04/10/15 EXPERT SHUTTER SERVICES INC. DATE 1626 S.W. BILTMORE STREET PORT ST. LUCIE. FL. 34984 PHONE: (BOO) 749-9056 FAX: (772) 871-0990 1 Jr_071 DRAWING 1 No DESMMON I DATE REV. N. I DATE SHEET 5 OF 26 OLD 11-z4x P41folial 5/16"0 TAPCONS XL W/- 2 1/4" Min. EMBEDMENT & 1"O.D.xO.060" GALV. 1 f STEEL WASHER ® 24" o.c. I POURED CONCRETE OR GROUT FILLED_ CONCRETE BLOCK WALL REQUIRED. -------r---- --t—� ----- EDGE OFF OPENING rt EXISTING GLASS (BEYOND) ; u , n it SEE ANCHOR +; SCHEDULES ON SHEETS 16, 17 & 18 ;i Min. SEPARATION 'I TO-GLASS---,� (SEE SCHEDULES, ON SHEET 15) tI „II it 11 tl „ II It 0/8 ' II ;i t Ii POURED CONCRETE I, OR GROUT FILLED , CONCRETE BLOCK WALL REQUIRED n EDGE OF OPENING 1/16" IN. E.D E _e IC M z 0 tw =w rr = W N � o _ �w �w s" Q 1 1 1 1/2"x0.062"xCONT. ALUM. 5/16"� TAP DN S�r ANGLE 16"� TAPCONS XL W/ 2 1/4" Min. 2 1/4" Min. EDMENT ® 24" o.c. 0 24" o.c.LL MOUNTING POURED -1 CONCRETE REQ'D n u u u n u It It It „ 11 11 „ II II I, it 11 1 II 11 I, kl EXISTING ; GLASS (BEYOND) , SEE ANCHOR —� SCHEDULES ON ; SHEETS 16, 17 & 18 ; Min. SEPARATION u TO GLASS (SEE SCHEDULES, --' ON SHEET 15) It 1. POURED CONCRETE It OR GROUT FILLED �',L CONCRETE BLOCK WALL REQUIRED. 11 n n 11 II it II --5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT & 1 "O.D.x0.060" GALV. STEEL WASHER @ 24" o.c. U f a � wW F =w -U I w En 1zZ A � o- _ En �w EXTERIOR LiQ V E? I + 0/8 MIR�� POURED CONCRETE (f'c=3 ksi Min.) REQ'D. FLOOR/CEILING / TRAPPED MOUNTING SECTIONS INSTALLATION D_TAfL-S�ON EXISTING POURED='�.,,%,\UENSF'': CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK BUILDINGS SCALE: 3/ 16" 1"x1"x1/8" OR 2"x2"x1/8" ALUMINUM TUBE 5/16"0 TAPCONS XL W/ f 2 1/4" Min. EMBEDMENT ® 24" o.c. ; 1„ 1 I 0 , t POURED CONCRETE OR GROUT FILLED --- CONCRETE BLOCK WALL REQUIRED. I I , I I 1 1 I it ;i / i n 41 n EXISTING GLASS (BEYOND) u u ; ; u t I 1/4"0x3/4" ITW BUILDEX TEK SCREWS W/ 1" O.D.0.060" GALVANIZED STEEL WASHER @ 24" o.c. M SEE ANCHOR SCHEDULES ON " i W SHEETS 16, 17 ;; ; N & 18 w ii u ; A = Min. SEPARATION ;; ; TO GLASS " w (SEE SCHEDULES, T' ; — EXTERIOR x w ON SHEET 15) ; 1 li i I 11 I O' E . E1 ;! D 0 OR E3 { II I i II 0/8 0/8 11 , POURED CONCRETE OR GROUT FILLED ; f CONCRETE BLOCK I WALL REQUIRED. „ ; EDGE OF OPENING Ii r i —�------'— � it 2 1/16" ' MIN. f 1., } -` E.D L-2"x4"x0.062"xCONT. 5/16"0 TAPCONS XL W/ / ALUM. ANGLE 2 1/4" Min. EMBEDMENT ® 24" o.c. BUILD -OUT MOUNTING FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0 2015 TILTECO INC. *Nautilus DRAWN 8Y: F.R.L. Rolling Shutter System 04/10/15 EXPERT SHUTTER SERVICES INC. DATE TILLIT TESTING do ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, MRGINA GARDENS, Fl. 33166 1626 S.W. BILTMORE STREET Phone: (305)871-1530 . Fax : (305)871-1531 5_071PORT ST. LUCIE, FL. 34984 EB-00067006719 e-mail: Gaol.com PHONE: (800) 749-9056 , FAX: (772) 871-0990 DRAWING No WALTER A. TILLIT Jr. P.E. • No Drsc�rrlDN DA1E Kv. No Esc DMMM DATE FLORIDA Lic. # 44167 1 otn n-su 4/10/154 1 1SHEET 6 OF 26 e [5/16"0 TAPCONS XL W/ 2 1/2" Min. PENETRATION WOOD & i "O.D.xO.060" GALV. OR RAFTER. STEEL WASHER ® 24" o.c. (2) 2"x4" OR 2"x6" CONT. WOOD HEADER REQUIRED EDGE OF OPENING ! EXISTING GLASS — (BEYOND) ! ! w (2) 2"x4" OR _ (2) 2"x6" G CONT. WOOD STUD ® 16" ! O.C. MAX. REQUIRED. 2 (SEE SHEET 0 20) ! 100 ® ! 0/8 1 ! EDGE OF 2"x4" OR 2"x6- CONT. WOOD BOTTOM PLATE REQUIRED (SEE SHEET 20) W M = rn 0 0 J EXTERIOR 0 w _ A N = Min. w 0 SEPARATION tn = TO GLASS (SEE SCHEDULE ON J SHEET 20) w 3 = X -SEE ANCHORS W SCHEDULE ON SHEET 21 = o ® N ao 0/8 (_1 1/2"x1 1/2"xO.062" E.Q. xCONT. ALUM. ANGLE 5/16"0 TAPCONS XL W/ 2 1/2" Min. PENETRATION WALL 0 24" o.c. FINISH EXISTING WOOD DECK OR (2) 2"x4" OR 2"x6" CONT-� WOOD HEADER REQUIRED EDGE OEZ I OPENING 1 EXISTING GLASS — (BEYOND) 1 5/16"0 TAPCONS XL W/ 2 1/2" Min. PENETRATION WOOD & 1 "O.D.x0.060" GALV. OR RAFTER STEEL WASHER ® 24" o.c. 5/16"0 TAPCONS XL W/ 2 1/2' Min. PENETRATION ® 24" o.c. Min. SEPARATION - TO GLASS (SEE SCHEDULE ON SHEET 20) (2) 2"x4" OR EE ANCHORS (2) 2"x6" I SCHEDULE CONT. WOOD ON SHEET 21 STUD 0 16" 1 O.C. MAX. 1 D REQUIRED. i (SEE SHEET I 20) 8 ® B 0/8 1 0/8 1 2"x4" OR 2"x6" j WALL FINISH CONT. WOOD BOTTOM PLATE EXISTING WOOD REQUIRED m DECK OR (SEE SHEET 20' © CONCRETE SLAB e REQUIRED. EXISTING WOOD TRUSSES OR RAFTER 1"xI"x1/8" OR 2"x2"x1/8" ALUMINUM TUBE 1/4"00/4" ITW BUILDEX TEK SCREWS W/ 1" O.D.xO.060' GALVANIZED STEEL WASHER ® 24" o.c. (2) 2"x4" OR _ C� t'1 COAT. ! WOOD HEADER I REQUIRED I 1 FN- EDGE OF M cn = OPENING 1 ! z wz EXISTING ' 1 -j GLASS Il' I DQERIOR o (BEYOND) 1 I _ OR �3 1 ;I '! I I A w (2) 2"x4" OR I w Mincn 2"x6" CONT. =` I' ' I ( SEPARATION WOOD STUD TO GLASS I I 16" O.C. I (SEE SCHEDULE ON MAX REQUIRED SHEET 20) � (SEE SHEET 20) r- v o w I 0/8 G= Lj UU)) EDGE OF OPENINGT" 2"x4" OR 2"x6-" CONT. WOOD BOTTOM PLATE REQUIRED (SEE SHEET 20) 5/16"0 TAPCONS XL W/ 2 1/2" Min. PENETRATION ® 24" o.c, (2) 2"x4" OR 2"x6" CONT.— WOOD HEADEF REQUIRED EDGE OPENI EXIST! GLASS (BEYO _ OR E 0 _ (2) 2"x4" OR 2"x6" CONT. J -� WOOD STUD 3 0 16" O.C. MAX REQUIRE EXISTING WOOD TRUSSES OR RAFTER 1"x1"x1/8" OR 1/4"0x3/4" ITW BUILDEX 2"x2"x1/8" TEK SCREWS W/ ALUMINUM TUBE 1" O.D.xO.060" GALVANIZED STEEL WASHER ® 24" o.c. (SEE SHEET 20) ® o = o V) I 0/8 z W GG.77 ANCHORS _SEE SCHEDULE ON SHEET 21 2%4"xO.062"xCONT. ALUM. ANGLE ~�5/16"0 TAPCONS XL W/ 2 1/2" Min. PENETRATION FINISH ® 24" o.c. EXISTING WOOD DECK OR CONCRETE SLAB REQUIRED. < a I EDGE, IF APPLICABLE) WALL MOUNTING BUILD -OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS N.T.S. ••:�cENS,c••' STATE OF Q�3(\ ,Cal � R��_ fi p 0/8 p 2"x4" OR 2"x6" p CONT. WOOD p I BOTTOM PLATE REQUIRED i (SEE SHEET 20) I e�ea/ BUILD -OUT MOUNTING a FINISH � SEE ANCHORS SCHEDULE ON SHEET 21 0/8EXISTING WOOD DECK OR CONCRETE SLAT .-� REQUIRED, -I FLORIDA BUILDING CODE (Non High Velocit; 0 2015 TILTECO INC. � � (WNcutilus Rolling Shutter System TILLIT TESTING & ENGINEERINGG CO COMPANY EXPERT SHUTTER SERVICES INC.- 6355 N.W. 36th, SL, Ste. 305, VIRGINIA GARDENS. Fl. 33166 Phone : (305)871-1530 . Fox : (305)871-1531 1626 S.W. BILTMORE STREET e-mail:.com PORT ST. LUCIE, F1. 34984 EB-00067190006719 PHONE: (800) 749-9056 . FAX: (772) 871-0990 WALTER A. TILLIT Jr. P.E. RLY. No o[sc)amox oxre M Me DEscw►no)1 a FLORIDA Uc. # 44167 1 otn tt-2a 1/1o/1a a Hurricane Zone DRAWN BY: F.R.L. 04/10/15 DATE 15-071 DRAWING No SHEET 7 OF 26 ON I (SEE SCHEDULES ON\Zl OUT 1 1 GR CONCF SHEETS 17 & 18) BLOCK 1/2" 1/4" OR 1/8" SUP E.D.— TE OR I NST POURED CONCRETE OR GROUT FILLED F I ORO —� OI OR(?LES1 in. E.D. POURED OI OR� -� in. E.D.— CONCRETE BLOCK (SEE SCHEDULES ON (SEE SCHEDUON \ CONCRETE OR GROUT FILLED �� \ (SEE SCHEDULES ON POURED CONCRETE OR SHEETS 17 & 18) SHEETS 17 8) CONCRETEBLOCK SHEETS 17 & 18) GROUT FILLED CONCRETE BLOCK \ @ 4" O.C. l A 1 I OOR E� 2.548 3.452"' 2" _ r O 2"� . E2 OR E3 c 2" z" IR ," c.v. 1/2„ 1/4.. D @ 4" o.c. 1/2" �/4" ' OR 1/8- SLIP OR 1/8- SLIP 4" O.C. 1 /2", 1 /4" lO OR 1/8" SUP E \ TRAPPED MOUNT BUILD —OUT MOUNT SECTIONS 0-0 (PAN) AN) BUILD —OUT MOUNT TION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS P SCALE: 1/4- = 1" j�c,JuKv—\ G OR G ____ ._------------ -- -1---- --------_--___ ;lF F _H— A H ,, * Fi H @ 4" o.c. H I A @ 4" o.c.: @ 4 o.c. � @ 4" ox, A + @ 4" o.c. I D ( I � MID 1/2", 1/4" OR 1/8- SLIP 1 /2". 1/4' D OR 1/8- SLIP O _ 1 /2", 1/4" 1 /2". 1 /4" 1 /2". 1/4' 1 /2", 1/4" OOR 1/8" SLIP OR 1/8" SLIP D OR 1/8" SLIP OR 1/8" SLIP( SECTION 0-0 (PLAN) SECTION 0-0 (PLAN) SECTION R—R (PLANT SECTION R'—R' (PLAN) ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 & #2 ORIENTATION #2 WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION ��---- INSTALLATION DETAILS INTO MULLIONS G, G1, G2 SCALE: 1/4" = 1" t (2) 2"x4" OR , (2) 2"x4" OR /E0. 2"x6" STUDS— (SEE SHEET 20) EQ" 1 I Q' (SEE SCHEDULE ALTERNATIVELY TO OH 2"x6" STUDS , / ON SHEET 21) A (SEE SHEET 20) EQ' (SEE SCHEDULE MIN. 1/2" / 1 /4"O-2Ox3/4" S.S. M.S. ON SHEET 2t) PLYWOOD J W� NUT MAY BE USED MIN. 1/2" FOR THIS CONNECTION PLYWOOD—, / iw lC�11no/C131\ — 1.750' 2.250" 2" OR 1" o 21,4. O/1,/P R H O @ 4" O.C. 1/2", 1/4" ��� .•••� t� D OR 1/8" SLIP �O FLUSH MOUNT (WALL) BUILD —OUT MOUNT No.44167 ••: SECTIONS 0'-0' (PLAN) .�•." TT INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS '��'`F' .....� '•��;, SCALE: 1/4" 1 " - - ��Sf P.E. DA 0 2015 nLTECO INC. 6 C 0 Irac. TILLIT TESTING do ENGINEERING COMPANY 6355 N.W. 36th. St. Ste. 305, MRGINIA GARDENS. Fl. 3316( Phone : (305)871-1530 . Fax : (3D5)671-1531 e-mail: tilteco@ool.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Uc. # 44167 @ 4" ox. 5" SECTION W/ STORM BARS SECTION P—P iPLAN) SCALE: 3/16" = 1" 1/2-, 1/4" OR 1 /8" SLIP SECTION 0'-0' (PLAN) ORIENTATION #1 - WALL MOUNT END MULLION SECTION 0'-0' (PLAN) ORIENTATION #2 WALL MOUNT END & INTERIOR MULLION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) *Nautilus DRAWN .L. Rolling Shutter System 04/10/15 EXPERT SHUTTER SERVICES INC. DATE 1626 S.W. BILTMORE STREET 5-071 PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-9OS6 , FAX: (772) 871-0990 DRAWING No N. DESCRIrnoN I DATE I REV. N. I DMFUMON I o a SHEET 8 OF 26 i F- 1/2" Min. EA —3" Min. E.D.- 4" Min. E.D.- 1/8" Min. E. EDGE OF SLAB IF APPLICABLE I N Z N a 1- w mV) z �o 0 w O J Cn=) 0 gw �_ ch 2 w POURED CONCRETES fI (f'c=3 Ksi) 5" min. II THICK REQUIRED II II II II II II II I, II II II 1" Min. FOR n WIND ZONE -►�� 1-3 t II II n 2" Min. FOR It WIND ZONE - 41 4 3" 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.D. FOR 3/8"0 KWIK BOLT TZ EXPANSION ANCHORS 3 1/8" Min. E.D.--f--FOR 5/16"0 TAPCON XL ANCHORS EDGE OF SLAB 5/16"0 TAPCONS XL W/ IF APPLICABLE 2 1/4" Min. EMBEDMENT / & / 1".GALV. � STEEL WASHERSHER @ 24" o.c. 4" Min. 0 0 II � ASEPAA Min. RATION TO I GLASS 11 (SEE SCHEDULES ON I 11 SHEETS 15 & 16) II I II II 1 • EXISTING --j GLASS p II II II I ® I 11 S (TYP. TOP/BOTTOM)II 1( II II II li EDGE OF SLABS rUUHLU UUNGHLIL— (f'c=3 ksi) IF APPLICABLE 5" min. THICK REO'D —4 1/2" Min. E.D. !- 3" Min. E.D. --4" Min. E.D. -3 1/8" Min. E.D. 3" 5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT & 1"O.D.0.060" GALV. STEEL WASHER 24" o.c. BOX POURED CONCRETE (f'c=3 Ksi) 5" min. THICK REQUIRED t SEE STEP 3 ON SHEET 14 FOR SPECIAL II I v li TREATMENT FOR WIND ZONES 1 THRU 3 z N 1 0- 1" Min. FOR II w WIND ZONE --� Q 1-3 t mz u n :2o p 10 w 2" Min. FOR o WIND ZONE --if � z U 4 I EXTERIOR X U) I, Min. I I g w I SEPARATION TO GLASS !I(SEE SCHEDULES ON' BEYOND EXISTINGII SHEETS 15 & 16) -�---II GLASS II I BOX EXTERIOR (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_,,.,,__ I SECTION S - S (4) ANCHORS* PER STORM BAR CONNECTION, SEE TABLE 2 ON SHEET 23 (Typ. TOP & BOTTOM) ala�IT "x2"x1/8"xO'-5" (6063-T6 ALLOY) ILUMINUM ANGLE EA. SIDE W/ 2) 1/4"0-14x3/4" ITW BUILDEX TEK CREWS TO STORM BAR(E) Typ. TOP & BOTTOM) e ° 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). D BEYOND (2) 3/8"0 CALK -IN ANCHORS OR (2) 1 /4"0 SOLID -SET ANCHORS OR (2) 3/8"0 KWIK BOLT TZ EXPANSION 1 �A ANCHORS OR 1" (2) 5/16"0 TAPCON XL ANCHORS 1„ II t S1 S1 (TYP. TOP/BOTTOM)II I (TYP. TOP/BOTTOM) I( ® 11 11 II S II fb-a (TYP. TOP/BOTTOM) rz 2 1/16" 4" Min. POURED CONCRETE MINf//. E.0 E.D. �1 1/2"xt 1/2"x0.062"xCONT. ALUM. -0(f'c=3 ksi) 5" min. 5 16"0 TAPCONS XL W E A 2 1 /4" Min. EMBEDMENT NGLE W/ 5/16"0 TAPCONS XL W/ I THICK REQUIRED / / 2 1/4" Min. EMBEDMENT @ 24" o.c. / @ 24" o.c. EDGE OF SLAB/ / WALL MOUNTING. •�i1111//11��, IF APPLICABLE 1/2" Min. E.D -L- FOR 3/8"0 CALK -IN ANCHORS •3" Min. E.D:--�FOR 1/4"0 SOLID -SET ANCHORS 4" Min. E.D.-----4--FOR 3/8"0 KWIK BOLT TZ EXPANSION ANCHORS 1/8" Min. E.D.--;--FOR 5/16"0 TAPCON XL ANCHORS FLOOR TO CEILING / TRAPPED AND WALL MOUNTING: STORM BAR SECTIONS V SCALE: 3/ 16" = 1 " .......... 02015 TILTECO INC. 11L1EC0,mc.\ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th, SL, Ste. 305, VIRGINIA GARDENS, A. 33166 Phone : (305)871-1530 . Fox : (305)871-1531 e-mail: tilteco@ool.com 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) 4-A 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 QK (Typ. TOP & BOTTOM) SECTION S1 - S1 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone Nautilus BY: DRF.R.L. *AWN Rolling Shutter System o4/1o/is EXPERT SHUTTER SERVICES INC. DATE 1626 S.W. BILTMORE STREET 15-071 1 PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-9056 FAX: (772) 871-0990 DRAWING . No COMPTION I DATE REV. N. I 013CRIPnON I DATE otn 11-242 P41101151 4 1 SHEET 9 OF 26 r_____9" Min. E.D.- 9" Min. E.D EDGE OF SLAB IF APPLICABLE POURED CONCRETE_ u I (f'c = 3 ksi Min.) 11 3" 8" Min. THICK REQ'D. II Ld II !I II II 11 EXISTING11 a_ GLASS II 1 z o III Min. O N EI II to g� II H to II � It z it 04 I{ � II �� II = z n li z 0 N J Q/8 or o o R/8 or is = U R'/8 2) w �W I1 u 2� II 11 < ® II II II (TYP. Top/BOTTOM)11 II II II II II II II EDGE OF SLAB IF APPLICABLE 9" Min. E.D: 9" Min. E.D.— MEW wiff"M EQ. Min. E.D. FOR (1) 3/4"0 KWIK BOLT TZ EXPANSION ANCHORS @ END AND INTERIOR MULLIONS ©& © (ORIENTATION # 1) AND END MULLIONS ©& G1 (ORIENTATION #2) FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION Min. E.D. ANCHORS @ INTERIOR MULLION (ORIENTATION #2). EDGE OF SLAB IF APPLICABLE PLICABLE DOR G1 Q/8 or R/8 or R'/8 X1 (TYP. TOP/BOTTOM) 3" mu/ SECTION X1-X1 W/ (GI)POURED CONCRETEf'c=3 ksi Min.)(END & INTERIOR MULLION 8Min. THICK REQ'D.I, (W/ ORIENTATION # 1) y t EDGE OF SLAB IF APPLICABLE (8"X4") FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION 9" Min. E.D. ANCHORS @ INTERIOR MULLION (ORIENTATION #2). 9" Min. E.D. I- FOR (1) 3/4"0 KWIK BOLT TZ EXPANSION ANCHORS @ END AND INTERIOR MULLIONS ©& © (ORIENTATION #1 & #2) AND END MULLION G1 (ORIENTATION #2) 3"x3"x 1 /2"xO'-4" (6061-T6 ALLOY) Alum. ANGLE EA. SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION ©& (1) 3/4"0 KWIK BOLT TZ EXPANSIOI ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) 9 SECTION X1-X1 W/ (G� (END & INTERIOR MULLION) (W/ ORIENTATION # 1) (6"x4") _4rr_ 3"x3"x1/2"xO'-4" (6061-T6 ALLOY - um. ANGLE EA. SIDE W/ (2) 3/4"0 THRU BOLTS �- TO MULLION 0& Y lr (1) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) G1 2r,—�-2" FLOOR TO CEILING / TRAPPED MOUNTING: MULLIONS n OR 1 SECTIONS W 1 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION SCALE: 1/8" = 1" 1 1/2" 1 1 1/2" 149 3"x3"x1/2"xO'-6" (6061-T6 ALLOY) 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) -f---3" ALTERNATIVE SECTION X1-X1 W/ (G)* END & INTERIOR MULLION jW1 ORIENTATION 2 (4"x6") 3rr GG G1 3 I 1 " EXTERIOR "' EXTERIOR 1 1/2- I 1 1'/2" 1 1/2- i I 1 1 1/2" 3"x3"x1/2"x0'-8" (6061-T6 ALLOY) Z3-,3"x1/2"xO'-8" (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 G & (1) THRU BOLTS TO MULLION G1 & (2) 3/4"0 KWIK BOLT TZ EXPANSION 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 ONLY INTERIOR MULLION_ ONLY ALTERNATIVES SECTION X1-X1 W/ (W/ ORIENTATION # 2) (4"x8") * SIDE RAIL g AND BOX NOT SHOWN FOR CLARITY \. --� • A 4 Al (•• :'cc 0 2015 TILTECO INC. E C O inc. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, NRGINIA GARDENS, Fl. 3316E Phone : (305)871-1530 . Fax : (305)871-1531 e-moil: tilteco®ool.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 N. DESCiepnoN DATE I REV. He IDESCRIPf10N DI i OLD 11-242 4/10115 Hurricane Zone) DRAWN BY: F.R.L. 04/10/15 DATE 15-071 DRAWING No SHEET 10 OF 26 EDGE IF APPLICABLE IN 7 3/4" MIN. E.D. 2 1/6' 1 Min. E.D 1 1/2" I CONTINUOUS POURED \ 7 CONCRETE (f'c = 3 ksi Min.) 8" Min. THICK REQ'D. w 7 3/4" CL Min. E.D. O N \ \ aN @OR G1 E u N V) Q/8 or II �-- w Lr- W R/8 or R'/8 ZZ Qo Cn W Li ilrMrn. GLASS �I jNn � \ it Li \ 1/16..\ \ \ g Min. E.D a 7 3/4" MIN. I E.D. CONTINUOUS POURED ---- CONCRETE (f'c = 3 ksi Min.) 8" Min. THICK REQ'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. , 10" EQ.-{- 1 /4"Ox3/4" ITW BUILDEX TEK SCREWS W/ 1" O.D.xO.060" GALVANIZED STEEL WASHER @ 24" o.c. EDGE IF APPLICABLE j L EDGE IF APPLICABLE 7 3/4" Min. E.D. 7 3/4" Min. E.D. T 2„ 2. �- END CAP -- \ " POURED CONCRETE (f'c = 3 ksi Min.) EXTERIOR POURED CONCRETE 8" Min. THICK REQ'D. (f'c = 3 ksi Min.) —� 8" Min. THICK REQ'D. Q/® r R/8 or R'/8 D (WALL MOUNTED SHOWN; MAY BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'-R' ON SHEET 8.) 1i" 1 1/2"x1 1/2"xO.062"xCONT. ALUM. -1 ANGLE W/ 1 /4" Ox3/4" ITW BUILDEX TEK SCREWS 0 24" o.c. TO TUBE. x2 I ER x2 (TYP. TOP/BOTTOM) 1 1 /2" ( 1 1 /2" (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 XN & (2) 3/4" 0 KWIK BOLT TZ EXPANSION ANCHOR \��\ W/ 5" Min. EMBEDMENT TO POURED CONCRETE EDGE IF APPLICABLE -"WALL. (TYP. TOP & BOTTOM). WALL MOUNTING: MULLIONS (G� OR POURED CONCRETE WALL SECTION W 2 END & INTERIOR WALL MOUNTED MULLION INSTALLATION SCALE: 1 /8" = 1 E GDOR G) 7 3/4" Min. E.D. ` 41.x4"x3/8" (6061-T6 ALLOY) lum. ANGLE EA. SIDE. EDGE IF APPLICABLE:/7 SECTION X2-X2 W/ n OR G1 * (END & INTERIOR MULLION (W/ ORIENTATION # 1) (6%4" or 8"x4") 7 3/4" Min. E.D�- 2 I � EDGE IF APPLICABLE — 2" 4" EXTERIOR 4F .. OR G 1 4"x4"x3/8" (6061-T6 ALLOY) Alum. ANGLE EA. SIDE. ALTERNATIVE SECTION X2-X2 W/ n OR �* (END & INTERIOR MULLION) (W/ ORIENTATION # 2) (4%6" or 4"x8") >« SIDE RAIL DO NOT SHOWN FOR CLARITY FLORIDA BUILDING CODE (Non High Velocity Hurricane Min. E.D. POURED CONCRETEJ II i (f'c = 3 ksi Min.) j� 3" 8" Min. THICK REQ'D. !I it II fl II II .I EXISTING GLASS II a Min. II ON it J d, Q N II Il � Z t�i II II N = 1n 1- w II I( w p II L� �o II a. w (nJ ° II Z Z) L0 iF I I _O —i = II _jN II � II w It j vwi II X3 (TYP. TOP/BOTTOM)�� II II II II II II . /I / / / / / / / / / / /,I/I EDGE OF SLAB t i I L IF APPLICABLE j J --9" Min. E.D. 9" Min. E.D. 9" Min. E.D. FOR (1) 3/4"0 KWIK BOLT jjZ EXPANSION ANCHORS @ END MULLION (ORIENTATIONS # 1 & #2). FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION Min. E.D. ANCHORS @ INTERIOR MULLION (ORIENTATION #2). T. T � EDGE OF SLAB IF AI PPLICABLE A / Can EXTERIOR Q'/8 X3 (TYP. TOP/BOTTOM) i POURED CONCRETE 3n r(f'c = 3 ksi Min.) 1" I / 8" Min. THICK REQ'D. L i I EDGE OF SLAB IIF APPLICABLE FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION Min. E.D. ANCHORS @ INTERIOR MULLION (ORIENTATION #2). ---9" Min. E.D. FOR (1) 3/4"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 /8" = 1" 1 1/2" 3"x3"x1 /2"xO'-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 2 BOTTOM) e: SECTION X3-X3 W/ G2 1 1/2 (END MULLION ONLY) I I (W/ ORIENTATION # 1) 1 1 4" EXTERIOR 1 1 /2" 3" 1 1 /2" —I --I- 1 1 /2" 1 1/2" - 1 1/2" 3 1/2" 3 1/2"—J i 7" 7" z1/2"xO'-7" (6061—T6 ALLOY) 3"x3"x1/2"xO'-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 (G & (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 ONY) (INTERIOR MULLION ONLY ALTERNATIVE SECTIONS X3-X3 W/ G2 (W/ ORIENTATION # 2) (4' 03)) ���r,NliN 860ji0j * SIDE RAIL @) AND BOX NOT SHOWN FOR ��'f CLARITY. \\\\ �' • • • •' • • • • •.ld //�i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02015 TILTECO INC. Nautilus DRAWN BY: F.R.L. No. 44167 _ Rolling Shutter System 04/10/15 -off /y '�' IEC ®i��' EXPERT SHUTTER SERVICES INC. DATE �S A O •� TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305. VIRGINIA GARDENS, F7. 33166 1626 i S.W. BILTMORE STREET Phone : (305)871-1530 . Fax : (305)871-1531 1 5-07 1 PORT ST. LUCIE, FL. 34984 / \ e—mail: tilteco®aol.com EB-/ ��t' • • • . , , • , , . •' • • \ PHONE: 800 749-9056 , FAX: 772 871-0990 DRAWING No WALTER A.000LIT1, ) Jr. P.E. "�. "' PWx0ATE xLV. No DUMP" oA1c P.E. S � •••••� A�E FLORIDA Lic. # 44167 1 OW 11-242 !/1o/1s SHEET 12 OF 26 EDGE IF APPLICABLE \\\ 1 2 1/6" 7 3/4" Min. E.D I MIN. E.D. I I,, 1 1/2" CONTINUOUS POURED------,, 7" CONCRETE (f'c = 3 ksi Min.) 8" Min. THICK REQ'D. a 1 7 3 E4D NOTCH WEB (TYP. TOP/BOTTOM) \ ON \ N �rMin. En it z"En II EXISTING 11 II t— w GLASS �II oLLJ = n �V) z G2 u Z O U) J ® !I o w y G� V Q'/g fI 2 Min. E.D 7 3/4" MIN. E.D. 7" CONTINUOUS POURED---`_� CONCRETE (f'c = 3 ksi Min.) 8" Min. THICK REQ'D. (TYP. TOP/BOTTOM) 1 1/2" 2"xMULLION DEPTHx1/8" Cont. �ALUM. TUBE (TOP & BOTTOM) W/ 5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT @ 24" o.c. i 1 /4" Ox3/4" ITW BUILDEX TEK SCREWS W/ 1" O.D.0.060" GALVANIZED STEEL WASHER @ 24" o.c. EDGE IF APPLICABLE 2LC ( } 7 3/4" Min. E.D. ; 2" 10" 2 •, POURED CONCRETE WC = 3 ksi Min.) I 8" Min. THICK REQ'D. 4" EXTERIOR END CAP - 1 —EQ. I 2.. 7 3/4" Min. E.D. I I 4"x4"x3/8" (6061—T6 ALLOY) Alum. ANGLE EA. SIDE. (WALL MOUNTED SHOWN, MAY BE — — I ALSO INSTALLED TRAPPED MOUNTED EDGE IF APPLICABLE I PER SECTION Q'—Q' ON SHEET 8.) I EXTERIOR SECTION X4-X4 W/ G2 I V (END & INTERIOR MULLION) JW/ ORIENTATION # 2) I Q��B (4"x7") 1 1/2"x1 1/2"xO.062"xCONT. ALUM. * SIDE RAIL aD NOT SHOWN FOR CLARITY ANGLE W/ 1 /4"Ox3/4" ITW BUILDEX TEK SCREWS 0 24" o.c. TO TUBE. 1 1/2" 1 1 I 10" 7„ X4 1 1/2" (TYP. TOP/BOTTOM) 7 3/4" MIN. E.D. EQ EO 4"x4"x3/8"xO'-10"(6061—T6 ALLOY) Alum. ANGLE EA. SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION \\\\N 4" & (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR W/ 5" Min. EMBEDMENT TO POURED CONCRETE EDGE IF APPLICABLE WALL. (TYP. TOP & BOTTOM). WALL MOUNTING: MULLION G? POURED CONCRETE WALL SECTION W-4 END & INTERIOR WALL MOUNTED MULLION INSTALLATION SCALE: 1 /8" = 1 " .......... FLORIDA BUILDING CODE High Velocity Hurricane 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 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 Ie: 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-E-XIST-ING-S-T-RUCTURE FROM ANCHOR SCHEDULES Val, 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. r P PROCEDURE 4b: IF MULLIONS ARE USED BUT W/O STORM BARS 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 I THRU 2c ON SHEETS 24,25 & 26 W/ A.S.D. DESIGN LOAD; MAXIMUM MULLION SPACING (MAX., 12', 8' OR T), AND DETERMINE MAXIMUM MULLION SPAN (HEIGHT) W/ ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN (CGi,G p & @ ), MULLION TYPE & MULLION ORIENTATION. 3. SEE SHEETS 10, 1OA, 11, 11A, 12, 12A, 13 & 13A FOR REQUIRED MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEILING (TRAP ED OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE (C, (v , Oj & @ ). 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. 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. ENTER SCHEDULES 1a THRU 2c ON SHEETS 24.25 & 26 W/ A.S.D. DESIGN PRESSURE RATING: MAXIMUM MULLION SPACING (MAX., 12', 8' OR T), AND DETERMINE MAXIMUM MULLION SPAN (HEIGHT) W/ ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN (GG ,© , & ), 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) OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE (G�, I , L5 & C3 ). * 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. Ll— A A i h7 _ 0 2015 TILTECO INC. IL EC O Iltic. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305. MONVI GARDENS, Fl. 33161 Phone : (305)871-1530 . Fox : (305)871-1531 e—mail: Glteco®aol.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High 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 No I DESCNIPTION I DATE REV. N• I DESCRIPTNIN DI Hurricane Zone DRAWN BY: F.R.L. 04/10/15 DATE 15-071 DRAWING No SHEET 14 OF 26 qw a SLAT PERFORMANCE CHARTS Iai. 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 f'1T/1f'1\ I A CHART Ia CHART IU CHART Ib' CHART IC USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD USE MAXIMUM POSITIVE A.S.D. LOAD VALUE 3/8"0 KWIK BOLT 3 ANCHOR 5/16"o TAPCON XL ANCHOR 5/16"m TAPCON XL ANCHOR POURED CONCRETE TO POURED CONCRETE TO GROUT FILLED CELL CONCRETE BLOCK MAX. A.S.D. MAX. SLAT SPAN "LMAX." (FT) MAX. SLAT SPAN "LMAX' MAX. SLAT SPAN "LMAX.' REQUIRED MIN. SEPARATION TO GLASS DESIGN (FT) (FT) MEASURED TO BACK OF SLAT (in) RAC GR WALL MOUNT TRAPPED MOUNT BUILD -Our MO & BUILD -OUT © MALL ONOTES TRAPPED BUILD -our BUILD -OUT MOUNT W/ E® WALL MOUNT TRAPPED MOUNT BUILD -our MOUNT BUILD -our MOUNT W/ E© W/O STORM BARS / W W/ STORM BARS (PSf) SEE NOTES �k SEE NOTES * v SEE NOTES * SEE NOTES �k SEE �k SEE NOTES sic %u & C7 SEE SEE NOTES �k SEE NOTES �c SEE NOTES * do 2WIND SEE NOTES �Ic ZONESWIND ZONE WIND ZONESWIND ZONE 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" 14'-0" 1 " 14 1/2- 6" 7" 40.0 20'-0" 15'-2" 19'-7" 16'-6" 20'-0" 14'-5" 17'-4" 14'-10" 18'-11" 14'-5" 14'-10" 12'-9" 1" 14 1/2" 6" 7" 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 1/2" 6" 7" 50.0 20'-0" 14'-10" 16'-9" 14'-2" 19'-1" 13'-1" 14'-10" 12'-10" 16'-2" 13'-1" 12'-9" 1V-0" 1" 14 1/2" 6" 7" 55.0 20'-0" 14'-8" 15'-8" 13'-4" 17'-9" 12'-4" 13'-11" 12'-1" 15'-0" 12'-4" 12'-0" 107-6" 1" 60.0 19'-5" 13'-9" 14'-9" 12'-7" 16'-9" i V-8" 13'-2" 11'-5" 14'-2" 11'-8" 11'-4" 10'-0" 1" 14 1/2" 6" 7" 65.0 18'-4" 12'-11" 13'-11 1 V-11" 15'-9" 11'-0" 12'-5" 10'-11" 13'-4" 11'-0" 10'-10" 9'-6" _14' 6" 7" 70.0 17'-4" 12'-1" �11'-7" 13'-3" 11'-4" 15'-0" 10'-6" 11'-10" 10'-4" 9'-0" 1" 13 1/2" 6" 7" 75.0 167-6" 12'-7" 10'-10" 14'-3" 10.-0., 11'-4" 9'-11" 12'-0" 10'-0" W-10" 8'-10" 1" 13 1/2" 6" 7" 80.0 15'-9" 11'-0" 12'-0" 10'-5" 13'-7" 9'-5" 10'-10" 9'-7" 1V-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 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" 8'-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" 77-9" 1 " 12 1/2" 6" 7" 100.0 12'-9" 9'-4" 10'-5" 9'-1" 11'-8" 8'-4" 9'-5" 8'-4" 1O'-O" 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" 7'-4" 1" 11 1/2" 6" 7" 110.0 1V-7" 8'-8" 9'-9" 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 1 V-1" 8'-5" 9'-6" 8'-4" 10'-7" 7'-8" 8'-8" 7'-8" 9'-0" _ 7'-8" 7'-8" 7'-O" 1" 11 i/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'-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 9'-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" 1" 10 1/2" 6" 7" 140.0 9'-1" 6'-11" 8'-4" 7'-5" 9'-1" - 7'-8" 6'-11" 8'-0" - 6'-10" 6'-4" 1" 10 1/2" 6" 7" 145.0 8'-10" - 8'-2" 7'-3" - 7'-6" - -7'- 10 10" 6" 7" 150.0 8'-6" - 8'-0" 7'-2" A8'-O - 7'-4" - 7'-9" - - - 1" 10" 6" 7" 155.0 8'-3" - 7'-10" 7'-0" - 7'-2" - 7'-7" - - - V. 10" 6" 7" 160.0 8'-0" - 7'-8" 6'-10" - 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 ANCHOR A SPACING IS AVAI ABLE FOR HE CORRESPONDING SLAT , a►�N�uu�i����� SPAN 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH ,��ys..•'•��CEN81 3/8.0 KWIK BOLT 3 ANCHOR OR 5/16"e TAPCON XL ANCHOR, INTO POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, ORi N0.44167 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 ? • 52 DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES.%��,C•�•. ��O �04,••;, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) U i 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 MAX. A.S.D. SLAT SPAN RANGE DESIGN PRESSURE RATING GE (p.s.f) 0'-4' t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16' t > 16'-20' t s 30.0 9" 9„ 9" 91, 9" 9" 9» 91, >31-40 9" 9., 91, 9.1 9" 91, 91, 8" >41-60 9" 9" 9" 91, 9" 9" 7" 5 5/8" >61-80 9.1 91. 9„ 9" 9" 8" 5 5/8" 5 5/8" >81-105 9,. 9,. 9" 91, 9" 6 1/2- 5 5/8" _ >106-120 9" 9" 9" 9" 8" 6" - - >121-140 9" 9" 9" 8„ 7" 6" - - >141-160 9" 9" 9" 7" 7" - - - TRAPPED MOUNT MAX. A.S.D. SLAT SPAN RANGE DESIGN PRESSURE RATING GE (p.s. 0'-4' t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16' t > 16'-20' t -9"-9" - 9" 91, 9" 91, 9" _ >31-40 9" 9" 9.1 91, 9.1 9" 9„ _ >41-60 9" 91, 9,. 9" 91, 91, 7 1/2" _ >61-80 91, 91, 9n 9" 91, 8" - - >81-105 9" 9" 9" 9" 8" - - - >106-120 9.' 9" 91, 8 1/2" 8" - - - >121-140 9" 9" 9" 7" - - - - >141-1601 911 1 9"1 8"1 6" 1 -I - - - BUILD -OUT MOUNT SLAT �-SPAN� C SLAT SPAN DEFINITION t MOTE: 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. 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 s.t7 O O ® ® @)O @ ( @ @ O ® // (@ O @ s 30.0 9.1 91, 91, 91, 9„ 91, 91, 9,. 91, 9.1 91, 91, 9,. 91, 91, 91, 9" 9" 91, 9,. 7 3/4' 7" 7" 5 5/8" >31-40 9" 9" 9" 9" 9.1 9" 91, 9" 91, 91, 91, 9" 9.1 91, 9,. 9" 9" 91, 7" 7" 6„ 5 5/8" 5 5/8" 5 5/8" >41-60 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 7 1/2" 7 1/2" 6" 5 5/8" 5 5/8" 5 5/8 5 5/8" 5 5/8" - >61-80 91, 9,. 9" 9., 91, 91, 9" 9" 91, 91, 9„ 911 9" 91, 7" 5 5/8" 5 5/8" 5 5/8" 5 5/8" 5 5/8" - - - - >81-105 9" 9" 9" 9" 9" 9" 9" 9> 9" 8" 8" 6 1/2" 6 3/4" .6. 3/4" 5 5/8" 5 5/8" 5 5/8" 5 5/8" - - - - - - >106-120 9" 91, 9" 9" 9" 9" 9" 9" 8" 81, 8" 6 1/2" 6" 6" 5 5/8" 5 5/8" 5 5/8" - - - - - >121-140 9" 919 9" 9" 9" 17 1/2" 8" 8" 6 1/2" 8" 1 8" 1 6" 15 5/8" 5, 5/8" 5 5/8" - - - - - - - - - >141-160 9" 9" 9" 8" 8" 6" 7- 7" 5 5/8" 6 3/4" 6 3/4" 5 5/8" 5 5/8"]_5 5/8" - - I - I - - - - - - - ?.• ENSF'•. 9 L'jS E �F� ;1 0 2015 TILTECO INC. 1L EC O INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th, St., Ste. 305, VIRGINIA GARDENS, Fl. 3316! Phone : (305)871-1530 . Fox : (305)571-1531 e-moil: tilteco®ool.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 Xo DOMPRON I DATE I REV. No I mclumm I D OLD 11-242 Hurricane Zone DRAWN BY: F.R.L. 04/10/15 DATE 15-071 DRAWING No SHEET 16 OF 26 FOR A GIVEN SHUTTER M MAX. ANCHOR'S SPACING SCHEDULE Vb UNTING TYPE, W/ 5/16" 0 TAPCON XL ANCHORS TO A.S.D. DESIGN LOAD & SLAT SPAN RANGE t WALL MOUNT 'OURED CONCRETE WALL ► . A.S.DS.D.. SLAT SPAN RANGE D551GN P �� RANGE(psf)1 0'-4' t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16' t > 16'-20' t s 30.0 8" 8., 8,. 81. 8„ 8., 7 1/2" 5 1/2" >31-40 8„ 8" 8„ 8" 8„ 8„ 6„ 4„ >41-60 8" 8„ 8„ 8„ 8" 6" 4" 3 3/4" >61-80 8., 8., 81, 8" 7„ 4 1/2" 3 3/4„ — >81-105 8" g" 8" 6 1/2" 5" 3 3/4" 3 3/4" — >106-120 8" 8" 8" 5 1/2" 4 1/2" 3 3/4" — _ > 121-140 8" 7 1 /2 " _ 6" 4 1/2- 4" 3 3/4„ >141-160 8" 6•, 5" 4" 4„ - TRAPPED MOUNT A.A.s. SLAT SPAN RANGE DEM �j G RANGE(psf) 0'-4' t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16' t > 16'-20' t s 30.0 6" 6" _ 6" 6" 6" 6" 6" 5 1/2" >31-40 6„ 6" 6„ 6„ 6" 6„ 5 1/2., 4 1/2„ >41-60 6„ 6" 6„ 6„ 6" 5 1/2" 4„ 4„ >61-80 6" 6" 6" 6" 6" 4" 4" — >81-105 6" 6" 6" 6" 4 3/4" 3 3/4" 3 3/4" — >106-120 6„ 6" 6" 5" 4" 3 3/4" — _ >121-140 6" 6" 5 3/4" 4" 3 3/4" 3 3/4" >141-160 6" 6" 5" 3 3/4" 3 3/4" BUILD -OUT MOUNT SLAT i—SPAN—_' C SLAT SPAN DEFINITION t NOTE: MAX. SLAT SPAN FOR A GIVEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. M SLAT SPAN RANGE DMW0'-4' PRFrSl1RE RANGE(psf) t n > 4'-5' t > 5'-6' t > 6'-7' t n > 7'-9' t > 9'-12' t > 12'-16' tP'T 16'-20' t E n n n n 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" 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" >41-60 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" fi" 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" >81-105 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" — — —>106-120 6" 6" 6" 6 6" 5 1/2" 5 3/4" 5 3/4" 4 1/2" 41/2"4 1/2" 3 3/4" 3 3/4" 3 3/4" 3 3/4">121-140 E,3/ 6" 6 6 5" 5" 4 4 3/4" 4 3/4"3 3/4" `I 1/2 4 1/2" 3 3/4" 3 3/4" 3 3/4" — >141-160 6 6„5„41/2" 4 1/2" 3 3/4• 4" 4"4" 4" — 3 3/4" 3 3/4" — 0 2015 TILTECO INC. I E C ® INC. TILLIT TESTING k ENGINEERING COMPANY 6355 N.W. 361h. SL, Ste. 305. VIRGINIA GARDENS. n. 33166 Phone : (305)871-1530 . Fox : (305)871-1531 e-mail: tilteco®ool.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone Nautilus ORARNL BY: Rolling Shutter System 04/10/15 EXPERT SHUTTER SERVICES INC. DATE 1626 S.W. BILTMORE STREET PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-9056 FAX: (772) 871-0990 1 rJ_071 DRAWING No No DIMCRIMON I DATE REV. No DESCRUnM DAEE SHEET 17 OF 26 mn a-242 4/1o/13 4 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• 7A.9-.b]. DEPRESRAT RANGE 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 s 30.0 8" 8" 8" 8" 8" 8" 6" 4 1 /2" >31-40 81, 8„ 8" 8" 8" 7" 4 1/2" - >41-60 81, 81. 8„ 8„ 8„ 4 1/2" - - >61-80 8" 8" 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 8" 6„ 5" - - - - - >141-160 r 7" 5" 4" - - - - - TRAPPED MOUNT MAX. SLAT SPAN RANGE -4' t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16' t > 16'-20' t >31-40 6" 6" 6" 6" 6" 6" 6" 6" 6" - 6" 6" 6" 6" 4 1/2'. - >41-60 6" 6„ 6" 6" 6" 4 1/2" - - >61-80 6" 6„ 6" 6" 5" 4 1/2" - - - >81-105 6" 6" fi" 4 1/2" 4 1/2" - - - >106-120 6" 6" 5 1/2" 4" 4 1/2" - - - >121-140 6" 5" 4 1/2" 3 3/4" - - - - >141-160 6" 1 5" 4" - - I - - I - BUILD -OUT MOUNT SLAT �SPAN� C _jI SLAT SPAN DEFINITION t NOTE: MAX. SLAT SPAN FOR A GIVEN A.S.D. DESIGN PRESSURE RATING SHALL NEW$ .EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. MAX. A.S.D. DESIGNN SLAT SPAN RANGE PRESSURE 0'-4' t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16' t > 16'-20' t RAIING RANGE (p.s.f.) UE n (E� E CE) @ n n ® n 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" 1 6" 6" 6„ 6"q4" 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" 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"- - - - - 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" 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" >141-160 5" 5„ 4" - - - - - - - - - - - - - - - - - - - - - A. Tit ��'�'•' �,�GENScc•' "� P.E. 02015 Timm INC. 11L1EC0,,sc.\ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 35th. St.. SW 305. VIRGINIA GARDENS. FI. 3316E Phone : (105)871-1530 . Fox : (305)871-1531 e-mail: tiltec0000l.com ES-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High 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 No DESORm" DATE REV. No I orsempnoN Di i OLD ".2 Arlons Hurricane Zone DRAWN BY: F.R.L. 04/10/15 DATE 15-071 DRAWING No SHEET 18 OF 26 SCHEDULE ETC: 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) MAXIMUMSLAT A..SS..DD.. 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 < 3 0. 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 1 781 1 320 1 118E 1 400 1322 480 1873 1 560 1 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 — SPAN —� SLAT SPAN DEFINITION TlQ� j/ FLORIDA BUILDING CODE (Non High Velocity Hurricane SLAT PERFORMANCE CHART Ibl & ICI: (ONLY VALID FOR 1/2" SLIP) SLAT PERFORMANCE CHART IIbI &t 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/O STORM BARS PER DETAIL 2 BELOW INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW CHART lb 1 um CHART IC 1 USE MIUM01 VAIUE BEIWEDI POSITIVE AW ItE M WE ASD. LOAD USE MAXIMUM POSnWE A.&D. LOAD VALUE 5/16"0 TAPCON XL ANCHOR MIN. SLAT SPAN "LMIN." (ft) D DESIGN PRESSURE (P6f ) MAX. SLAT SPAN `LIaAx." (ft) REQUIRED MIN SEPARATKLASS N TO G MESURED TO BACK OF SLAT (in) WALL MOUNT (SEE NOTES e) BUILD -Our MOUj�([ W/ E(�7 (SEE NOTES o) euiLD-our MOL w/ (€31 (SEE NOTES e) �- TRAPPED & SURD --OUT a e yV/0 STORM BARS WIND ZONES 1-3 WIND ZONE 4 30.0 * 10'-0" 10'-0" 10'-0. 8'-1" 1„ 8 1/2" 35.0 ** 10'-0" 10'-0" 10'-0" 7'-9" 1" 8 1/2" 40.0 *" 10'10" 10,-0" 10'-0" 7'-5" 1" 8 1/2" 45.0 �** 10,-0" 10'-0" 10'-0" 7'-2„ 1" 8 1/2" 50.0 *�* 10,-0" 10'-0" 10,-0" 7'-0" 1" 8 1/2" 55.0 *� 10'-0" 10'-0" 10'-0" 6'-9" 1" 8 1/2" 60.0 �** 10,-0" 10'-0" 10'-0" 6'-9" 1" 8 1 2" SLAT PERFORMANCE CHART IIII: (ONLY VALID FOR 1/8" SLIP) FOR A GIVEN MAXIMUM A,S.D, DESIGN PRESSURE RATING (p.s.0 AND SHUTTER MOUNT CONDITION FOR INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW CHAR_T_IIIb 1 UMbI CHART IIIC I USE MOWN VALUE WWEDT POSITNE AND MMKIWE AS.D. LOAD USE MAXIMUM P061T1VE A.S.D. LOAD VALUE 5/16"0 TAPCON XL ANCHOR MIN. SLAT SPAN 'LMIN." (ft) �p GN PRESSURE RA71NG (PSf) MAX. SLAT SPAN 'LMAX." (FT) REQUIRED MIN. SEPARATION TO GLASS MESURED TO BACK OF SLAT (in) WALL MOUNT (SEE NOTES A) BUILD -OUT MON W/ I�?I (SEE NOTES A) Bu1Lo-our mou W/ (a3 (SEE NOTES A) & BN�Pmur g (NE SEE NO=a W/O STORM BARS WINO ZONES 1-3 WIND ZONE 4 30.0 * 7'-6" V-6" 7'-6" 6'-7" 1" 8 1/8" 35.0 ** 7'-2" 7'-2" 7'-2" 6'-4" 1" 8 1/8" 40.0 ** 6'-9" 6'-9" 6'-9" 6'-1 " 1 " 8 1/8" 45.0 0" 6'-B" 6'-8" 6'-8" 5'-11" 8 1/8" 50.0 *so 6'-5" 6'-5" 6'-5" 5'-9" 1" 8 1/8" 55.0 6'-3" 6'-3" 6'-3" 1 5'-7" 1" -- 8 1/8" 60.0 *** V-1" 6'-1" 6'-1" 5'-5" 1" 8 1/8" ii I 10'-1 3/4' FOR WALL MOUNT & 10'-0' FOR BUILD -OUT ; 1 I MAX. 9PENING,WIDTH 1 ' ,I n DETAIL 2 (ELEVATION) SLAT SPAN CHART IIbl USE W/ nbi CHART IIC1 USE i'A)UEIIR! VALUE BF16M POSM AKU NFTAM A.S.D. LOAD USE MAXIMUM POSITIVE A.S.D' LOAD VALUE 5/16"0 TAPCON XL ANCHOR MIN. SLAT SPAN `LMIN." (ft) MAIOMUM DESIGN REQUIRED MAX. SLAT SPAN 'LMAX." (ft) REQUIRED MIN. SEPARATION TO GLASS MESURED TO BACK OF SLAT (in) PRESSUREWALL RATING (psf) MOUNT NOTES e> BUILD -OUT Mou�l[ w/ E�1 (SEE Nods d) BUILD -OUT Mou� w/ (StE NorES O)i WALl. TRAPPED BU1�� W 0 / STORM BARS D ZONES -3 WIND ZONE(SEE 48'-3" 8'-3" 8'-3"1" 8 1/8„35.0 *°� 7'-9" 7'-9" 7'-9" 1" g 1/g"40.0 �* 7'-7" 7'-7" 7'-7" 1" MC-2"i" 8 1/8„ 45.0 *�° 7'-4" 7'-4" 7'-4" 1" 8 1/8"50.0 **� 7'-3" 7'-3" 7'-3" 1" 8 1/8'• 55.0 �*+ 7'-3" 7'-3" 7'-3" 1" 60.0 „* 7'-3" 7'-3" 7'-3" 1" 8 1/8" SLAT PERFORMANCE CHART IV : (LESS THAN 1/8" SLIP) FOR A GIVEN A.S.D. DESIGN LOAD (p.s.0, SHUTTER MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS_W/O-STORM-BARS-PER-DETATC 2M-ELOW 5/16" a TAPCON XL ANCHOR USE MAXIMUM VALUE BETWEEN POSRiVE AND NEGATIVE A.S.D. LOAD USE MAXIMUM POSITRE A.S.D. LOAD VALUE DESIGN LOAD (Psf) MAX. SLAT SPAN "(" (Fr) � MIN. SLAT SPAN;. • "W wo REQuIM UK SUARRIOMI To GLASS MEASURED TD BACK OF SLAT (in) WALL. TRAPPED) & BUILD -our LINT (�,21 8, CJ SEE NOTES A WALL, TRAPPED & BUID-OUr MOUNT �9(( (�z && 0 SEE NOTES a W/O STORM BARS WIND ZONES 1-3 WIND ZONE 4 30.0 * V-6" D,_O•, 1" 5" 35.0 ** 6'-3" 40.0 ** W-O" 45.0 *** 5'-10" 50.0 **+ 5'-9" 55.0 +** 5'-7" 60.0 5'-5" MAXIMUM A.S.D. DESIGN LOAD VS WOOD GRADE SCHEDULE: * VALID FOR D=AS-RR-SOUTH (G=0.46) SOUTHERN PINE #2 (G=0.55) SPRl10E PINE41R-SITH (G=0 36) VAUD FOR D000UG41R-SOUTH (G=0.46) SOUTHERN PINE #2 (G=0.55) VALID FOR SOUTHERN PINE #2 (G=0.55) INSTALLATION INTO WOOD FRAME STRUCTURES 1/2" PLYWOOD AND (2) 2"4" WOOD STUDS (TYP. EACH SIDE, BEYOND) t •' ��� ENSF'_;f� -o'• STAf E OF USE WA)t W VALUE MWM POSIINE AM WATWE AS.D. LOAD USE A= LOAD 1 MAX. SLAT SPANj1A, USL SUIT REQUIRED MIN SEPARATION (ft) (� TO .. WOOD GRADE DESIGN'LI/1A1c' OF SLAT (in) W/O STORM BARS WALL BUILD,LTRAPPEI JA MOUNT MoujQ WHolES DitTi 6 WIND ZONES WINSEE DZONE ( NOTES ssr Lvn*-q A, 1-3 SOUTHERN PINE #2 (G=0.55) '-5" 4'-5" 0'-0" 1" 5 1/2" DOUGLAS-FIR-SOUTH (G=0.46) 60 4'-5" a'-s" SPRUCE PINE-FIR-SITH (G=0.36 60 4'-5" 4'-5" i t ` - 0 I z J Q_ SLAT SPAN V I ItJmnu X 4'-6 3/4' FOR WALL MOUNT & ; 4'-5' FOR SOUL D-Our W I MOUNT 00 W. OPENING w1oTN I I 1/2" PLYWOOD AND Y%7 (2) 2"x4" WOOD STUDS (TYP. EACH SIDE, BEYOND) t DETAIL 1 (ELEVATION) 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". 0 2015 TILTECO INC. Z7TIME-C -0, m c. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste, 305, VIRGINIA GARDENS, Fl. 33161 Phone : (305)871-1530 . Fox : (305)871-1531 e-moil: tilteco®ool.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High Vefocit *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 n> DEStWP110M DATE REV. 11" DESCIeP110N D1 OLD 11-242 4/10/15 Hurricane Zone) DRAWN BY: F.R.L. 04/10/15 DATE 15-071 DRAWING No SHEET 20 OF 26 1 MAX. ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE, WOOD GRADE, A.S.D. DESIGN LOAD (psf) AND SLAT SPAN RANUE WALL MOUNT & BUILD -OUT MOUNT TO 2"x4" WOOD STUD (SEE DETAIL 1 ON SHEET 20) WOOD GRADE MAXIMUM �`PRESSD RED U RATNG RANGE (Psf) SLAT SPMI RANGE ()'� tO 4!-6" SOUTHERN PINE #2 (G=0.55) < 30.0 6" 40 6" 50 6" 60 6" DOUGLAS-FIR-SOUTH (G=0.46) s 30.0 6" 40 6" SPRUCE PINE -FIR -SOUTH G=0.36 s .30.0 6" WALL MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 1/2" PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADE A s.o GIN PRESSURE RA71NGRANGE SLAT SPAN RANGE 0'to4'*>Ifto5*>5to6'*>6'to7'*>Ito9'*>9'to10' SOUTHERN PINE #2 (G=0.55) s 30.0 6" 6" 6" 6" 6" 6" 40 6" 6" 6" 6" 6" 4. 3/4" 50 6" 6" 6" 6" 4 3/4" 3 1/2" 60 6" 6" 5 3/4" 5 1 /4" 1 3 3/4" 3" DOUGLAS-FIR-SOUTH (G=0.46) s 30.0 6" 6" 6" 6" 6" 6" 40 1 6" 6" 6" 5 1 /4" 5 1 /4" 1 4 1 /4" SPRUCE PINE-FIR-SOUt 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) MAXIMUM SLAT SPAN RANGE WOOD GRADE A.S.D. ,DESIGN RAnN�c UUnRNECE 0!16' > 4-5' > 5'-6' > 6'7'> 7-9' >(psf) BUILD-OUi W E UIVD OUNT W E BUILD —OW MOUNT W E BUB D—OUT MOUNT W E BUILD—OUf MOUNT W EMOUNT LLD—OUf W E BUILD—pUi MOUNT W E BUILD—OUf MDUNT W EMOUNT BUILD —OUT W EMOUNT UI Ui W BUILD—OUfMOUNT MOUNT W E<— 30.0 6" 6" 6" 6" 6"6" 6" 6"6" 6" 6" SOUTHERN PINE #2 40 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" 5 1/4" 5 1/4" 4" 4" 60 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" 1 6" 6" 6" 6" 6" 5 1/2" 5 1/2- 5 1/2 5 1/2" 4 1 /2" 4 1 /2" SPRUCE PINE -FIR -SOUTH < 30.0 - 6" J— 6" 6" 6" 6" 6" 6" 6" 6" 6" 5 1 /4" 5" 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. N. Tit 13,00oi FLORIDA BUILDING CODE (Non Hi h V I 't ,Q `�����•'•�\CjENSF��•. ! ��ii 472015 TILTECO INC. 1g a oc1 y Hurricane *Nautilus Gone) DRAWN BY: .•. = 1 LIEC Rolling Shutter System 04/10/15 R INC DATE •��) ��' Pc � TILLIT TESTING & ENGINEERING COMPANY G 6355 N.W. 36th. St., Ste. 305. VIRGINIA GARDENS, Fl. 33166 EXPERT SHUTTER SERVICES INC. 1626 S.W. BILTMORE STREET I►Ar ` i ` //��/ +� ��jj{{ `� � r�IJTl10�.•' Phone : (305)871-1530 . Fa.: (305)671-1531 e—mail: tilteco@aoi.com PORT ST. LUCIE. FL. 34984 15-071 DRAWING �• '•. ` EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Uc. 44167 PHONE: (800) 749-9056 FAX: (772) 971-0990 No t ` P,tr pr}yy�rT� �� �• N. mclamotl RATE REV. He MCRIMoN oATi SHEET 21 OF 26 T oln n-tax s/m/Ts a 2 s V IY t�j /uauuf, TABLE 1 MAX. ALLOWABLE STORM BAR SPAN (ft) FOR A GIVEN A.S.D. DESIGN LOAD (p.s.f.), & A GIVEN STORM BAR SPACING (ft) ** MAXIMUM A.S.D. DESIGN PRESSURE RATING sf STORM BAR SPACING (Fr) 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 1 1'-0" i l'-O" 11'-0" 1 1'-0" 1 1'-0" 1 1'-0" 1 1' 1 l'-0" 11'-0" 35.0 11'-0" 11'-0" 11'-O" 11'-0" 40.0 11'-0" 11'-0" 11'-0" 11'-0" 45.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 50.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 55.0 11'-0" 11'-0" 11'-0" 11'-0" ll'-011 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 60.0 11'-0" 11'-0It 11'-0" 1l'-O" . 1l'-0" 11'-0" 11'-0" 1l'-0" 11'-0" * - 65.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0"- 70.0 11'-0" 11'-0" 11'-0" 11'-0" ll'-0" 11'-0" 11'-0"- 75.0 1 1'-0" 11'-0" 11'-0" 11'-0" 11=0" 11'=0"_=0'�- 11'-0" --80:0- 11'=0"- 11 0' 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 10,-10' * - - 85.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 90.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 95.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" 11'-0" 100.0 _ 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 105.0 1l'-0" 11'-0" 11'-0" 11'-0" 11'-0" 110.0 11'-0" 11'-0" 11'-0" 11'-0" 10'-10" 115.0 11'-0" 11'-O" 11'-0" 11'-0" 120.0 11'-0" 11'-0" 125.0 11'-0" 11'-0" ll'-0" 10'-10" 130.0 11'-0" 11'-0" ll'-0" 135.0 11'-0" 11'-0" 11'-0" 140.0. 11'-0" 11'-0" 11'-0" 145.0 1 1 '-0" 1 l'-0" 10'-1 1 " 150.0 11'-0" 11'-0" 155.0 11'-0" 160.0 11'-0" 11'-0" ** MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. M ENs�c • STATE OF .: c� ZITHIS REGION IS ONLY VALID FOR INSTALLATIONS W/ 1 OR MORE STORM BARS PER SHUTTER. THIS REGION IS ONLY VALID FOR INSTALLATIONS W/ 2 OR MORE STORM BARS PER SHUTTER. 0 2015 TILTECO INC. 111LIECO inc TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305. VIRGINIA GARDENS. Fl. 3316E Phone : (305)871-1530 . Fox : (305)871-1531 e-mail: tilteco0col.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 OLD 11-242 Hurricane Zom DRAWN BY: F.R.L. 04/10/15 DATE 15-071 DRAWING No SHEET 22 OF 26 u.4 �- . �., � � %� - 1 J `- 1 MAX. A.S.D. MAXIMUM DESIGN MULLION RESSUR SPACING RATING (H) • (P.S.L) 35.0r20'-O" 40.0 45.050.0 55.0 60.019 65.0 18'-4" 70.0 17'-4` 75.0 16'-6" 80.0 15'-9" 65.0 15'-0" 90.0 14'-2" 95.0 13'-5" 100.0 12'-9" 105.0 12'-2" 110.0 11'-7` 115.0 11'-1" 120.0 10'-8" 125.0. 10'-2" 130.0 9'-10" 135.0 9'-5" 140.0 9'-1 " 14b.0 8'-10" y a SCHEDULE 1a FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (p.s.f.), & A MAX. MULLION SPACING (ft) * MAXIMUM MULLION SPAN (rT) © 4"x6"x1/4" MULLION G1 4"x8"x1/4" MULLION G2 4"x7'x1/4" THICK (318" FLANGE) MULLION ORIENTATION #1 (=)tl ORIENTATION #2 (Q)' END INTERIOR END INTERIOR 7'-10" 9'-8" 7'-3" 12'-0" 7'-4" 9'-3" 6'-9" 11'-5" 6'-10" 8'-10" 6'-4" 10'-11" 6'-6" 8'-6' 6'-6" 10'-6" 6'-2" 8'-2" 1 6'-0' 9'-11" 5'-11" 7'-11" 1 5'-9" 9'-0" 5'-9' 7'-9" 5'-6" 8'-6" 5'-9 7•-9' 5'-4" 8'-4" 5'-9" 7'-7" 5'-9' 7'-7" 5'-9" 7'-7" _5-10= -7' 7= 5'-10" 7'-7" 5'-11' 7'-7" 6'-0" 7'-7" 6'-0' 7'-7" 6'-1 " 7'-7" 6'-1 " 7'-6" 6'-2" 7'-7" 6'-3" ' 7'-7" 7'-7" 6'-4" 7'-7` 6'-5" 7'-6" 6'-6" 7'-7" 6'-7" 7'-6" t MULLION SPACING: "S" 5'-4" 8'-2" 5'-4" 8'-0" 5'-4' 7'-10" 5'-4" 7'-9" 5'-6" 7'-9" 5'-7" 7'-9" 5'-7" 7'-9" 5'-8" 7'-9" 5'-9' 7'-9" 5'-9" 7'79" 5'-10" 7'-10" 5'-10" 7'-V 5'-11" 7'-10" 6'-0 7'-10" 6'-0" 7'-9" 6'-1" 1 7'-9" 6'-2" 1 7'-9" MULLION )RIENTATION #1 �=3)T ORIENTATION #2 (0) END INTERIOR END INTERIOR 7-4" 10'-7" 8'-0. 12'-6' 10'-0' 7'-7" 12'-6" 9'-7" 7'-3" 12'-6" 7'-8" 6'-11" 12•-6" 7'-4" _9'-3" 8'-11" 6'-7" 12'-6" 6'-8" 8'-7" 6'-3' 12'-4" 6'-4" 8'-6" 6'-2" 12'-0" 6'-4" 8'-4" 6'-2 11'-10' 6'-3" 8'-2" 6'-2" 1 V-9" 8'-0. 6'-2" 1 V-7" 6'-3" 7'-10' 6'-2" 11'-6" 6'-4" 7'-9" 6'-3" 11'-5" 6'-5" 7'-9" 6'-4" 1 V-5" 6'-6" 6'-4" 1 V-5" 6'-7` 6'-5" 11'-5" A7' 6'-6" 11'-5" 6'-9" 6'-7" 1 V-5" 6'-10"6'-7" 1 V-5" 7'-0' 7'-10" 6'-9" 11'-5" 7'-0" 7'-9" 6'-9" 1 V-5" 7'-2" 7'-10" 6'-10" 11'-5" T-3' 7'-10" 6'-11" 1 V-5" 7'-4" 7'-9" 6'-11" 1 V-5" 7'-5" 7'-9" 7'-0" 1 V-5" 7'-6" 7'-9" 7'-1" 11'-5" 7'-7" 7'-9" 7'-2" 1 V-5" ATION #1 (-)T ORIENTATION #2 (�)' END INTERIOR 12'-6" t6'_ 12'-6" 8'-5" 12'-6" 7'-11" 6'-2" 17-6" 7'-4' 5'-11' 12'-6" 6'-8` 5'-7" 12'-6" 6'-4" 5•-6" 12'-6" 6'-4" 5'-6 12'-6" 6'-3" 5'-6 12'-6" 6'-3" 5'-6 12'-5" 6'-3" 5'-6 12-4=- 12'-3 6'-3" 5'-6 6'-4" 5'-7 12'-3 6'-5" 5'-8 12'-3 6'-6" 5'-9 12'-3 6•-7" 5'-9 12'-3 6'-8" 5'-10" 12'-3 6'-9. 5'-11" 12'-3 6'-10' 6'-0" 12'-3 7'-0' 6'-1" 12'-3 7'-0' 6'-1" 12'-3 7'-2" 6'-2" 12'-3 7'-3" 6'-3" 12'-3 7'-4" 6'-3" 12'-3 7'-5" 6'-4" 12'-3 7'-6" 6'-5" 12'-3 SCHEDULE 2a WALL MOUNTING MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (P.S.F.), & A MAX MULLION SPACING (FT) * MAXIMUM MULLION SPAN (Fr) MAX. A.S.D. MAXIMUM MULLION ©4"x6"x1/4" MULLION G1 4"x8"x1/4" MULLION G2 4'W"x1/4" THICK RAEINGRE SPACING 8' FLANGE) MULLION ORIENTATION #1 �=)t ORIENTATION #2 ORIENTATION #1 (C=3)t )t ORIENTATION #2 (Q)t ORIENTATIOtINTERIOR END INTERIOR END INTERIOR END INTERIOR END END INTERIOR 30.0 20'-0' 7'-10" 9'-8" 7'-3" 12'-0' 9'-4" 10'-7" 8'-0" 7'-6" 12'-6" 35.0 20'-0" 7'-4" 9'-3" 6'-9" 11'-5" 8'-8"10'-0" 7'-7" 6'-11" 12'-6" 40.0 20'-0' 6'-10" 8'-10" 6'-4" 10'-11" 8'-1" 9'-7" 7'-3" 6'-6" 12'-6" 45.0 20'-0" 6'-6' 8'-6" 6'-6" 10'-6" 7'-8" 9'-3"6-11" 6'-2" 12'-6" 50.0 20'-0" 6'-2" 8'-2" 6'-0' 10'-2' 7'-4" 8'-11" 5'-3" 12'-6" 5'-11" 12'-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' 60.0 19'-5" 5'-9" 7'-9" 5'-6' 9'-8" 6'-10" 8'-6" 4'-8" 12 -0" 5'-6" 12'-6" 65.0 18'-4" 5'-9 7'-9" 5'-4" 9'-7" 6'-10" 8'-5" 4'-8" 1 V-10" 5'-6 12'-6" 70.0 17'-4` 5'-9" 7'-8" 5'-4" 9'-6" 6'-10" 8'-4" 4'-8" 1.7'=9= -5 =6- 75.0 16'-6" 5'-9" 7'-7" _5-4 = -9'-5= `6'=T0" 8'-3' 4'-8" 1 V-7" 5'-6 12'-5" -15'=9'r 5'-9" 7'-7" 5'-4" 9'-4" 6'-10" 8'-3" 4'-8" 11'-6" 5'-6 12'-4" 15'-0" 5'-9" 7'-7" 5'-4" 9'-3" 6'-10" 8'-2" 4'-8" 11'-5" 5'-6 12'-3 r:9--::: 14'-2' 5'-10" 7'-7" 5'-5" 9'-3" 6'-11" 8'-3" 4'-10" 11'-5" 5'-7 12'-3 13'-5" 5'-10" 7'-7" 5'-6" 9'-3" 6'-11" 8'-3" 4'-11' 11'-5" 5'-8 17-312'-9" 5'-11" 7'-7" 5'-7" 9'-3" 7'-0" 8'-2" 5'-0` 11'-5" 5'-9 12'-3 12'-2" 6'-0' 7'-7" 1 5'-7" 9'-3" 7'-t' 8'-2" 5'-1" 11'-5" 5'-9 12'-3 115.0 11'-7" 6'-0" 7'-7" 5'-8" 9'-3" 7'-2" 8'-3" 5'-3" 1 V-5" 5'-10" 12'-3 1t.0 11'-1" 6'-1" 7'-7" 5'-9" 9'-3" 7'-2" 8'-3" 5'-4" 11'-5" 5'-11" 12'-3 120.0 10'-8" 6'-1. 7'-6" 5'-9" 9'-3" 7'-3" 8'-2" 5'-5" 1 V-5" 6'-0" 12'-3 125.0 10'-2' 6'-2" T-7" 5'-10" 9'-3" 7'-4" 8'-3" 6'-9" 1 V-5" 6'-1" 12'-3 130.0 9'-10" 6'-3" 7'-7" 5'-10" 9'-3" 7'-4" 8'-2" 6'-9' 11'-5" 6'-i" 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'-3 145.0 8'-10" 6'-5" 7'-6" 6'-0" 9'-3` 7'-6" 8'-2" 6'-11" 11'-5" 6'-3" 12'-3 150.0 8'-6" 6'-6" 7'-7" 6'-1' 9'-3" 7'-7" 8'-2" 7'-0' 1 V-5" 6'-4" 12'-3 155.0 8'-3" 6'-6" 7'-7" V-2" 9'-3" 7'-8" 8'-2" 7'-1" 160.0 g'-0" 6'-7" 7'-6" 6'-2" 9'-3" T 7'-9" i 8'-2" 7'-2" * 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. )R )N R1 ......... FLORIDA BUILDING CODE (Non High Velocity Hurricane Zont Ns�, .•.•vim iI i 0 2015 TILTECO INC. Nautilus Df F RNL BY: No. Rolling Shutter System o4/1o/1s �, !' •• TILLIT TESTING & ENGINEERING COMPANY 'ARG1NiA EXPERT SHUTTER SERVICES INC. DATE •�• L� �Q 6355 N.W. 36th. St., Ste. 305, G )0EN5, FI. 33166 Phone : (305)871-1530 Fo" : (305)871-i53/ 1626 S.W. BILTMORE STREET PORT ST. LUCIE, FL. 1 1 5-'07 1 P �/ �� �i� FBI ' •. • RID •.' `�; / a -mail: tilteco®aol.com EB-0006719 34984 PHONE: (800) 749-9056 , FAX: (772) 871-0990 DRAWING No \ WALTER A. TILLIT Jr. P.E. RM N. tx MMON DATE pEv. NoI DESCPJ ON DATE !rry,,.- I•• %DATE FLORIDA Lic. # 44167 I an r1-242 4/10/154 SHEET 24 OF 26 SCHEDULElb FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (p.s.f.), & A 12'-0" MAX. MULLION SPACING (ft) MAXIMUM MULLION SPAN (Fr) A.S.D. w1MUM © 4"x6"x1/4" MULLION G1 4"x8"x1/4" MULLION G2 4"x7'xl/4" THICK (3/8' FLANGE) MULLION DESIGN MUWON 'RESSUrd RATING SPACING (ft) ' ORIENTATION #1 (o)t ORIENTATION #2 (Q)t ORIENTATION #1 (MM)t ORIENTATION #2 (Q)'f ORIENTATION #1 ORIENTATION #2 ([ END INTERIOR END INTERIOR END INTERIOR END INTERIOR END END INTERV 30.0 35.0 12'-0" 12'-0" 11'-7" 10'-7" 11'-6" 10'-71" 9'-9' 9'-2" 12'-6" 12'-6" 12'-6' 12'-6" 12'-6" 11'-11" 10'-7" 10'-0" 12'-6" 12'-6" 12'-6" 12'-6' 1 V-3" 10'-4" 12'-6' 12'-6' 40.0 12'-0" 9'-10" 10'-5* 8'-9" 12'-6" 11'-8" 11'-4" 9'-6" 127 6" 1 V-10" 9'-7" 12'-6' 45.0 12'-0' 9'-3" 10'-1" 8'-4" 12'-5" 10'-11" 10'-11" 9'-1" 12'-6" 1V-2 9'-0" 12'-6' 50.0 12'-0" V-9" 9'-8" 8'-1" 12'-0" 10'-4" 10'-7" 8'-9" 12'-6" 10'-7" 8'-6" 12'-6' 55.0 12'-0' 8'-4" 9'-5" 7'-10" 1V-8" 9'-10" 10'-3" 8'-6" 12'-6" 10'-1" 8'-1" 12'-6' 60.0 12'-0" B'-O" 9'-2" 7'-6" 11'-4" 9'-5" 9'-11" 8'-3" 12'-6" 9'-7" 7'-9" 12'-6' 65.0 12'-0" 7'-8" 8'-11" 7'-2" 1 V_O" 9'-1" 9'-8" 8'-0" 12'-6" 9'-3" 7'-5" 12'-6' 70.0 12'-0" 7'-4" 8'-8" 6'-11" 10'-9" 8'-9" 9'-5" 7'-10" 12'-6" 8'-11" 7'-2" 12'-6' 75.0 12'-0" 7'-1" 8'-6" 6'-8" 10'-6" 8'-5" 9'-3" 7'-B' 12'-6' 8'-7" 6'-11" 12'-6" 80.0 12'-0" 6'-11" 8'-4" 6'-5" 10'-3" 8'-2" 9'-0" 7'-5" 12'-6" 8'-4" 6'-8" 12'-6' 85.0 12'-0" 6'-8" 8'-2' 6'-3" 9'-9" 7'-11" 8'-10' 7'-2" 12'-6"6'-6" 90.0 12'-0" 6'-6" 8'-0" 6'-1" 9'-2" 7'-8" 8'-B" 7'-0" 7'-10" 6'-4" 12'-6' 95.0 12'-0" 6'-4" 7'-10" 5'-11" 8'-8" 7'-5" 8'-6" 6'-10"[12'-5" 12'-1" 7'-5" 6'-2" 12'-6' 100.0 105.0 12'-0" 12'-0" 6'-2" 6'-0" 7'-8` 7'-7" 5'-9" 5'-R" 8'-3" 7'-1n" 7'-0" R'-R"-c^ 8'-3" 6'-8' 11'-9" 7'-0" 6'-0" 12'-6" MITED FLOOR SPAN (ft) FOR END 12'-0" (CASE 1) & 8' NG (ft) * IWAUAT10N CASES MAX PRESSUREMUWON RA71f; �I�JCIMUM SPACING () ' MAXIMUM MULLION SPAN (FT) G 4"x6'x1/4' THICK MULLION G1 4'x8"A/4" THICK MULLION G3 2'x7'xl/4" THICK FLANG MULLION PoE xnm j1 �_)t ORIENTATION / Ot RIENTATION #i �_)t ORIENTATION J1 (-)t ORIENrATION Of ORIENTATION i1 ORIENTATION j (a)t END INTERIOR END INTERIOR INTERIOR 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" - i V-0" 40.0 12'-0" - 12'-6" 11'-8" 1 V-4" 12'-6" - I V-0" CASE I 45.0 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" 55.0 12'-0" - I V_8" 9'-10" 10'-3" 12'-6" - I V-0" 60.0 12'-0" - 11'-4" 9'-5" 9'-11" 12'-6" - 11'-0" 60.8 12'-0" - 11'-3" 9'-4" 9'-11" 12'-6" 11'-0" 30.0 8'-0' - 12'-6" 12'-6" 12'-6" 12'-6" - I V-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' - I V-0" CASE IQ 45.0 8'-0" - 12'-6" 12'-6" 12'-6" 12'-6" - I V-0" 50.0 8'-0" - 12'-6" 12'-6" 12'-1" 12'-6' - IV-0" 55.0 8'-0" - 12'-6" 12'-6' 11'-8" 12'-6' - 11'-0" 60.0 8'-0' - 12'-2" 12'-2" 1 V-4" 12'-2" - 60.8 8'-0" 12'-0" 12'-0" 11'-4" 12'-0" 30.0 8'-0" - 9'-0" 9'-0" 9'-0" 9'-0" - 9'-O" 35.0 B'-0" - 9'-0" 9'-0" 9'-0" 9'-0" - 9'-0" 40.0 8'-0" - 9'-0" 9'-0" 9'-0" 9'-0" - 9'-0" 45.0 8'-0" - 9'-0" 9'-0" 9'-0" 9'-0" - 9'-0" 50.0 8'-0' - 9'-0" 9'-0" 9'-0" 9'-0" - 9'-0" 55.0 8'-0" - 9'-0" 9'-0" 9'-0' 9'-0" - 9'-0" CASE11 60.0 8'-0" - 9'-0" 9'-0" 9'-0" 9'-0" - 9'-0" 65.0 8'-0" - 9'-0" 9'-0" 9'-0" 9'-O" - 9'-0" 70.0 B'-0" - 9'-0" 9'-0" 9'-O' 9'-0" - 9'-0" 75.0 8'-0" - 9'-0" 9'-0" 9'-0" 9'-0" - 9'-0" 80.0 8'-0" - 9'-O" 9'-0" 8'-9" + 9'-0" - 9'-0" 85.0 8'-0' - 9'-0" 8'-9" + 8'-3" = 9'-0" - 9'=0" 90.0 8'-0" - 9'-0" 8'-2" • 7'-9" = 9'-0' - 9'-0" 95.0 8'-0" - 9'-0" 7'-8" + 7'-4" + 9'-0" - 9'-0" 100.0 1 8'-0" - 9'-0" 7'-3" + 7'-0" + 9'-0' - 9'-0' * NOTE: USE 9'-0" IF ANCHOR CONSISTS OF HILTI, WEDGE -BOLT ANCHOR. SEE SCHEDULES INC HUS-H SCREW OR POWER FASTENERS, 1 & 2 ON SHEET 1OA. END MULLION " O" iyMULLIOU MULLION SPACING: "S" SCHEDULE 2b _WALL MOUNTING MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (P.S.F.) & A 12'-0" MAX MULLION SPACING (FT) - * 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. 11111111111111//�� \UN S+F`• .� NQ. 441 ' Z P ■ MI II 1 Ir1A1 4ZDe111nl2 14% * MAXIMUM MULLION SPAN (FT) MAK G 4"x6'x1/4" THICK G1 4"x8"x1/4' THICK G3 Tx7'x1/4' THICK IISTAUAMI DESIGN PRESSURE k MUM �UWON MULLION MULLIONCASES FLANG MULLION RIENTATION (11 ORIENTATION if IENTATION #1 ORIENTATION 81 ORIENTATION / ENTATION III ORIENTATION SPACING (�)t (n)t (fit (�)t (0)t (�)t (a)t END INTERIOR END INTERIOR INTERIOR END INTERIOR 30.0 12'-0" - 12'-6" 12'-6" 12'-6" 12'-6' - 11'-0" 35.0 12'-0" - 12'-6" 12'-6" 1 V-11" 12'-6' - 11'-0" 40.0 12'-0' - 12'-6" 11'-8" 1 V-4" 12'-6" - 1 V-0" CASE r 45.0 12'-0" - 12'-5" 10'-11" 10'-11' 12'-6" - T V-0" 50.0 12'-Cr - 12'-0" 10'-4" 10'-7" 12'-6' - 11'-0" 55.0 12'-0" - 11'-8" 9'-10' 10'-3" 12'-6" - 11'-0" 60.0 ' - 11'-4" 9'-5" 9'-11" 12'-6" - 11'-0" 80.8 " - 11'-3" 9'-4" 9'-11" 12'-6" 11'-0" 30.0 t8'-O" 9'-D' 9'-0" 9'-0" - 9'-0" 35.0 9'-0" 9'-0" - 9'-0" 40.0 - 9'-0" 9'-0" 9'-0" 9'-0" - 9'-0" 45.0 - 9'-0" 9'-0" 9'-0" 9'-0" - 9'-0" 50.0 8'-0" - 9'-0" 9'-0" 9'-O" 9'-0" - 9'-0" 60.0 8'-0" - 9'-0" 9'-0" 9'-0" 9'-O" - 9'-0" CASEn' Bo.O 8'-0" - 9'-0" 9'-0" 9'-0" 9'-0" 65.0 8'-0" - 9'-0" 9'-0" 9'-0" 9'-0" - 9'-0" 70.0 8'-0" - 9'-0" 9'-O" 9'-0" 9'-0" - 9'-O" 75.0 8`-0" - 9'-0" 9'-0" 9'-0" 9'-0" 80.0 8'-0' - 9'-0" 9'-0" 9'-0" 9'-0" - 9'-0" 85.0 8'-0' - 9'-0" 9'-0" 9'-0" 9'-0" - 9'-0" 90.0 8'-0" - 9'-0" 9'-0" 9'-0" 9'-0" - o- 95.0 8'-0" - 9'-0" 9'-0" 9'-0" 9'-0" - " �_Eo 100.0 8'-0" - 9'-0" 9'-0" 9'-0" 9'-0" - " FLORIDA BUILDING CODE (Non High Velocit 02015 TILTECO INC. Nautilus p ®' c Rolling Shutter System 1. TILLIT TESTING & ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 6355 N.W. 36th. SL, Ste. 305. VIMNIA GARDENS, Fl. 33166 1626 S.W. BILTMORE STREET Phone : (305)871-1530 . Fox : (305)871-1531 e-mail: PORT ST. LUCIE, FL. 34984 EB-0006719 9l.com tiPHONE: (800) 749-9056 , FAX: (772) 871-0990 00671 WALTER A. TILLIT Jr. P.E. a.N• oesvornon own xtv. to tuxwenoN o, FLORIDA Lic. # 44167 I otn 11-242 ID4/10/151 a Hurricane ZonE DRAWN BY: F.R.L. 04/10/15 DATE 15-071 DRAWING No SHEET 25 OF 26 SCHEDULElc FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (D.S.f.). & A T-0" MAX. MULLION SPACING (ft) * MAX. A.S. IGGN NgI1IUUJON MAXIMUM SPACING MAXIMUM MULLION SPAN (Fr) © 4"4"x1/4" MULLION G1 4"x8"x1/4" MULLION G2 4"x7"x1/4" THICK (3/8" FLANGE) MULLION ORIENTATION #1 (o)t ORIENTATION #2 (0)t ORIENTATION #1 (=)t ORIENTATION #2 (Q)t ORIENTATION #1 (o)t ORIENTATION #2 (Q)t END INTERIOR END INTERIOR END INTERIOR END INTERIOR END END INTERIOR 30.0 7'-0. 12'-6" 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" 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" 12'-6" 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'-3" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 60.0 7'-0' 12'-6" 10'-11" 12'-6" 12'-6" 12'-6" 11'-11" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 65.0 7'-0" 12'-6" 10'-8" 12'-1" 12'-6" 12'-6" 11'-7" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 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" 11'-0" 11'-11" 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" -12 -6-- - 85.0 7'-0" * 11'-0" 9'-9. 10'-2"_- __1 2-1_" 12'-&!-- -10'-7"- -1 1'=0"- f2'-6" - 12'-6" 11'-4" 12'-6" -90.0- J7'=O'- -10'=7"- -9'-7" 9'-10" 11'-10" 12'-5" 10'-5' 10'-8" 12'-6" 12'-2" -TO-7-1 -0" 12'-6" 95.0 7'-0' 10'-2" 9'-5' 9'-6" 11'-7" 11'-11" 10'-2" 10'-4" 12'-6" 11'-9" 10'-5' 12'-6" 10D.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" 11'-1" 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" 115.0 7'-0' 9'-0" 8'-10" 8'-7" 10'-11' 10'-7" 9'-7" 9'-5" 12'-6" 10.'-5" 9'-1" 12'-6". 120.0 7'-0' 8'-9" 8'4" 8'-5" 10'-9" 10'-3" 9'-5" 9'-3" 12'-6' 10'-2" 9'-10" 12'-6" 125.0 7'-0' 8'-6" 8'-7" 8'-2" 10'-7' 10'-0" 9'-4" 9'-1" 12'-6" 9'-11" 8'-7" 12'-6" 130.0 7'-0" 8'-4" 8'-5" 8'-D" 10'-6" 9'-9" 9'-2" 8'-11" 12'-6" 9'-9" 8'-5. 12'-6" 135.0 7'-0' 8'-2" 8'-4" 7'-9" 10'-4" 9'-7" 9'-1" 8'-9" 12'-6" 9'-6" 8'-2" 140.0 7'-0' 8'-0" 8'-3" 7'-7" 10'-1" 9'-4" 9'-0" 8'-7" 12'-6" 9'-4" 8'-0" 12'-6" 145.0 7'-0" 7'-10" 8'-2" 7'-5" 9'-9" 9'-2" 8'-10" 8'-6" 12'-6" 9'-2" 7'-10" 12'-6" 150.0 7'-0" 7'-8" 8'-1" 7'-4" 9'-5" 9'-0' 8'-9" 8'-4" 12'-6" 8'-11' 7'-8" 12'-6" 155.0 7'-0' 1 7'-6" 8'-0" 7'-2" 9'-2" 8'-10" 8'-8" 8'-3" 12'-5" 8'-9" 7'-6" 12'-6" 160.0 7'-0" 7'-4" j 7'-11" 7'-0" 8'-10" 8'-8" 8'-7" 8'-1" 12'-2" 8'-8"1 7'-5" 1 12'-6' D MULLION OZ 1 2w I I = I _INTERIOR I I MULLION I I MULLION SPACING: 'IS" SCHEDULE 2c WALL MOUNTING MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D DESIGN PRESSURE RATING (P.S.F.), & AND T-0" MAX MULLION SPACING (FT) * MAX. A.S.D. DESIGN PRESSURE RATING MAMMUM MUUION SPACING (ft) # MAXIMUM MULLION SPAN (Fr) © 4"x6"x1/4" MULLION G1 4"x8"x1/4" MULLION G2 4"x7"x1/4" THICK 8" FLANGE) MULLION ORIENTATION #1 (o) t ORIENTATION #2 (Q) t ORIENTATION #1 (o) f' ORIENTATION #2 (Q) t ORIENTATION #2 (Q) t END INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR 30.0 7'-O" 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" 40.0 7'-O" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 45.0 7'-0" 12'-6" 12'-0" 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" 55.0 7'-0' 12'-6" 11'-3" 12'-6" 12'-6" 12'-6" 12'-3" 12'-6" 12'-6" 12'-6" 12'-6" 60.0 7'-0' 12'-6" 10'-11" 12'-6" 12'-6" 12'-6" 11'-11" 12'-6" 12'-6" 12'-6" 12'-6" 65.0 7'-0' 12'-6" 10'-8' 12'-1" 12'-6" 12'-6" 11'-7" 12'-6" 12'-6" 12'-6" 12'-6" 70.0 7'-0' 12'-6" 10'-5" 11'-6" 12'-6" 12'-6" 11'-3" 12'-6"_,- 12-6 = 12'-6= 12'=6"- 75.0 T-O"-12'=6"- -7 11'-0" 11'-11" 12'-6" 12'-6" -W.0- 85.0 -0 7'-0' 11'-6" 11'-0" 9'-11" 9'-9" 10'-6" 10'-2" 12'-4" 12'-1" 12'-6" 12'-6" 10'-10" 10'-7" 11'-5" 11'-0" 12'-6" 12'-6" 11'-11" 12'-6' 11'-4' 12'-6" 90.0 7'-0' 10'-7" 9'-7' 9'-10' 1 V-10' 12'-5" 10'-5" 10'-8" 12'-6" 10'-10" 12'-6" 5.0 7'-0" 10'-2" 9'-5" 9'-6" 11'-7" 11'-11" 10'-2" 10'-4" 12'-6" 10'-5" 12'-6" 100.0 _T-0" 9'-10" 9'-3" 9'-3" 11'-5' 11'-6" 10'-0" 10'-1" 12'-6' 10'-1" 12'-6" 105. 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" 8'-10' 11'-1" 10'-10" 9'-9" 9'-7" 12'-6" 9'-5" 12'-6" 115.0 7'-0' 9'-0" 8'-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'-6" 125.0 7'-0" 8'-6" 8'-7" 8'-2" 10'-7" 10'-O" 9'-4" 9'-1" 12'-6" 8'-7" 12'-6" 130.0 135.0 7'-0' 7'-0' 8'-4" 8'-2" 8'-5" 8'-4" 1 8'-0" 7'-9" 10'-6" 10'-4" 9'-9" 9'-7" 9'-2" 9'-1" 8'-11" 8'-9" 12'-6" 12'-6" 8'-5" 12'-6' 8'-2" 12'-6" _ 140.0 7'-0' 8'-0' 10'-3" 9'-4" 9'-O" 8'-7" 12'-6" 8'-0. 12'-6" 145.0 7'-0" 7'-10" 8'-2" 7'-5" 10'-1' 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'-V. 8'-9" �8'-8" 8'-4" 12'-6" 7'-8" 12'-6" 155.0 7'-0" 7'-6" 8'-0" 7'-2" 9'-10" 8'-10" 8'-3" 12'-5" 7'-6" 160.0 7'-0" 7'-4" 7'-11" 7'-0" 9'-9" 8'-8" 8'-7" 8'-1" 1 12'-2" 1 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. TILEj''��.,,� l .--',�ryENSF•' 0 2015 TILTECO INC. �LME�_C_0 nc. TILLIT TESTING & ENGINEERING COMPANY 635S N.W. 361h, St. Ste. 305. VIRGINIA GARDENS, Fl. 3316E Phone : (305)871-1530 . I" : (305)871-1531 e-mail: tiltec00001.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lim. # 44167 FLORIDA BUILDING CODE (Non High Nautilus Rolling Shutter System EXPERT SHUTTER SERVICES INC. 1626 S.W. 81LTMORE STREET PORT ST. LUCIE. FL. 34984 PHONE (800) 749-9056 . FAX: (772) 571-0990 Ne OESCWPTION DA1E REY. Ne DESMIMON W 01D 11-242 U10/17 4 Hurricane Zone) DRAWN BY: F.R.L. 04/10/15 DATE 15-071 DRAWING No SHEET 26 OF 26