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HomeMy WebLinkAboutAPPROVED ESSNautilusRollupNOAI 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 2020 (7th 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 7-16 FOR INSTALLATIONS UNDER 2020 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 7-16 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 NOT USED IN THEIR ANALYSIS. FASTENERS SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2018. 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, E 1886 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. 13. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY (UNLESS OTHERWISE NOTED), SEE SHEET 2. 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 DEWALT, 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 BUILDER, 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 GROUT FILLED OR ANCHOR SPACING 0 100% EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK 3/8"Ox1 1/4" CALK -IN 3 3/4" 4 1 /2" 1 1/4" (3000 psi) NOT ALLOWED 1/4"00/4" 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, 1 OA, 11. 11 A, 12, 12A, 13 & 13A. -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILTI, INC. -HUS-H SCREW ANCHOR MANUFACTURED BY HILTI, INC. -WEDGE-BOLT ANCHOR MANUFACTURED BY DEWALT, INC. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. 4. ALL SCREWS (EXCEPT END RETENTION SCRE) TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. W QC 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 ANCHOR SPACING 0 100% CODE SECTION 2411.3.3.4. 3/4"0 KWIK BOLT TZ 27" 5. BOLTS TO BE ASTM A-307, GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM 1/2"0 KWIK BOLT TZ 22 1/2" YIELD STRENGTH. 3/8"0 KWIK BOLT TZ 6" 3/8"0 HUS-H SCREW 4" 6. NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S. PATENTS #6,095,225 AND #7,409,980. 3/8"0 WEDGE -BOLT 4 1 /2" 1/2"0 HUS-H SCREW OR WEDGE BOLT 6' 7. ANCHORS TO WALL FOR (P SIDE RAIL SHALL BE AS FOLLOWS: 5/8"0 HUS-H SCREW OR WEDGE BOLT 7 1/2" (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) FRAME 55 MIN. TO EXISTING WOOD SPRUCE PINE -FIR -SOUTH (G-0.36), DOUGLAS-FIR-SOUTH (G=0.46) OR SOUTHERN PINE #2 -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. EDGE DISTANCE 0 100% 9" 7 1/2" 4 3/8" 5" 4 1/2" 6" 7 1/2" EMBEDMENT 0 100% 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 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. THIS DRAWING SHALL ONLY BE USED TO i A!i OBTAIN PERMITS IN 7HE STA7E OF FLORIN FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) `��\`\;. • ' •. • ���i 0 2020 TILTECO INC. Nautilus DRAWN BY: LC� �, i■ Y 5 M.P. sF • 'z Rolling ShutterS'ystem 06/8/2020 S* NQ, 441 I E C O I N C. DATE TILLIT TESTING & ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 6355 N.W. 36th. St, Ste. 305, VIRGINIA GARDENS, R. 33166 668 S.W. WHITMORE DRIVE 20-064 ST TE Phone: (305)871-1530 . Fax : (305)871-1531 PORT ST. LUCIE, FL. 34984 i � ••� OF '1���% e-mail: tiltecoccol.com DRAWING No i PHONE: (800) 749-9056 FAX: (772) 871-0990 /C/ CA-0006719 / REV. Me ORCRIPTNIN DATE REV. No aE9CRIPRON DATE RID WALTER A. i1LLR Jr. P.E. FLORIDA Uc. # 44167 , OLD 17-2" la/m: 4 SHEET 1 OF 26 s/nA R I •G1�1�\_.N /SIGNATURE/DATE 2 s �y yyL #7 #8 #9 # 2 �7 # 3 y�,1 4 SS 20 .645' .667' -.697' #1 5 -.515' - .542' .491 �- I R1.343' R7.499 R1.698" R1.848" R1.997" R2.140" R2.298" IR2.398" R2,498" a n N N b .623' .654' .- ,. .679" OSLATS .703' .729"-- .751 .781' 6063-T6 ALUMINUM ALLOY Fy= 31.5 ksi (nun.) SCALE: 12"= V 3.831" 'r 156" 125- N .1 1.280".925' -1.220" - 156- I .ii m n ro .125'-iF�1.280" •2.426- n W Q 070• w ,.2 OD SIDE RAIL 6063-T6 ALUMINUM ALLOY SCALE: 12"=1" *MUST BE REVIEWED BY SHUTTER MANUFACTURER TO ALLOW FOR A MINIMUM 0.050' CLEARANCE BETWEEN SCREW HEAD AND CAVITY WALL AT NON HURRICANE POSMONS. .250• (TYP.) O TRAPPED ANGLE 6063-T6 ALUMINUM ALLOY SCALE: 1/7' =1" #10 .723' -� .1, ,you DET.A m. 7 (TYP.) n DETAIL: A R2.698" r MID ) �wra /I (TYP.) .807• •050'1 DETAIL: C ti6 ti� U m DETAIL: B &1 STARTER SLAT 6063-T6 ALUMINUM ALLOY SCALE: 12" =1" - 6.000' n m 0 s .or 0 31213' a U7 g 070' w N pa 0 C t2 `< N N 1 f .359 070• o (IYP. �B BASE SLAT 6063-T6 ALUMINUM ALLOY SCALE: 12" =1" .125" f `o� .250" N - - - 4.000" - i © 4x6 MULLION 6061-T6 ALUMINUM ALLOY SCALE: 319" =1" EO BUILD -OUT TUBE 6063-T6 ALUMINUM ALLOY SCALE: 12" =1" G1 4x8 MULLION 6061-T6 ALUMINUM ALLOY SCALE: 318" =1" COMPONENTS .2 E1 BUILD -OUT TUBE 6063-T6 ALUMINUM ALLOY SCALE: 12" =1" G& 4x7 MULLION 61361-T6 ALUMINUM ALLOY SCALE: 3/8" = 1" GE No. 4416 �o�• STATE OF Cn P i nP rlYs'"e.) SEAL/SIGNATURE/DATE 2.612' 2.500• 60- .162. - 2.450' N .060" 40' 0.2100 /12 AB TREAD OD III kill p Y liliW liK e.6�. 188 STAINLESS STEEL WASHER TRUSS HEAD T40 SIX LOBE THREAD 410HT SCREW** #12 (5/16') HEX HEAD AB THREAD 410HT SCREW OPTION #1 (MONOLITHIC) 4.000" a � � .125- BUILD-OUT TUBE 6063-T6 ALUMINUM ALLOY SCALE: 12" =1" 4.000------ - E3 BUILD -OUT TUBE 6063-T6 ALUMINUM ALLOY SCALE: 12" =1" 0 N OH 1/4"0014" IMBUILDEX TEK SCREW CARBON STEEL SCALE: 12" =1" Q . ►. ITW/BUILDEX TAPCON XL ANCHOR :. n JO 3/8"0 HILTI INC. KWIK BOLT 3 ANCHOR CARBON STEEL SCALE: 12" =1" 0 2020 TILTECO INC. LTI TLE COi 7c. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St. Ste. 305. VIRGINIA GARDENS. FI. 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e-moil: tilteco®Ool.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 .125' TreP.) SCREW SPECS: 410HTSTAINLESSSTEEL SCREW COATED WNTH AC -SILVER CHROMED -FREE ANTICORROSION COATING SYSTEM, AS MANUFACTURED BY SUN BELT COATING, LLC Fy = 191 A ksi (YIELD STRENGTH), Ftu = 196.8 ksi (TENSILE STRENGTH) OPTION #2 (W/ WASHER) 1.050' .322'0 8 -- .200" .625- .200" ACETAL BUSHING *** (USE W/ OPTIONS #1 AND #2) *** BUSHING SPECS: DENSITY: I A g/cr& TENSILE MODULUS: 377 ksi TENSILE STRESS AT YIELD: 9.135 ksi FLEXURAL MODULUS: 580Itsi IZOD NOTCHED IMPACT:6.5 kl/m' ©-RETAINING SYSTEM. SCREW + BUSHING SCALE: 12" = 1" OK STORM BAR 6061-T6 ALUMINUM ALLOY SCALE: 12" =1" FLORIDA BUILDING CODE (Non High Velocit. Nautilus Rolling Shutter System EXPERT SHUTTER SERVICES INC. 668 S.W. WHITMORE DRIVE PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-9056 , FAX: (772) 871-0990 No DEWWnCO 1 DATE REV. No OESapi110N G OLD 17-244 5!8/202 Hurricane Zone) DRAWN BY: M.P. 06/8/2020 DATE 20-064 DRAWING No SHEET 2 OF 26 G i .A�Z.'42 4 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 '•��GENs. No. 441 E _= -a' Z , 'r, STATE Of FIOR1O 0, ' • 7 i/%Zo 2J SEAL/SIGNATURE/DATE 02020 TILTECO INC. 7711ECOiNc. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, Fl. 3316E Phone : (305)871-1530 . Faa : (305)871-1531 e-mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Na u fibs DRAM P BY: Rolling Shatter System 06/8/2020 DATE EXPERT SHUTTER SERVICES INC. 668 S.W. WHITMORE DRIVE 20-064 PORT ST. LUCIE, FL. 34984 DRAWING No PHONE: (800) 749-9056 FAX: (772) 871-0990 .NO I DESCRIPTION I DATE REV. No I DESMP11oM DATE OLD 17-2M SHEET 3 OF 26 K -. - - - - • - (SEE SCHEDULES ON SHEETS 15 & 20) — TYPICAL SINGLE UNIT ELEVATION W/0 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 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 OB 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/O STORM BARS AND W/ OR W/O 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 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. AP :a. END) No. 41416 -4'• STATE OF 0 R 1'D END CAP 2 N w = w m z 0/8 o w 0'/8 wF w STORM BAR SPACI (SEE SHEET 22 gm V/9 ®V/9 K® REAR V/9 (TYP.) Max. SLAT SPAN (SEE SCHEDULES ON SHEET 15) V/9 KJ® REAR Y/6 & Y/7 (TYP.) -END CAP #1 SLATS #2 SLATS #3 SLATS #4 SLATS — #5 SLATS SLATS 0/8 09/8 #7 SLATS #8 D SLATS (Typ. Ea. END) #9 SLATS - A. (TYP-) #10 I SLATS — — _— _— — — — — _ — — — TYPICAL SINGLE UNIT ELEVATION W STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. ® 2020 TILTECO INC. MIL E C O ,Nc. rJ TILLIT TESTING & ENGINEERING COMPANY !/� • 4,.V 6355 N.W. 36th. St., Ste. 305. MRGINIA GARDENS, F1. 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. # 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Nautilus DRAWN BY: Na u ti M.P. Rolling Shutter System 06/8/2020 EXPERT SHUTTER SERVICES INC. DATE 668 S.W. WHITMORE DRIVE 20-064 PORT ST. LUCIE, FL. 34984 DRAWING No PHONE: (800) 749-9056 , FAX: (772) 871-0990 No DE'SCRIPIION UM 7. No MSCMPDM DATE otD 17-2u /0-7 SHEET 4 OF 26 END C to N 43 LO Z N N N Z O yrj J w cn MO =w ajo w U) w w 11 Q/8 Max. MULLION SPACING W-1/10 OR W-2/11 OR -- (SEE SCHEDULE ON SHEETS 24, 25 & 26) --� � Or © Or ©� ® W-3/12 OR W-4/13 W-1 /10 OR W-2/1 1 OR Max. STORM BAR SPACING Max. MULLION SPACING © Or © Or W-3/12 OR W-4/13 BOX (SEE SCHEDULE ON SHEET 22) (SEE SCHEDULE ON SHEETS 24, 25 & 26) I I I END CAP II II I II II or #1 SLATS #2 SLATS #3 SLATS #4 SLATS II I I II II ii-R8 I i I i 5 SLATS #6 SLATS SLATS # s SLATS D (Typ. Ea. END) #9 SLATS #10 SLATS R8 or R'/8 or R'/8 ,I I I I II II j I 1 _ W-1/10 OR W-2/11 OR g 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/0 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 1 V-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 SLATQB MAY VARY WITH SHUTTER'S HEIGHT. (b) BOTTOM SLATQB MUST BE ALWAYS INSTALLED. \ir)�j�lilq� ** CASE 2: SHUTTER HEIGHT LARGER THAN 11'-0" APPLICABLE TO INSTALLATION W/O STORM BAR AI-V-,''\,\CENs,6 MULLIONS W/ HEIGHTS LARGER THAN 11'-0". (a) CURTAIN SHALL START W/ #1 SLATS AT TOP, FOLLOWED BY #2, #3. ..... THEREAFTER ALL TH&AY: N0. 4416 DOWN. EACH SLAT # SHALL CONSIST OF FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE E ADDING SLATS DOWNWARD BELOW #1 SLAT SHALL BE CONTINUE UNTIL #10 SLAT IS INSTALLED:AFTFR #10 SLAT IS INSTALLED, ADDITIONAL #10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUi�FRO %, STATE OF HEIGHT. �, -:9, '. F o z N Q Z � � 0 N d N �� z� w ON 0__ J F m �w 7p to O O J XO :2w < Z 7C 0Lv aW I = Ld V) O v w w Q/8 (TYP•) R/8 or R'/8 or R' / or G1 or �( ® REAR V/9 ' ` (TYP.) BOX I I I I #1 I I SLATS I I #2 I I SLATS II I I #3 I SLATS II I I _ #4 I I SLATS II _ 5 I { SLATS I IL I I II I 1 #6 SLATS #7 SLATS R 8 , or R'/8 SLATS D II I I (Typ. Ea. END) I I #9 I IL II 4 SLATS II { 4 I I #10 I I 1 SLATS MAX. STORM BAR SPACING® W-1/10 OR W-2/11 OR g (SEE SHEET 22) 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 & WZ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. L/ i01 f17 /—s 9 _9_� LORN ••'-`��c`. (b) BOTTOM SLAT©MUST BE ALWAYS INSTALLED. i�i�Fc�,.C'�.;,. CGo1:`�E. SEAL/SIGNATURE/DATE 02020 TILTECO INC. /1111LIECO INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 3M. St, Ste. 305, MGM GARDENS, Fl. 3316E Phone : (305)871-7530 . Fax : (305)871-1531 e-mail: tilteco®aol.com CA-0006719 WALTER A. TILLR Jr. P.E. FLORIDA Lic. If 44167 FLORIDA BUILDING CODE (Non High Velocit; Nautilus Rolling Shutter System EXPERT SHUTTER SERVICES INC. 668 S.W. WHITMORE DRIVE PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-9056 , FAX: (772) 871-0990 . No DESCtAI.77DN DAIS REV. No E6CW DMM a � aED 77-zu ra/ a Hurricane Zor 7 DRAWN BY: M.P. ` O6/8/2020 I DATE 20-064 DRAWING No SHEET 5 of 26 5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT & 1"O.D.xO.060" GALV. STEEL WASHER ® 24" o.c. POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK WALL REQUIRED. EDGE 0� r OPENING EXISTING ' GLASS —� (BEYOND) I I II // SEE ANCHOR SCHEDULES ON SHEETS 16, 17 & 18 " I I Min. SEPARATION TO GLASS (SEE SCHEDULES, 1; ON SHEET 15) II � I I I I I I I I II II J II /J 11 j I� II II II 0/8 II II II POURED CONCRETE OR GROUT FILLED—, CONCRETE BLOCK " WALL REQUIRED „ u u I I 0/8 EDGE OF OPENING --- II 2 1/16" ! MIN. E.D / E 1 1/2"x1 1/2"xO.062"xCONT. ALUM. 5/16'0 TAPCONS XL W/ E ANGLE W/ 5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT ® 24" o.c. 2 1/4" Min. EMBEDMENT 24" o.c. WALL MOUNTING POURED 7 CONCRETE REQ'D EXISTING ii CLASS ---"I (BEYOND) u u u 11 II 11 u n u u SEE ANCHOR " SCHEDULES ON SHEETS 16, 17 & 18 Min. SEPARATION TO GLASS ;I (SEE SCHEDULES, ON SHEET 15) II II II 11 11 II II 11 II II 11 0/8 II 11 II II II POURED CONCRETE OR GROUT FILLED - CONCRETE BLOCK WALL REQUIRED. - 5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT & 1 "O.D.xO.060" GALV. STEEL WASHER 0 24" o.c. 0 v .-� W Ir l ��1�J = w 0—iM � wN O 1n �w EXTERIOR Q w 0 1I _�.. :2 1 W pllim POURED CONCRETE (f'c=3 ksi Min.) REQ'D. FLOOR/CEILING / TRAPPED MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING POUM~ NSe' CONCRETE OR GROUT FILLED CELL CON ET � 4416 -� BLOCK BUILDINGS SCALE: 3/16" = 1" s -o', STATE OF E. SEAL/SIGNATURE/DATE 0100111111116E400 1 "x1 "x1 /8" OR 2"x2"x1 /8" ALUMINUM TUBE 5/16"0 TAPCONS XL W 2 1/4" Min. EMBEDMENT 0 24" o.c. 1" I i I I I POURED CONCRETE OR GROUT FILLED —� CONCRETE BLOCK WALL REQUIRED. EDGE 0J OPENING EXISTING ii GLASS (BEYOND) u u II II II SEE ANCHOR 71 SCHEDULES ON 111 SHEETS 16, 17 & 18 Min. SEPARATION TO GLASS (SEE SCHEDULES, — ON SHEET 15) 11 It E . E1-;t OR E3 II II II II 11 11 0/8 II II POURED CONCRETEi' OR GROUT FILLED CONCRETE BLOCK u WALL REQUIRED. rr u u EDGE OF u OPENING —I I 1 I 1 1 I I I I I i I 1 1 I I I I I I I I I t IR I I I I I I � I I I I � I I I 1/4"Ox3/4" ITW BUILDEX TEK SCREWS W/ 1" O.D.xO.060" GALVANIZED STEEL / WASHER 0 24' o.c. MID 0 W yrj = W of_ wN � o �w EXTERIOR w M � 6) 0/8 Q I I 2 1/1s" ' MIN. E.D 1" 2"x4"x0.062"xCONT. 1" ALUM. ANGLE 5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT ® 24" o.c. BUILD -OUT MOUNTING FLORIDA BUILDING CODE (Non High Velocit; ® 2020 TILTECO INC. Nautilus Rolling Shutter System TILLIT TESTING & ENGINEERING COMPANY Zf'T1` � GI CO EXPERT SHUTTER SERVICES INC. 6355 N.W. 36th. St., Ste. 305. MRGINIA GARDENS, n. 33166 668 S.W. WHITMORE DRIVE Phone : (305)871-1530 . Fox : (305)871-1531 PORT ST. LUCIE, FL 34984 e—mail:—0006719.cOm PHONE: (800) 749-9056 , FAX: (772) 871-0990 CA-0006719 WALTER A. TILLIT Jr. P.E. Kv• He DESM"M I DATE IM.W1 DESMMKIN 1 o FLORIDA Lic. # 44167 1 OLD 17—zu pa/e/Mq a Hurricane Zone) DRAWN BY: M.P. 06/8/2020 DATE 20-064 DRAWING No SHEET 5 OF 26 EXISTING WOOD —TRUSSES OR RAFTER. (2) 2"x4" OR 2"x6" CONTr WOOD HEADEI REQUIRED EDGE w (2) 2"x4" OR _ (2) 2"x6" CONT. WOOD 3 STUD ® 16" O.C. MAX. a REQUIRED. M (SEE SHEET 0 20) I 0/8 EDGE a" OPENING 2"x4" OR 2"x6L 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 & 1"O.D.x0.060" GALV. STEEL WASHER ® 24" ox. 2 1/2" Min. PENETRATION & 1"O.D.xO.060" GALV. _EXISTING WOOD TRUSSES OR RAFTER STEEL WASHER ® 24" ox. 5/16"0 TAPCONS XL tv e W cn W I� O W Min. w SEPARATON cwn TO GLASS I (SEE SCHEDULE ON = I SHEET 20) w x -SEE ANCHORS Of w I r SCHEDULE ON SHEET 21 = I 0/8 j_1 1 /2"xt 1 /2'xO.062" XxCONT. ALUM. ANGLE 5/16"0 TAPCONS XL W/ 2 1/2" Min. PENETRATION WALL® 24" ox. FINISH EXISTING WOOD DECK OR I CONCRETE SLAB I REQUIRED. WALL MOUNTING J 3 1§ (2) 2"x4" OR 2"x6' CONT� WOOD HEADER REQUIRED EDGE EXISTING w GLASS I (BEYOND) 1 ' in O c.. DRERIOR w 1 w w Min. SEPARATION TO GLASS = (SEE SCHEDULE ON w SHEET 20) _ w (2) 2'x4' OR _SEE ANCHORS (2) 2'x6" 1 SCHEDULE CONT. WOOD ON SHEET 21 v) STUD ® 16" 1 1 X O.C. MAX. I D < REQUIRED. 1 (SEE SHEET 1 , 20) 0/8 0/8 2"x4" OR 2"x6= p CONT. WOOD BOTTOM PLATE REQUIRED (SEE SHEET 20) WALL MOUNTING _ FINISH EXISTING WOOD DECK OR CONCRETE SLAB REQUIRED.--I W/ 2 1/2" Min. PENETRATION ® 24" o.c. EXISTING WOOD TRUSSES OR RAFTER 1"x1'x1/8" OR 2"x2"x1 8" ALUMINUM TUBE EXISTING WOOD TRUSSES OR RAFTER 1 /4"0x3/4" ITW BUILDEX 1 "x1 "x1 /8" OR I BUILDEX TEK SCREWS W/ 2"x2"x1/8" Ir TEK" SCREWS W 1" O.D.x0.060" GALVANIZED ALUMINUM TUBE 1" O.D.x0.060" GALVANIZED STEEL WASHER @ 24" ox. STEEL WASHER ® 24" o.c. 5/16"0 TAPCONS XL W/ 2 1/2" Min. PENETRATION ® 24" o.c. :2) 2"x4" OR ?' x6" CONT. NOOD HEADER REQUIRED NF — W EDGE OF I _ in OPENING 1 z D 0 EXISTING G I: arm= o (BEYOND) 1 1 I _ N ®OR 3 1 tiJ w w (2) 2"x4" OR Min. 2"x6" CONT.--,,SEPARATION = WOOD STUD TO GLASS - ® 16" O.C. I (SEE SCHEDULE ON MAX REQUIRED SHEET 20) x Qf_ < (SEE SHEET 20) k oI T .1 Q I In `° 0/8 } 0/8 jj p I SEE ANCHORS EDGE OF I ONHEDULE SHEET 21 OPENING G ` , r* If t I L 2"x4"xO.062'xCONT. E.Q. ALUM. ANGLE 5/16"0 TAPCONS XL W/ 2 1/2" Min. PENETRATION 2"x4" OR 2"x6" WALL FINISH ® 24" o.c. CONT. WOOD EXISTING WOOD BOTTOM PLATE 14 DECK OR REQUIRED II NE SLAB (SEE SHEET 20) JrO REQUIRED. BUILD-OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS N.T.S. iti�. 10 ' �LL. 72 SAP ��CENS No. 4416 * :A s -off•, STATE OF SEAL/SIGNATURE/DATE (2) 2"x4" OR 2'x6" CONT.— WOOD HEADER REQUIRED EDGE OPENIN EXISTI GLASS (BEYO 12- ® OR 2 c� _ (2) 2%4" OR J 2"x6" CONT. WOOD STUD 3 ® 16- O.C. MAX REQUIRE 3 I �I I I �r \ I I N N ` r I OF I I I G i I M z ;I 0 _7 NG .I DRERIDR o ND)Uj h x 1 I A I w W Min. SEPARATIONTO GLASS = 1 (SEE SCHEDULE ON w D SHEET 20) _ (SEE SHEET 20) I = o I vi I tSEE L FINISH p ANCHORS DULE HEET 21 0/8 82"x4" OR 2"x6"•EXISTING WOOD CONT. WOODDECK OR BOTTOM PLATE CONCRETE SLAB REQUIRED REQUIRED. - LL 20) - ED( ® 2020 TILTECO INC. FILIECO INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, F1. 33161 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tiltecooaol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 BUILD -OUT MOUNTING FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone Na u tilu r DRAWN BY: 5 M.P. Rolling Shutter System 06/8/2020 DATE EXPERT SHUTTER SERVICES INC. 668 S.W. WHITMORE DRIVE 20-064 PORT ST. LUCIE, FL. 34984 DRAWING Na PHONE: (800) 749-9056 FAX: (772) 871-0990 N. DE6DRIPTION 1 DATE Nev. No I DESCNIMN DATE e Dto 17-244 0/6/202 t 1 T I 5HEET 7 OF 26 (SEE SHEET 20) I = o I vi I tSEE L FINISH p ANCHORS DULE HEET 21 0/8 82"x4" OR 2"x6"•EXISTING WOOD CONT. WOODDECK OR BOTTOM PLATE CONCRETE SLAB REQUIRED REQUIRED. - LL 20) - ED( ® 2020 TILTECO INC. FILIECO INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, F1. 33161 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tiltecooaol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 BUILD -OUT MOUNTING FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone Na u tilu r DRAWN BY: 5 M.P. Rolling Shutter System 06/8/2020 DATE EXPERT SHUTTER SERVICES INC. 668 S.W. WHITMORE DRIVE 20-064 PORT ST. LUCIE, FL. 34984 DRAWING Na PHONE: (800) 749-9056 FAX: (772) 871-0990 N. DE6DRIPTION 1 DATE Nev. No I DESCNIMN DATE e Dto 17-244 0/6/202 t 1 T I 5HEET 7 OF 26 ® 2020 TILTECO INC. FILIECO INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, F1. 33161 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tiltecooaol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 BUILD -OUT MOUNTING FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone Na u tilu r DRAWN BY: 5 M.P. Rolling Shutter System 06/8/2020 DATE EXPERT SHUTTER SERVICES INC. 668 S.W. WHITMORE DRIVE 20-064 PORT ST. LUCIE, FL. 34984 DRAWING Na PHONE: (800) 749-9056 FAX: (772) 871-0990 N. DE6DRIPTION 1 DATE Nev. No I DESCNIMN DATE e Dto 17-244 0/6/202 t 1 T I 5HEET 7 OF 26 ''in. E.D. POURED OR J CONCRETE OR (SEE SCHEDULES ON GROUT FILLED. SHEETS 17 & 18) BLOCK CONCRETE POURED CONCRET OR GROUT FILLED CONCRETE BLOCK .- 2.750" -��ORv (SEE SCHEDULES ON SHEETS 17 & 18) L/ * 0 4" o.c. 0OR( , (SEE SCHEDULES ON SHEETS 17 & 18) ( OR �wfin. E.D.-- POURED CONCRETE OR GROUT FILLED — CONCRETE BLOCK 0 ORQ-, (SEE SCHEDULES ON SHEETS 17 & 18) Min. E.D POURED CONCRETE OR GROUT FILLED — CONCRETE BLOCK /C'�1no1C21 —2• 2" 2" OR 1" OR 1/8" SUP 1 2", 1/4' D 0 4" o.c. / OR 1 /8" SLIP OR1 /8, /SLIP ®4" O.C. 1 /2" 1/4" �� FLUSH MOUNT WALL \\\ OR 1/8" SLIP i�U�l TRAPPED MOUNT BUILD —OUT MOUNT BUILD —OUT MOUNT SECTIONS 0-0 PLAN INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SCALE: 1/4' = 1 " oG1 F GH 1/8- SLIP OR 1/8" SUP I-' SECTION Q—Q (PLAN). ORIENTATION #1 WALL MOUNT END MULLION LC. SECTION — PLAN ORIENTATION #2 WALL MOUNT END MULLION (2) 2"x4" OR 2"x6" STUDS (SEE SHEET 20) EQ' Q' (SEE SCHEDULE ON SHEET 21) MIN. 1 /2" PLYWOOD-1 0 4" o.c. OR 1/8" SLIP OR 1/8" SUP D OR 1/8" SLIP OR 1/8" SLIP( SECTION R—R PLAN ORIENTATIONS #1 & #2 WALL MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G. G1. G2 SCALE: 1/4• = 1" (2) 2"x4" OR 2"x6" STUDS EQ.Q (SEE SHEET 20)(SEE SCHEDULE ON SHEET 21) * ALTERNATIVELY TO HO , A MIN. 1 /2" 1 /4" 0-20x3/4" S.S. M.S. PLYWOOD W/ NUT MAY BE USED FOR THIS CONNECTION E2 DR E3 A * 1.750" z.250" 2" OR 1" O OR/2/81 /SLIP I � j' - 0 4" o.c. 1/2", 1/4 rlll'1j111��y U OR 1 /8" SLIP FLUSH MOUNT (WALLS`, INST BUILD—UVIl MOUNT ; S• \,\ 0, SECTIONS 0'-0�LAN� = No.4416 LATION DETAILS INTO EXISTING WOOD BUILD • S STATE OF SCALE: 1/4" = 1" �si� �•• ' FLOR10I• i�t tfin • • .... , SECTION R'—R' PLAN ORIENTATION #2 A� TRAPPED MOUNT INTERIOR MULLION K 5" --A SECTION W f STORM BARS SECTION P—P (PLAN) 1/2", 1/4" OR 1/8•• SLIP SCALE: 3/16" = 1" SECTION O'—Q' (PLAN ORIENTATION #1 WALL MOUNT END MULLION 8?_1. 0 4" o.c.. 1/2" 1/4" 1/2", 1Z4" p OR 1/8" SUP OR 1/8" SLIP (} SECTION PLAN ORIENTATION #2 WALL MOUNT END do INTERIOR MULLION ® 2020 TILTECO INC. F ME �CO S TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. :( 5) 1— 305, VFax;A GARDENS, 5 33166 Phone (J05J871-1530 . Fax (305)871 —1531 e-mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. # 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Na Sri ti us Rolling Shutter System DR M P. BY: 06/8/2020 DATE EXPERT SHUTTER SERVICES INC. 668 S.W. WHITMORE DRIVE PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-9056 FAX: (772) 871-0990 20-064 DRAWING No . N. DESClgPTMN DAIS REV. N. 9ESUNMON MTE SHEET $ OF 26 I OlD 17-2M raf=x ♦ 4 1/2" Min. E.[ _3" Min. E.D.— Min. E.D.--- 3 1/8" Min. E. EDGE OF SLAB IF APPLICABLE POURED POURED CONCRETE (f'c=3 Ksi) 5" min. THICK REQUIRED Zit N a� Nw m 0 z :E0 aw 0J 0 �w � U 2Uj 1 " Min. FOR it WIND ZONE 1-3 t II II n 2" Min. FOR II WIND ZONE --i 4 11 2" 1 0 3" 1/2" Min. E.D. FOR 3/8"0 CALK -IN ANCHORS 3" Min. E.D FOR 1/4"0 SOLID -SET ANCHORS " Min. E.D. FOR 3/8'0 KWIK BOLT TZ EXPANSION ANCHORS 3 1/8" Min. E.D.--FOR 5/16"0 TAPCON XL ANCHORS 5/16"0 TAPCONS XL W/ EDGE OF SLAB I AF P LP CABLE 2 1/4" Min. EMBEDMENT f f i f & 1"O.D.xO.060" GALV. STEEL WASHER @ 24' o.c. II11 1 II Min. � SEPARATION TO � GLASS II(SEE SCHEDULES ONI 11 SHEETS 15 & 16) I II I II I I II I I EXISTING --�� GLASS II I II `v °__ s I- (TYP TOP/BOTTOM)] I II II II II EDGE OF SLABS POURED CONCRETE IF APPLICABLE (f'c=3 ksi) 5 min. THICK REQ'D ! - 1/2" Min. E.D.— I" Min. E.D. 4" Min. E.D. 3 1/8" Min. E.D3" 5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT & 1 "O.D.0.060" GALV. STEEL WASHER 24" o.c. BOX 4" Min. POURED CONCRETE (f'c=3 Ksi) 5" min. THICK REQUIRED t SEE STEP 3 ON SHEET 14 FOR SPECIAL TREATMENT FOR WIND ZONES 1 THRU 3 z N d �w m z M0 aw 0J q �0 �w EXTERIOR X V) < W . - CD) v BEYOND V s (Typ. TOP/BOTTOM) M 1 " Min. FOR II WIND ZONE 1-3 t I II II II 2" Min. FOR WIND ZONE -mil 4 u 0. it 11 Min. SEPARATION TO GLASS �i(SEE SCHEDULES ON II EXISTING SHEETS 15 & 16) —71 GLASS II11 V II II s1 u (Typ. TOP/BoTTOM) II I I I I II u / 2 1/16 /MIN E L 4" Min. ED POURED CONCRETES F (f'c=3 ksi) 5" min. THICK REQUIRED 5/16"0 TAPCONS XL W/- 2 1/4" Min. EMBEDMENT 0 24" o.c. EDGE OF sLAn WALL MOUNTING IF APPLICABLE 1/2" Min. E.D. 3/8"0 CALK -IN ANCHORS -3" Min. E.D: --II�—FOR 1/4"0 SOLID -SET ANCHORS `�.�Q'. •• ��ENS •' .�� 4" Min. E.D.(--FOR 3/8"0 KWIK BOLT TZ EXPANSIOt�ANCHpRS 1/8" Min. E.D��---FOR 5/16"0 TAPCON XL ANCH0j5 : No. 44167 FLOOR TO CEILING / TRAPPED AND WALL MOUNTING: STORM BAR O SECTIONS V SCALE: 3/16" = 1" i -ate, STATE OF :4 (4) 3/8"0 CALK -IN ANCHORS OR (4) 1 /4"0 SOLID -SET ANCHORS OR (4) 3/8"0 KINK BOLT TZ EXPANSION ANCHORS OR (4) 5/16"0 TAPCON XL ANCHORS- 1 1" (4) ANCHORS* PER STORM BAR CONNECTION, SEE TABLE 2 ON SHEET 23 (Typ. TOP & BOTTOM) EXTERIOR 2"x2"x1/8"xO'-5" (6063-T6 ALLOY) ALUMINUM ANGLE EA. SIDE W/ (2) 1/4"0-14x3/4" ITW BUILDEX TEK SCREWS TO STORM BAR 5" (Typ. TOP & BOTTOM) SECTION S - S BOX fiw aQ MACHINE SCREW FULLY a ' EMBEDDED INTO ANCHOR a ANCHOR a' a n a DETAIL A �c 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). —OD BEYOND (2) 3/8"0 CALK -IN ANCHORS OR (2) 1 /4"0 SOLID -SET ANCHORS OR 1 jay J (2) 3/8"0 KWIK BOLT TZ EXPANSION ANCHORS OR 1" �� (2) 5/16"0 TAPCON XL ANCHORS 1" V s1 (TYP. TOP/BOTTOM) I-1 1/2"x1 1/2"xO.062"xCONT. ALUM. E ANGLE W/ 5/16"0 TAPCONS XL W/ T 2 1/4" Min. EMBEDMENT ® 24" o.c. E. SEAL/SIGNATURE/DATE 02020 TILTECO INC. IL ECO�N�. TILLIT TESTING do ENGINEERING COMPANY 6355 N.W. 36th. SL, Ste. 305, VIRGINIA GARDENS, FI. 3316( Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco®aol.com CA-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" 1 K) EXTERIOR 2"x2"x1/8"xO'-5" (6063-T6 ALLOY) ALUMINUM ANGLE EA. SIDE W/ (2) 1/4"0-14x3/4" ITW BUILDEX TEK 5„ SCREWS TO STORM BAR QK (Typ. TOP & BOTTOM) SECTION S1 - S1 FLORIDA BUILDING CODE (Non High Velocit; Na u tiIus Rolling Shatter System EXPERT SHUTTER SERVICES INC. 668 S.W. WHITMORE DRIVE PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-9056 , FAX: (772) 371-0990 .No D=NffaN tay. Me I va mrtmM 0 1 OLD 17-244 Icjb/2=1 I Hurricane Zone DRAWN BY: M.P. 06/8/2020 DATE 20-064 DRAWING No SHEET 9 OF 26 MR -9" Min. E.D. Min. E.D.�I- IOR (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 Min. E.D Min. E.D.— Min. E.D. EDGE OF SLAB IF APPLICABLE POURED CONCRETE II (f'c = 3 ksi Min.) - II 3" 8" Min. THICK REQ'D. II w o_ z co ON J LO U N z� N Lr-w o= zz QO o_ w 1n J z:D O 0w J = �U) w �w X Q EDGE OF IF APPL C 1 , 3"x3"x1/2"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 EXPANSION ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) f i EXTERIOR 6" 1 1/2' 1 1/2" SECTION X1 (END & INTERIOR MULLION) (W/ ORIENTATION # 1 (6"x4") 4" 3"x3"x 1 /2"x0'-4" 2"— (6061-T6 ALLOY) Alum. ANGLE EA. SIDE W/ (2) 3/4"0 THRU BOLTS 3" TO MULLION G1 & (1) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) �Illmff : ' '•' 1 1/2" 1 1/2" 1 1/2" 3"x3"x 1 /2"xO'-6" (6061-T6 ALLOY) Alum. ANGLE EA. SIDE W/ (2) 3/4"0 Tl,RU BOLTS TO MULLION (GJ& (1) 3/4"0 KWIK BOLT Z EXPANSION ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) 3" 1 1/2" 3" 4" EXTERIOR 1 1/2' 1/2' ALTERNATIVE SECTION X1-X1 W/ A * END & INTERIOR MULLION W ORIENTATION # 2 (4„x6") 1 1/2" 1 1/2" I - �-5„—�'r= i 4" EXTERIOR 1 1/2' 1 1/2" � 3" 'G1- --- I I 4" EXTERIOR I I 1 1/2" 1 1/2- 3"x3"x1/2"xO'-8" (6061-TT6'i 6 ALLOY) /3-x3"x1/2"xO'-8" (6061-T6 ALLOY) Alum. ANGLE EA. SIDE W/ (2) 3/4"0 Alum. ANGLE EA. SIDE 5N/ (2) 3/4"0 THRU BOLTS TO MULLION 0 & (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 Xi -xi W/ Ij ORIENTATION 2 FOR (2) 3/4 0 KWIK BOLT TZ EXPANSION -- - - (4»x8») ANCHORS 0 INTERIOR MULLION (ORIENTATION #2). * SIDE RAIL & AND BOX NOT SHOWN FOR CLARITY FOR I,1) 3/40 KWIK BOLT TZ EXPAIN M ANCHORS ® END AND INTERIOR (a19'r �4 ©& (ORIENTATION #1 &,,END MULLION © (ORIENTAT2"•' ..:.. ENS FLOOR TO CEILING / TRAPPED MOUNTING: MULLIONS & OR SECTIONS W-1 No. 441 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * STATE O SCALE: 1/8" = 1' %,�. /c'(ORO 'Al • 1 1/2' 1 1/2" 2.. -2„ SECTION_ X1-X1 W/ GG FPOURED CONCRETE (f'c = 3 ksi Min.) (END & INTERIOR MULLION] / 8" Min. THICK REQ'D. (W/ ORIENTATION # 1 ] ( EDGE OF SLAB (8"X4") IF APPLICABLE 0 2020 TILTECO INC. I UE C O imp. TILLIT TESTING 8: ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS. Fl. 33161 Phone : (30.5) . Faz :.com 71-1531 ail: tilt e-mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone DRAWN BY: Na u tilus M.P. Rolling Shutter Systern 06/8/2020 EXPERT SHUTTER SERVICES INC. DATE 668 S.W. WHITMORE DRIVF. 20-064 PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-9056 , FAX: (772) 871-0990 DRAWING No . No DESLTtlP11oN I DATE I REV. No I DESCPoPi1oN DALE OLD 17-2u IN/20 4 SHEET 10 Of 26 IIM Min. E.D. (SEE SCHEDULE #1 EDGE OF SLAB IF APPLICABLE�I II 13" II LU u II "` II II II II II EXISTING 'I a- � GLASS III 1„ II Min. O II �N II II Nt5 II Z= II N� II z II F 0 II a � � r II II Z J O II Q/8 or w Z = O _ R/8 or II En w R'/8 �v II II � � II It � n X1 (TYP. TOP/BOTTOM) II II II II II II II EDGE OF SLAB I Min. E.D. u IF APPLICABLE (SEE SCHEDULE #1)� Min. E.D. (4) ANCHORS (SEE SCHEDULE #1)-] (SEE SCHEDULE #1. EDGE OF SLAB IF APPLICABLE \ I\ LPOURED CONCRETE 3"x3"x1/4"xO'-8" (f'c = 3 ksi Min.), (6061-T6 ALLOY) SEE SCHEDULE #1. Alum. ANGLE EA. SIDE W/ (2) 1 /2"0 THRU BOLTS TO MULLION GO --- G@ 0 R G 1 Q/8 or R/8 or R'/8 X1 (TYP. TOP/BOTTOM) I Min. E.D. (SEE SCHEDULE #1H POURED CONCRETE (f'c = 3 ksi Min.), SEE SCHEDULE #1. FLOOR TO CEILING ! TRAPPED MOUNTING: MULLIONS g OR G 1 SECTIONS W 1 3"x3"x 1 /2"xO'-4" r-2"- (6061-T6 ALLOY) Alum. ANGLE EA. SIDE W/ (2) 1/2', O. THRU BOLTS TO MULLION ©1 EXTERIOR .2" G 1 2" " ALTERNATIVE SECTION X1-X1 W/ (Nbj'*ill I Ill i , T (4"x6" INTERIOR MULLION ONLY W/ ORIENTATION # 2) '� 1 1/2" (2) ANCHORS - - 2" - 2" 3"x3"x1/4"xO'-8" 1 f' 6"�'1 1 � (SEE SCHEDULE #2) — (6061-T6 ALLOY) 7 ALTERNATIVE SECTION X1-X1 WI G1 Alum. ANGLE EA. SIDE BOLTS TO MULLION 3 (4"x8" INTERIOR AND END MULLION W/ ORIENTATION # 1) BOMUG1 — I I i I G 1 i i 4' I I — I—ov I I LE #1)' 8" �- SEE MAXIMUM©(INTERIOR) & G1 (END & INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 1b' FOR INSTALLATION CASES I, Ia & A ON SHEET 25. (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): Ir6M ATION OkSE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH t60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. SEE SCHEDULES #1 & #2 FOR ADDITIONAL SPECS. INSTALUUION OISE le - RESIDENTIAL AND COMMERCIAL APPLICATION W/ ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, B'-O" MAXIMUM MULLION SPACING. SEE SCHEDULES #1 & #2 FOR ADDITIONAL SPECS. INSIALL4101 GISE II - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING. SEE SCHEDULES #1 & #2 FOR ADDITIONAL SPECS. (4) ANCHORS (SEE SCHEDU I 1 1/2' 1 1/2" * ALTERNATIVE SECTION XI -Xi W/ G1 F(Zx_8_"INTERIOR MULLION ONLY W/ ORIENTATION # )) 3"x3"xI/4"x0'-8" (6061-T6 ALLOY) Ali ANGLE EA. SIDE W/ 1/2"0 THRU BOLTS MULLION G1 'EDGE OF SLAB IF APPLICABLE (4) ANCHORS (SEE SCHEDUL 1" + } 6" 8" EXTERIOR 1' 1 1/2"- l �--4"1 s 3"- ALTERNATIVE SECTION X1-X1 W/ (GI (4"x8" INTERIOR AND END MULLION ONLY W/ ORIENTATION # 1) I{ {{11.1. Q END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ,,.°°���c" • 9:... <<� J APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING II AGo ' SCALE: 1/8" = 1" = No. 44167 * SIDE RAIL & AND BOX NOT STATE OF SHOWN FOR CLARITY ' -o'• %i��i�i. F(o�♦<QF", . SEAL/SIGNATURE/DATE SCHEDULE #1 INSTALLATION MIN. SLAB THICKNESS ANCHOR TYPE & SIZE (TYP. TOP & BOTTOM) MIN. ANCHOR MIN. EDGE DISTANCE FOR CASES REQ'D. EMBEDMENT ANCHOR 3/8"0 HILTI INC HUS-H SCREW & 3/8"0 POWER FASTENER WEDGE -BOLT ANCHOR FOR©& © (INTERIOR) MULLIONS 2 1/2" 5 1/2" W/ ORIENTATION #2. I 4" 1/2"0 HILTI INC HUS-H SCREW & 1/2"0 POWER FASTENER WEDGE- BOLT ANCHOR FOR ® (END & INTERIOR) MULLION 3' 6" W/ ORIENTATION #1. 1/2"0 HILTI INC KWIK BOLT TZ ONLY FOR©& ® INTERIOR MULLIONS W/ ORIENTATION #2) & ® (END MULLION W/ 2 1/2" 5 1/2" ORIENTATION #1). L 4" — 1 /2"0 HILTI INC HUS-H SCREW & 1 /2"0 POWER FASTENER WEDGE- BOLT ANCHOR FOR G & ® (END OR INTERIOR 3' 6" MULLION) W/ ORIENTATIONS #1 OR #2. 1 /2"0 HILTI INC KWIK BOLT TZ ONLY FOR G & a INTERIOR MUWONS W/ ORIENTATION #2) & ® (END MULLION W/ 3 1/4" 7 1/2" ORIENTATION #1). II 6" 1/2.0 HILTI INC HUS-H SCREW OR 1/2"0 POWER FASTENER WEDGE- BOLT ANCHOR SEE • NOTE ON SCHEDULE 1b' ON 3" 6, SHEET 25. VALID FOR END & INTERIOR MULLIONS ©& W/ ORIENTATIONS #1 OR #2. SCHEDULE 12 INSTALLATION MIN. SLAB THICKNESS ANCHOR TYPE & SIZE (TYP. TOP & BOTTOM) MIN. ANCHOR MIN. EDGE DISTANCE FOR CASES REQ'D. EMBEDMENT ANCHOR >G 1[a At II 4' 5/8"0 HILTI INC HUS-H SCREW & 5/8"0 POWER FASTENER 2 1/2" 7 1/2" WEDGE -BOLT ANCHOR. 0 2020 TILTECO INC. "ILIE C O INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS. A, 33161 Phone : (305)571-1530 . Fax : (305)871-1531 e-mail: tilteco®aol.com CA-0006719 WALTER A. TILUT Jr. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon Nautilus DRAWN BY: M.P. Rolling Shutter System 06/8/2020 DATE EXPERT SHUTTER SERVICES INC. 668 S.W. WHITMORE DRIVE 20-064 PORT ST. LUCIE, FL. 34984 DRAWING Na PHONE: (800) 749-9056 , FAX: (772) 871-0990 . No DES=FnCN I DATE I REV. x" I OESCRIM DATE OLD 17-24s SHEET 1 OA OF 26 /ONA\- $111fillilk EDGE IF APPLICABLE 7 3/4" MIN. E.D. 2 1/6" Min. E.D � f CONTINUOUS POURED 7 CONCRETE (f'c = 3 ksi Min.) w 8" Min. THICK REQ'D. w 7 3/4„ Min. E.D. z o O N 3Ln DOOR G1 f J Ln N Z d N �w O= w� ZZ a0 o_ w � J z� O� J 2 J O N w 2"xMULLION DEPTHx1/8" Cont. ALUM. TUBE (TOP & BOTTOM) W/ 5/16"0 TAPCONS XL W/ 2 1 /4" \ Min. EMBEDMENT® 24" o.c. Q/8 r R/8 or II R'/8 II a 1" EXISTING ��Min. GLASS ---"II u II I �� Min. E.D a 7 3/4" MIN. E.D. 7 7" CONTINUOUS POURED CONCRETE (f'c = 3 ksi Min.) 8" Min. THICK REQ'D. (TYP. TOP/BOTTOM) 7 3/4" MIN. E.D. EDGE IF APPLICABLE EQ. 41" 1/4"00/4" ITW BUILDER TEK SCREWS W/ 1" O.D.0.060" GALVANIZED STEEL WASHER 0 24" o.c. EDGE IF APPLICABLE 1 4. EDGE IF APPLICABLE 7 3/4" Min. E.D. 2„ 10 I 2„-r----1REQ'D. 7 3/4" Min. E.D. 2„ END CAP 2,• - POURED CONCRETE I (f'c = 3 ksi Min.) EXTERIOR POURED CONCR EQ• 8" Min. THICK REQ'D. (f'c = 3 ksi M 4" 1 8" Min. THICK I I EXTERIOR Q/8 or R/8 or R'/8 p (WALL MOUNTED SHOWN, MAY BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'—R' ON SHEET 8.) FL_1 1/2"x1 1/2"xO.062"xCONT. ALUM. ANGLE W/ 1 /4" Ox3/4" ITW BUILDEX TEK SCREWS 0 24" o.c. TO TUBE. j 1 1 /2" (TYP. TOP/BOTTOM) �— '` G@OR G1 7 3/4" Min. E.D. 2 1� 4 _ y "x4"x3/8" (6061-T6 ALLOY) Alum. ANGLE EA. SIDE. EDGE IF APPLICABLE SECTION X2-X2 W/ n OR Cdt* (END & INTERIOR MULLION (W/ ORIENTATION (6"x4" or 8"x4") 4"x4"x3/8"x0'-10"(6061-T6 ALLOY) Alum. ANGLE Fla. SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION & (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR W/ 5" Min. EMBEDMENT TO POURED CONCRET'#Njl�li4i�11 WALL. (TYP. TOP & BOTTOM). \a�° `�.,. •'�•/C /T ��i `l��P' ��C ENs •`��'' WALL MOUNTING: MULLIONS n OR (U$ •' POURED CONCRETE WALL - No. 4416 SECTION W 2 _c END & INTERIOR WALL MOUNTED MULLION INSTALLATION STATE OF F� SCALE: 1 /8" = 1 " Asa, �iC` ' 0 R \ a 7 3/4" Min. E.D�-J I _ EDGE IF APPLICABLE 1 J 11. LQOR G 1 4"x4%3/8" (6061-T6 ALLOY) Alum. ANGLE EA. SIDE. ALTERNATIVE SECTION X2-X2 W/ n OR (G-1* (END & INTERIOR MULLION) (W/ ORIENTATION # 2) (4"x6" or 4"x8") * SIDE RAILED NOT SHOWN FOR CLARITY 02020 TILTECO INC. "T -LTrE C O INC. A TILLIT TESTING & ENGINEERING COMPANY f/ 6355 N.W. 36th. St., Ste. 305. VIRGINIA GARDENS. Fl. 33166 / Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Na u tiius DRAWN 6Y: M.P. Rolling Shutter System 06/8/2020 EXPERT SHUTTER SERVICES INC. DATE 668 S.W. WHITMORE DRIVE 20-064 PORT ST. LUCIE, FL. 34984 DRAWING No PHONE: (800) 749-9056 , FAX: (772) 871-0990 . N. DESCRIPf1011 DATE REV. No DlSCPoPDON DATE 1 otn IT-z4a / 4 SHEET 11 OF 26 liIII11% EDGE IF APPLICABLE 1 \\\ _. 2 1I/2\ 7 1/2" Min. E.D MIN. E.D. 1 1/4" 3 1/2" 1 1/4" 7 1/2" CONTINUOUS POURED -,--' w o_ Min. E.D. CONCRETE (f'c = 3 ksi Min.) 6" Min. THICKNESS z REQ'D. o LO J N � o n 0 o N Q/8 or w Q� R/8 or V) w R'/8 II II z = O -- — En LLJ I� 1„ : EXISTING jj~Min. � GLASS I'll I 2 1/2" \ \N. Min. E.D 7 1/2" MIN., E.D. ® 3 1/2" X2 '. TOP/BOTTOM) 1 1/4" 7 1/2" CO TINUOUS POURED MIN. E.D. CONCRETE (f'c = 3 sfc `- {� Min.) 6" Min. THICKNES \ -,\REQ'D.� EDGE IF APPLICABLE WALL MOUNTING: MULLIONS G OR G POURED CONCRETE WALL QGCTIrIAI 1AL'3 OEND & INTERIOR WALL MOUNTED MULLION INSTALLATION APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING SCALE: 1 /8" = 1 11 2"xMULLION DEPTHx1/8" Cont. ALUM. TUBE (TOP & BOTTOM) W/ 5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT 0 24" o.c. EQ 4 END CAP @OR G1 EXTERIOR Q/8- or R/8 or R'/8 1/4"Ox3/4" ITW BUILDEX TEK SCREWS W/ 1" O.D.0.060" GALVANIZED STEEL WASHER 0 24" o.c. EDGE IF APPLICABLE —1 — j 7 1/2" Min. E.D.T- u 2" 2" POURED CONCRETE (f'c = 3 ksi Min.) 6" Min. THICKNESS ` REQ'D. 2" 7 1/2" Min. E. EDGE IF APPLICABLE -Z 2„ 4" EXTERIOR E OR @ 4"x4"x 1 /4" (6061-T6 ALLOY) Alum. ANGLE EA. SIDE. ALTERNATIVE SECTION X2-X2 W/ G OR G INTERIOR MULLION) _W: ORIENTATION # (4"x6" or 4"x8") -.., (WALL MOUNTED SHOWN, MAY D)BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'-R' ON SHEET 8.) j 1 1 /2"x 1 1 /2"xO.062"xCONT. ALUM. ANGLE W/ 1 /4" Ox3/4" ITW BUILDEX TEK SCREWS @ 24" ox. TO TUBE. 1 1/4" 3 1/2"6" X2 1 1/4" (TYP. TOP/BOTTOM) _4"x4"x1/4"x0'-6"(6061-T6 ALLOY) Alum. ANGLE EQ -•- EQ - EA. SIDE W/ (2) 1/2"0 THRU BOLTS TO MULLION & (2) 1 /2" 0 KWIK BOLT TZ EXPANSION ANCHOR W/ 3 1/4" Min. EMBEDMENT TO POURED CONCRETE WALL. (TYP. TOP & BOTTOM). 11f 11ti1i.' \C ENs�, No. 44167 STATF nF EDGE IF APPLICABLE 7 1/2" Min. E.D. 24„ POURED CONCRETE (f'c = 3 ksi Min.) 6" Min. THICKNESS R EQ' D. I 2" F_ 7 1/2" Min. E.D. 4"x4"x1/4" (6061-T6 ALLOY) Alum. ANGLE EA. SIDE. EDGE IF APPLICABLE J ALTERNATIVE SECTION X2-X2 W/ G'* END & INTERIOR MULLIONS) (W/ ORIENTATION # 1) (8"x4") ESE MAXIMUM ©(INTERIOR) & G1 (END & INTERIOR) WALL MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & II' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLAnON CASE I' - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INSTALLATION CASE H' - COMMERCIAL APPLICATION FOR f 100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. * SIDE RAIL OD NOT SHOWN FOR CLARITY FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 9" Min. E.D. " Min. E.D. OR (1) 3/4"0 KWIK BOLT EXPANSION ANCHORS ® END MULLION (ORIENTATIONS #1 & #2). FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION " Min. E.D. Min. E.D. ANCHORS ® INTERIOR MULLION (ORIENTATION #2). EDGE OF SLAB EDGE OF SLAB IF APPLICABLE I I I I 1 I I I IF APPLICABLE POURED CONCRETE (f'c = 3 ksi Min.) 3 8" Min. THICK REO'D. II II II II I II II I I II 1 EXISTING I GLASSa. II II 1 " MLr1 I II G2 0 N II n g ii I I EXTERIOR I I cn N II zN II i �t II o = Q,/8 II Q1/8 0 U) ao u - LO 1 Z� II o � II I J II I I 1J � V) II i w I X3 ii I X3 (TYP. TOP/BOTTOM)!` I (Typ. TOP/BOTTOM) II EEO. EQ. II II POURED CONCRETE II} (f'c = 3 ksi Min.) jj ram, r� r'I`� 1 " i" �8" Min. THICK REQ'D. EDGE OF SLAB ! I 1 1 l l l t (EDGE OF SLAB IF APPLICABLE IF APPLICABLE FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION " Min. E.D. Min. E.D. ANCHORS ® INTERIOR MULLION (ORIENTATION #2). " Min. E.D. -9" Min. E.D. FOR (1) 3/4"0 KWIK BOLT ANCHORS 0 END MULLION •,`A•• '• (ORIENTATIONS #1 & #2)`.1 P�, •.••' FLOOR TO CEILING / TRAPPED MOUNTING: MULLION G2 SECTION W-3 = No. 4416 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * ;moo • STATE"40R0� SCALE: 1 8" = 1 ° �.,� fib, • , C O R / in Ni A ��1/11111111111 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 EXPANSION ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) r . 1 1 /2" 1 1 /2" G2 2" 2" 11L: # f 3" 141, SECTION X3-X3 W/ (END MULLION ONLY (Wf ORIENTATION # 1) 1 1 (7%4") 3 1 /2"-�-3 1 /2" 7„- J, ' /3-.3"x1 /2"x0'-7" (6061-T6 ALLOY) /3-,3'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 ONYX (INTERIOR MULLION ONLY ALTERNATIVE SECTIONS X3-X3 W/ G * (W/ ORIENTATION # 2) (4,1x7„) * SIDE RAIL OD AND BOX NOT SHOWN FOR CLARITY. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zol 02020 TILTECO INC. Na u tilus DRAWN BY: M.P. Rolling Shutter System 06/8/2020 EXPERT SHUTTER SERVICES INC. DATE TILLIT TESTING & ENGINEERING COMPANY :/ E. SEAL/SIGNATURE/DATE 6355 N.W. 36th. St., Ste. 305, MRGINIA GARDENS, Fl. 33161 Phone: (305)871-1530 . Fax: (305)871-1531 e—mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 668 S.W. WHITMORE DRIVE PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-2056 , li (772) 871-0990 OESCRIP110N DAZE REV. No DFSCWPiION OLD 17—RI/ i1 20-064 DRAWING No SHEET 12 OF 26 Min. E.D. EDGE OF SLAB r`(SEE SCHEDULE #1 IF APPLICABLE w a z 0 �- 04 J N �w z= Z 11-- 0 Q J CL Nbi o z= 0 in J J W ON x Min. E.D. r`(SEE SCHEDULE #1)_1EDGE OF SLAB IF APPLICABLE i 3Iw V II 3"x3"x1/4"x0'-7" 1" 5„ 1" II " POURED CONCRETE (6061—T6 ALLOY) (f'c = 3 ksi Min.), Alum. ANGLE EA. SIDE II SEE SCHEDULE #1. W/ (2) 1/2"0 THRU 3„ II I BOLTS TO MULLION n n I Z ExISTING� EXTERIOR cv+ss II G3 1 1'/2" II 1" Min. I = I I G 3 vi 1 1'/2" II II EXTERIOR (4) ANCHORS I� I (SEE SCHEDULE #1) I I Q'�8 II Q'�8 ALTERNATIVE SECTION X3-X3 W/ (Wf ORIENTATION # 2) (2"x7" INTERIOR MULLION ONLY) * SIDE RAIL a AND BOX NOT SHOWN II I FOR CLARITY. ii X3 (TYP TOP/BOTTOM)II II II II n II II EDGE OF SLAB! IF APPLICABLE Min. E.D. (SEE SCHEDULE #1 X3 (TYP TOP/BOTTOM) 1 POURED CONCRETE f 3" (f'c = 3 ksi Min.), 1" 1 ' SEE SCHEDULE #1- EDGE OF SLAB jIF APPLICABLE Min. E.D. "(SEE SCHEDULE #1) FLOOR TO CEILING / TRAPPED MOUNTING: MULLIONS G3 SECTION W-3 EN Q INTERIOR TRAPPED MOUNTED MULLION INSTALLATION _ No. 4416 APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INFLATIONS SCALE: 1 /8" = 1" e •STATE OF n' SEE MAXIMUM Q (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 1 b' FOR INSTALLATION CASES I, Ia & II ON SHEET 25. (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION CASE I — RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. INSTALLATION CASE Ia — RESIDENTIAL AND COMMERCIAL APPLICATION W/ ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. INSTALLATION CASE II — COMMERCIAL APPLICATION FOR f 100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. SCHEDULE #1 MIN. SLAB MIN. EDGE INSTALLATION ANCHOR TYPE &SIZE MIN. ANCHOR ' THICKNESS DISTANCE FOR CASES REO'D. (TYP. TOP &BOTTOM) EMBEDMENT ANCHOR 3/8"0 HILTI INC HUS—H I 4" SCREW, 2 1/2" 5 1/2" 3/8"0 POWER FASTENER WEDGE— BOLT ANCHOR la 4. 1/2"0 HILTI INC KWIK 2 1/2" 5 1/2" BOLT TZ II 6" 1/2"0 HILTI INC KWIK 3 1/4" 7 1/2" BOLT TZ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) � /s F s s ' yfr �� SEAL/SIGNATURE/DATE 0 2020 TILTECO INC. IL E C O I N C. • Nautilus Rolling Shutter System DRAWN BY: M.P. 06/8/2020 DATE EXPERT SHUTTER SERVICES INC. 668 S.W. WHITMORE DRIVE PORT ST. LUGIE, FL. 34984 PHONE: (800) 749-9056 FAX: (772) 871-0990 TILLIT TESTING 8c ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, Fl. 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco®aol.com CA-0006719 WALTER A. TILUT Jr. P.E. FLORIDA Lic. # 44167 20-064 DRAWING No No o"*E �• No oEscMPna/ DATE SHEET 12A OF 26 1 01D 17-YM 11 ♦ z s ONAL `,`" %%%k fill 11111111111` EDGE IF APPLICABLE 2 1 /6" 7 3/4" Min. E.D MIN. E.D. w a_ z co O N H i N Z N U3 i(f) �w O = L� ZZ QO °- w (1)J Z� O w J Z) U w �w �v a 1 1 /2" M I CONTINUOUS POURED —� 7" CONCRETE (f'c = 3 ksi Min.) 8" Min. THICK REQ'D. 7 3/4" NOTCH WEB Min. E.D. (TYP. TOP/BOTTOM) II 1.. rMin. II II EXISTING�II GLASS II II G2 II -- `a' II u Q'/8 II 1/16 Min. E.D 7 3/4" MIN. E.D. 7" CONTINUOUS POURED --- CONCRETE (f'c = 3 ksi Min.) 8" Min. THICK REQ'D. X4 (TYP. TOP/BOTTOM) 1 1 /2" 2"xMULLION DEPTHx1/B" Cont. ALUM. TUBE (TOP & BOTTOM) W/ 5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT 0 24" o.c. f � 10" I END CAP I I EQ. EQ. 4" 1/4"00/4" ITW BUILDEX TEK SCREWS W/ 1" O.D.x0.060" GALVANIZED STEEL WASHER ® 24" o.c. -- -lI u --nl (WALL MOUNTED SHOWN, MAY BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION Q'—Q' ON SHEET 8.) EXTERIOR 1 17 71 Qs/8 1" 1 1/2"x1 1/2"xO.062"xCONT. ALUM. ANGLE W/ 1/4"Ox3/4" ITW BUILDEX TEK SCREWS @ 24" ox. TO TUBE. 1 1 /2" 10" 7 17 1 X4 1 1 /2" (TYP. TOP/BOTTOM) 7 3/4" MIN. E.D. EQ EQ—4"x4"x3/8"x0'-10"(6061—T6 ALLOY) Alum. ANGLE i}- I A EA. SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLIO �, 4 W/( 5" Min. EMBEDMENT TO POURED I CO CR H(�'P�� EDGE IF APPLICABLE WALL. (TYP. TOP & BOTTOM). ` •' �.\C EN,, WALL MOUNTING: MULLION N0. 441 POURED CONCRETE WALL SECTION W-4 ? -a' STATE C END & INTERIOR WALL MOUNTED MULLION INSTALLATION SCALE: 1/8" = 1° 'Z ss,%ON..L 1!ldllld9'' EDGEE EIIF APPLICABL I 7 3/4" Min. E.D. POURED CONCRETE (f'c = 3 ksi Min.) — 8" Min. THICK REQ'D. ------ — \ 7 3/4" Min. E.D. EDGE IF APPLICABLE:7 2" 4" wx 1I7.: 0 :1 — _.. 4.. 4"x4"x3/8" (6061—T6 ALLOY) ,'-1um. ANGLE EA. SIDE. SECTION X4—X4 W/ (G— * END & INTERIOR MULLION) ORIENTATION # 2 (4"x7") ESIDE RAIL DO NOT SHOWN FOR CLARITY FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I EDGE IF APPLICABLE i � 1 2 4 3/8" Min. E.D MIN. E.D. I 2"xMULLION DEPTHx1/8" Cont ALUM. TUBE (TOP & BOTTOM) W/ �\ 5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT @ 24' o.c. f 1., 3 1/2" 4 3/8" N Min. E.D. \\\\\\\\\\\\ \ w CONTINUOUS POURED z CONCRETE (f'c = 3 ksi Min.) jl 0 8" Min. THICKNESS I 1" g in N REQ'D. I Min II �� II z= II U) II =Z II 0 w-, U_ N u EXISTING II z Ld GLASS �I u CL U)W II if zo 0 i` �r— W u D Q /8 X 2 1/2" \\\�.�\♦ i Min. E.D MIN. E.D. \ X4 (TYP. TOP/BOTTOM) 3 1 /2" I y 4 3/8" MIN. E.D. EDGE IF APPLICABLE END CAP 1/4"00/4" ITW BUILDEX TEK SCREWS W/ 1" O.D.x0.060" GALVANIZED STEEL WASHER ® 24" o.c. (WALL MOUNTED SHOWN, MAY D BE ALSO INSTALLED TRAPPED - MOUNTED PER SECTION Q'—Q' ON SHEET 8.) v Q'/8 1 1 /2"x 1 1 /2"xO.062"xCONT. ALUM. ANGLE W/ 1/4"Ox3/4" ITW BUILDEX TEK SCREWS @ 24" o.c. TO TUBE. X4 (TYP. TOP/BOTTOM) (2) 3/8"0 KWIK BOLT TZ EXPANSION ANCHOR W/ 2" Min. EMBEDMENT TO POURED CONCRETE WALL. (TYP. TOP & BOTTOM). CONTINUOUS POURED CONCRETE (f'c = 3 ksi Min.) 8" Min. THICKNESS REQ'D. WALL MOUNTING: MULLION 33 POURED CONCRETE WALL SFrTInN w_A 0 INTERIOR WALL MOUNTED MULLION INSTALLATION * APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING SCALE: 1/8" = 1" i9a tir i� OMNI `�?• V-\CENSF N0. 4416 r -fl'• STATE OF qw ow' N ALE' EDGE IF APPLICABLE 4 3/8" CONTINUOUS POURED CONCRETE (f'c = 3 ksi 8" Min. THICKNESS REQ'D. 4 3/8" EDGE IF APPLICABLE - SECTION X4-X4 W/G3 (INTERIOR MULLION) A/ ORIENTATION#2' (2"x7") FSEE MAXIMUM Q (INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & II' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION) - INSTALLAnON CASE I' — RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS—H OR POWER FASTENERS WEDGE —BOLT ANCHORS. INSTALLATION CASE V — COMMERCIAL APPLICATION FOR f 100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. * SIDE RAIL (D NOT SHOWN FOR CLARITY L. a FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES (*) STEP 1: OBTAIN JOB SITE'S A.S.D. DESIGN PRESSURE RATING (p.s.f.) FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b: IF MULLIONS ARE USED BUT W/O STORM BARS SPAN "L" (ft) TO PROTECT IT (SEE GENERAL NOTE #2, SHEET 1). 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2: ENTER TO CHARTS (Ia, Ib & Ib') THRU IC ON SHEET 15 TO DETERMINE, BASED ON AN 1/2" BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP (in), ANCHOR TYPE AT SIDE RAILS; A.S.D. DESIGN PRESSURE RATING (p.s.f.); THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN "L" ft . 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: LKm: 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 Ie, 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. :��`�P • ��C ENSF No. 4416 STATE OF i '�•��'�F filORIDP 2. ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25 & 26 W/ A.S.D. DESIGN LOAD; MAXIMUM MULLION SPACING (MAX., 12', V OR T), AND DETERMINE MAXIMUM MULLION SPAN (HEIGHT) W/ ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN (( ,©, © & (0), 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 (©, ©, & ®). 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 ((g, G) , p 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 (©, (0, ® & ©). * 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. i ,110E. SEAL/SIGNATURE/DATE ® 2020 TILTECO INC. / 11LIECOiN ' \ TILLIT TESTING do ENGINEERING COMPANY 6355 N.W. 35th. St., Ste. 305. MRGINIA GARDENS. FI. 3316E Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1° a u tilus Rolling Shutter System EXPERT SHUTTER SERVICES INC. 668 S.W. WHITMORE DRIVE PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-9056 , FAX: (772) 871-0990 . No compIION I DATE 1M.ftl DFSOIUMON I W 1 OLD 17-244 /e/202 DRAWN BY- M.P. 06/8/2020 DATE 20-064 DRAWING No SHEET 14 OF 26 SLAT PERFORMANCE CHARTS Ia Ib Ib' & IC: (ONLY VALID FOR 1/2" SLIP) FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (p.s. f), PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/ OR W/O CHART I8 3/8" 0 KWIK BOLT 3 ANCHOR POURED CONCRETE CHART Ib USE MAXIMUM VALUE BEIMIEEN POSITIVE AND NEGATIVE A.S.D. LOAD CHART Ib' 5/16" o TAPCON XL ANCHOR 5/16" o TAPCON XL ANCHOR I TO POURED CONCRETE TO GROUT FILLED CELL CONCRETE BLOCK MAX. MAX. SLAT SPAN MAX. SLAT SPAN A.S.D. "LMAX," (FT) "LMAX." (FT) DESIGN RESSURE WALL TRAPPED BUILD -OUT BUILD -OUT WALL TRAPPED BUILD -OUT RATING MOUNT MOUNT M UNT W( MOUNT W/ E© MOUNT MOUNT M NT W( (pS f) SEE NOTES * SEE NOTES * SEE NOTES * SEE NOTES * SEE NOTES # SEE NOTES * a. SEE NOTES 30.0 20'-0" 15'-4" 20'-0" 20'-0" 20'-0" 15'-4" 20'-0" 35.0 20'-0" 15'-3" 20'-0" 18'-0" 20'-0" 15'-0" 19,-0" 40.0 20'-0" 15'-2" 19'-7" 16'-6" 20'-0" 14'-5" 17'-4" 45.0 20'-0" 15'-0" 18'-0" 15'-3" 20'-0" 14'-2" 16,-0" 50.0 M -0" 14'-10" 16'-9" 14'-2" 19'-1" 13'-1" 14'-10" 55.0 20'-0" 14'-8" 15'-8" 13'-4" 17'-9" 12'-4" 13'-11" 60.0 13'-9" 14'-9" 12'-7" 16'-9" 1 V-8" 65.0 12'-11" 13'-11" 11'-11" 15'-9" 1 V-0" 2'-5" 70.0 115'-9" 12'-1" 13'-3" 11'-4" 15'-0" 10'-6" [13'-2- 1'-10"75.0 11'-7" 12'-7" 10'-10" 14'-3" 10'-0" 1'-4" 80.0 1 V-0" 12'-0" 10'-5" 13'-7" 9'-5" 10'-10" 85.0 15'-0" 10'-6" 11'-7" 1 V-0" 13'-0" 9'-3" 10'-5" 90.0 14'-2" 10'-1" 11'-2" 9'-8" 12'-6" 8'-10" 10'-1" 95.0 13'-5" 9'-8" 10'-9" 9'-4" 12'-0" 8'-5" 9'-9" 100.0 12'-9" 9'-4" 10'-5" 9'-1" 11'-8" 8'-4" 9'-5" 105.0 12'-2" 9'-0" 10'-1" 8'-9" 11'-3" 8'-0" W-2" 110.0 11'-7" 8'-8" 9'-9" 8'-6" 10'-11" 7'-10" 8'-10" 115.0 11'-1" 8'-5" 9'-6" 8'-4" 10'-7" 7'-8" 8'-8" 120.0 10'-8" 8'-1" 9'-3" 8'-2" 10'-3" 7'-5" 8'-5" 125.0 10'-2" 7'-9" 9'-0" 1 7'-11' 10'-0" 7'-2" 8'-2" 130.0 9'-10" 7'-6" 8'-9" 7'-9" 9'-9" 7'-0" 8'-0" 135.0 9'-5" 7'-2" 8'-6" 7'-7" 9'-6" 6'-10" 7'-10" 140.0 9'-1" 6'-11" 8'-4" 7'-5" 9'-1" - 7'-8" 145.0 8'-10" - 8'-2" 7'-3" 8'-10" - 7'-6" 150.0 - 8'-0" 7'-2" 8'-6" - 7'-4" 155.0 f8'- - 7'-10" 7'-0" 8-37'-2"160.0 - 7'-8" 6'-10" 8'-0" - 7'-1" ►•1 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. 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/8"0 KWIK BOLT 3 ANCHOR OR 5/1600 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. MAX. SLAT SPAN SEE NOTES 16'-3" 14'-10" 10'-10" 9'-3" 8'-10" 7'-9" 7'-8" 7'-3" BUILD -OUT WALL TRAPPED BUILD -OUT 18,-0" 13'-9" 12'-10" 16'-2" 13'-1" 12'-9" 12'-1" 15'-0" 12'-4" 12'-0" 14'-2" 11'-8" 11'-4" 10'-4" 9'-11" 12'-0" 10'-0" 9'-10" 9'-0" 8'-6" 8'-0" 7'-5" 7'-2" 7'-1" 8'-2" 6'-10" 7'-0" 8'-0" - 6'-10" MOUNT W/ E© MOUNT MOUNT MQUNi Wes,( 11 SEE NOTES * SEE NOTES * SEE NOTES * do 2 18'-0" 20'-0" 15'-4" No.44167 � s `� '• STATE: OF may'+ Di�'nn FC U n � Dun 1^ V .E. SEAL/SIGNATURE/DATE MOUNT W/ SEE NOTES # 15'-6" 14'-0" 12'-9" 12'-0" 11'-0" 10'-6" 10'-0" 8'-6" 8'-3" 8'-0" 7'-9" 7'-6" 7'-4" 7'-2" 7'-0" 6'-10" 6'-6" CHART IC USE MAXIMUM POSITIVE A.S.D. LOAD VALUE REQUIRED MIN. SEPARATION TO GLASS MEASURED TO BACK OF SLAT (in) W/0 STORM BARS W/ STORM BARS WIND ZONES WIND ZONE ND ZONES WIND ZONE 1-3 4 1-3 4 1" 14 1/2" 6" 7" 1" 14 1/2" 6" 7" 1" 14 1/2" 6" 7" 1" 14 1/2" 6" 7" 1" 14 1/2" 6" 7" 1" 14 1/2" 6" 7" 1" 14 1/2" 6" 7" 6 7" " 6" 7" M " 6" 7" 6 7" 6" 7" 1" 12 1/2" 6" 7" 1" 12 1/2" 6" 7" 1" 12" 6" 7" 1" 11 1/2" 6" 7" 1" 11 1/2" 6" 7" 1" 11 1/2" 6" 7" 1" 11" 6" 77 1" 11" 6" 7" 1" 6" 7" 1" 10 1/2" 6" 7" 1" 10 1/2" 6" 7" 1" 10" 6" 7" 1" 10" 6" 7" 1" 10" 6" 7" 1 " 10" 6" 7" ® 2020 TILTECO INC. LV 7L-E C O ,Nc. TILLIT TESTING 8c ENGINEERING COMPANY 6355 N.W. 36th. 56, Ste. 305, NRGINIA GARDENS, Fl. 33766 Phone (305)871-1530 . Fax : (305)971 -1531 e-moil: tilteco®col.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Nautilus Rolling Shutter System EXPERT SHUTTER SERVICES INC. 668 S.W. WHITMORE DRIVE PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-9056 , FAX: (772) 871-0990 No OESCRIFDON DATE REY. N" DMMP11ON w I IXD t772 DRAWN BY: M.P. O6/8/2020 DATE 20-064 DRAWING No SHEET 15 OF 26 MAX. ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE W/ 3/8" 0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN PRESSURE RATING & SLAT SPAN RANGE t WALL MOUNT MAX. A.S.D. DESIGNGN SLAT SPAN RANGE PRESSURE RATING W4GE (p.e. 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 9" 9" 9" 9" 91, 9" 9" 9„ >31-40 91, 9" 9" 9" 9" 9" 9" 8" >41-60 9" 9" 9" 9" 9„ 9" 7" 5 5/8" >s1-8o 91, 9„ 9„ 9„ 9„ 8„ 5 5/8„ 5 5/8„ >81-105 9" 9" 9" 9" 9" 6 1/2" 5 5/8" - >106-120 9" 9" 9" 9" 8" 6" >121-140 9" 9" 9" 8" 7„ 6" - - TRAPPED MOUNT A.S.D. DESIGN SLAT SPAN RANGE PRESSURE RATING RANGE (p.e. 0'-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 9" 91, 91, 9" 91, 9" 91, _ >41-60 9" 9" 9" 9" 9" 9" 7 1/2" - >61-80 9" 9" 9" 9" 9" 8" - - >81-105 91, 91, 9„ 9„ 811 _ - - >106-120 9" 9" 9" 8 1/2" >121-140 L�� >141-160 9"1 8" 1 6" — — — — DESIGN - PRESSURE 0'-4' t RATING > 4'-5' t > 5'-6' t BUILD -OUT MOUNT SLAT SPAN RANGE > 6'-7' t SLAT SPAN—� SLAT SPAN DEFINITION 9" > 7'-9' t E I (p 9„ 9„ 9„ > 9'- � C 9„ 9" 9" 9" 9" 9" 91, 91, 9„ 9„ 7 1/2„ 7 9" 9" 9" 7" 5 5/8" 5 1 /2" 6 3/4" 6 3/4" 5 5/8 5 5/8" 5 1/2" 6" 6" 5 5/8 5 5/8" 5 ; 3" 5 5/8" 5 5/8" 5 5/8 - i/8 5 5/8" 5 5/8" - - ENS No. 441 E 7 STATE 0 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, r > 12'-16' t > 16'-20' t 9" 9" 9" 7 3/4 7" 7" 5 5/8' 9" 7" 7" 6" 5 5/8" 5 5/8" 5 5/8 6" 5 5/8" 5 5/8" 5 5/8 5 5/8" 5 5/8" - 5 5/8 5 5/8" 5 5/8" - - - - 5 5/8 - - - - - - ® 2020 TILTECO INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. St.. GARDENS. 3316E 305, VF.. ; ( 1— ; Phone (305)871-1530 . Fax (305)871-1531 5 e—mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 SEAL/SIGNATURE/DATE FLORIDA BUILDING CODE (Non High Velocity Hurricane Nautilus Rolling Shutter System EXPERT SHUTTER SERVICES INC. 668 S.W. WHITMORE DRIVE PORT ST. LUCIE, FL. 34984 PHONE: (300) 749-9056 FAX: (772) 871-0990 No DE4CRIP110N DATE REV. fa OE9CWPIION DI O1D I7 244 /3024 DRAWN BY: M.P. 06/6/2020 DATE 20-064 DRAWING No SHEET 16 OF 26 MAX. ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE, W/ 5/16" 0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN LOAD & SLAT SPAN RANGE t WALL MOUNT MWIWLIM SLAT SPAN RANGE DESIGN PIRtESSURERAYING 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 8" 8" 8" 8" 8" 8" 7 1/2- 5 1 /2" 8" 8"8" 8" 8" 8" 6" 4" 8" 8 8"8" 8"6" 4" 3 3/4" 8" 8 8"8"7" 4 1/2" 3 3/4" — m 8" 8" 8"6 1/2" 5" 3 3/4" 3 3/4" 8" 8" 8"5 1/2" 4 1/2" 3 3/4" — 8" 7 1/2" 6" 4 1/2" 4" 3 3/4" 8" 6" 5" 4" 4" — — — TRAPPED MOUNT MAXIMM AS. SLAT SPAN RANGE DESIGN WING 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" 61, 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" 1 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" 1 — — — BUILD -OUT MOUNT SLAT �-SPAN----1 E- -:1 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. MAXIM ASID SLAT SPAN RANGE pDESIGN0'-4' t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16' t > 16'-20' t RANG) E� E� E E E� E E E E E E E E E E E <_ 30.0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 5 1/2- 5 1/2- 4 1 /2" 4" 4" 3 3/4„ >31-40 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 5" 4" 4" 3 3/4" 3 3/4" 3 3/4" 3 3/4" >41-60 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 4" 4" 3 3/4" 3 3/4" 3 3/4" 3 3/4" — — — >61-80 6" 6" 6" 6" 6" 6" 6" 6" 5 1/2 6" 6" 5" 5" 5" 4" 3 3/4" 3 3/4" — 3 3/4" 3 3/4" — — — — >81-105 6" 6" 6" 6" 6" 1 6" 6" 1 6" 5 3/4 4 1/2" 4 1/2" 3 3/4 3 3/4" 3 3/4" 3 3/4" 3 3/4" 3 3/4" — — — — — — — >106-120 6" 6" 6" 6" 6" 1 5 1/2 5 3/4" 5 3/4" 4 1/2 4 1/2" 4 1/2" 3 3/4 3 3/4" 3 3/4" 3 3/4" — — — — — — — — — >121-140 6" 6" 6" 5" 5" 4" 4 3/4" 4 3/4" 3 3/4 4 1 /2" 4 1 /2 3 3/4 3 3/4" 3 3/4" — — — I — — — — — — — >141-160 6" 6" 5" 4 1/2" 4 1/2" 3 3/4" 4" 4" — 4" 4" — 3 3/4" 3 3/4" — — — I — I — I — I— — — — `.IN lt-\� •- \,\C ENs� No. 4416' STATE OF FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 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 F RATING E RANGE (p s.f.) SLAT SPAN RANGE 0'-4' t > 4'-5' t - > 5'-6' t > 6'-7' t > 7'-9' t F> 9'-12' t > 12'-16' t > 16'-20' t :530.0 8„ 8" 8" 8„ 8" 8" 8" 8" 7„ 6" 4 1/2" >31-40 g" 8„ 8" 4 1/2" _ >41-60 8" 8" 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" — — — — >141-160 7" 5„ 4" — — — — — TRAPPED MOUNT MAX A.S.D. DESIGN PRRATINGESSURE 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 s 30.0 6" 6" 6" 6" 6„ 6" 6" 6" 6" — — >31-40 6" 6" 6" 6" 6" 4 1/2" >41-60 6" 6" 6" 6" 4 1/2" — — >61-80 6" 6" 6" 6" 5" 4 1/2" — — >61-105 6" 6" 6" 4 1/2" 4 1/2- — 120 6"6" 51/2" 4" 4 1/2" 40 L 6"5" 4 1/2" 3 3/4160 6" 5" 4" — BUILD -OUT MOUNT SLAT �--SPAN----' 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. A.S.D. DESIGN SLAT SPAN RANGE PRESSUREZ6' O'-4' t > 4'-5' t > 5'-6' > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16' t > 16'-20' t R�WGGEEn(p .f.) E E E� E EO E E ECOE) E E I� E- E E E <_ 30.0 6" 6" 6„ 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6„ 6" 5 1/2" 4" 4 1/2" — — — — >31-40 6" 6" 6„ 6" 6" 6" 6" 6" 6" 6„ 6" 6" 6„ 6" 6" 5 1/2" 5" 4" _ 4" — — — — >41-60 6" 6" 6„ 6" 6„ 6" 5 1 /2" 5 1/2" 6" 6" 6" 6" 6„ 5 1/2 4 1/2' — — — — 3 3/4" — — — — >61-80 6" 6" 6" 6" 6" 5 1/2" 5 1/2' 5 1/2- 4 1 /2 5" 5" 4" 4" 4" — — — — — 3 3/4" — >81-105 6" 6" 6" 6" 6" 5 1/2 5 1/2" 5 1/2" 4 1/2 3 3/4" 3 3/4" — — — > 106-120 6" 6" 6" 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„ — — — — — — — — — — — — FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) o•``�a? • \,\C ENSF No. 4416 STATE OF s FLORID' �mm SLAT PERFORMANCE CHART lb & IC 1: (ONLY VALID FOR 1/2" SLIP) FOR A GIVEN MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.0 AND PRODUCT MOUNT CONDITION FOR INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW CHART lb I CHART IC I USE MONN VIM MM NMOK BUNEEN POM A.S.D. LOW USE MAXIMUM POSITIVE A.S.D. LOAD VALUE 5/16"0 TAPCON XL ANCHOR MAX. A.S.D. DESIGN PRESSURE RATING (P s f) MAX. SLAT SPAN 'L AAX.' (ft) REQUIRED MW. SEPARATION TO GLASS MESURED TO BACK OF SLAT in MOUNT (SEE NOIESA) BUILD -OUT W/W� (SEE NOTES A) '""� W/ OUT SEE NOTES A) W/0 STORM BARS wIND ZONES 1-3 ww ZONE 4 30.0 • 10'-0" 10'-0" 1O'-0" 1" 7 1/2" 35.0 •• 10'-0" 10'-0" 10'-0" 1 " 7 1/2- 40.0 •• 10'-0" 10'-0" 1O'-0" 1" 7 1/2" 45.0 ••• 10'-0" 10'-0" 10'-0" 1" 7 1/2" 50.0 ••• 10.-0" 10'-0" 10'-0" 1" t 7 1/2" 55.0 ••• 10'-0" 10'-0" 1 O'-0" 1.1 7 1/2" 80.0 •+• 10'-0" 1 10'-0" 10'-0" 1" 1 7 1/2" SLAT PERFORMANCE CHART_JUI: (ONLY VALID FOR 1/2" SLIP) FOR A GIVEN MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f AND PRODUCT MOUNT CONDITION FOR INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW CHART IIIb I CHART IIIC I USE ME vat FW FOR Lam USE MA OA POSITIVE A.S.D. LvALUE aw 5/16" O TAPCON XL ANCHOR MAX. A.S.D. DESIGN PRESSURE RATING (P•s'f') MAX. SLAT SPAN •IMAX ■ (Fr) REIQUNED MN. SEPARATION TO GLASS MESURED TO BK K OF. SLAT `;c• WALL MOUNT (SEE NOTES A) BUILD -OUT MOUN W/ (SEE NOTES A) BUILD -off MGUW/ NOTES��ZONES W/O STORM BARS w IND4 ONE 30.0 • 12'-0" 12'-0" " 9" 35.0 •• 12.-0" 12'-0" M12'-O"1" 40.0 •• 12'-0" 12'-0" " 9" 45.0 ••• 12'-0" 12'-0" " 9" SLAT PERFORMANCE CHART IIb1 & IIC1: (ONLY VALID FOR 1/4" SLIP) FOR A GIVEN MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.0 AND PRODUCT MOUNT CONDITION FOR INSTALLATIONS W(O STORM BARS PER DETAIL 2 BELOW INSTALLATION INTO WOOD FRAM CHART IIb I CHART IIC I LIN MAlttIUM WUX WNW PO911VE USE MA)OMUM POSITNE I ASM. LOAD VALUE 5/16"0 TAPCON XL ANCHOR MAX. A.S.D. DESIGN PRESSURE RATING (P's'f') REQUIRED MAX. SLAT SPAN "LmAx• (ft) REMM MIAL SEPARATION TO GLASS MESURED TD MOUNT sEE NOTEse) BUILD-o r MOUK c N�o1�e) N ( N0D�Ese) W/0 STORM BARS WIN-mNE.s WIND ZONE 30.0 • 8'-3" 8'-3" 8'-3" 5 1/8" 35.0 •• 7'-9" 7'-9" 7'-9" 1" 5 1/8" 40.0 •• 7'-7" 7'-7" 7'-7" 1 " 5 1 /8" 45.0 ••• 7'-4" 7'-4" 7'-4" 1" 5 1/8" 50.0 ••• 7'-3" 7'-3" 7'-3" 1" 5 1/8" 55.0 ••• 7'-3" 7'-3" 7'-3" 1 " 5 1 /8" $0.0 ••• 7'-3" 7'-3" 7'-3" 1" 5 1/8- MAXIMUM A.S.D. DESIGN LOAD VS WOOD GRADE SCHEDULE: * VAUD FOR DOUGIAS fIR--SOUTH (G=0.46) SOUTHU N PINE #2 (G-0.55) SPRUCE PINE-RR-SITH (G=0.36) '* VAUD FOR DOUGLA"R-SOUTH (G=0.46) SOU HIAN PINE #2 (G=:0.55) * VAUD FOR SOUTHERN PINE #2 (G=0.55) USE MMJM MUE BIEI1im POMK AID N:Y,111NE AS.O. LOW USE M1tti11IM1 P061 K ASD. LM WA WOOD GRADE MAX. A.S.D. DESIGN PRESSURE RATING (P,S,f,) MAX. SLAT SPAN •�X• (ft) REQUNED MN. SEPARATION 70 GLASS MFS<lRED TO RCK OF SLAT in WALL MOUNT MM NOTES BIJ&D- W LEE N01ES W/O STORM BARS WIND ZONES 1-3 WIND ZONE 4 SOUTHERN PINE #2 (G=0.55) 60. 4'-5" 4'-5" 1 " 5 1/2- DOUGLAS-FIR-SOUTH (G=0.46) 60 4'-5" [74'-5" 4'-5" SPRUCE PINE-FIR-SITH (G=0.36 60 4'-5" q w = �x w ii i W �. II /n` ' _ o x 11 W W 12-0 0 3 FOR WALL MOUNT cp �' X x < ; ; FOR BUILD -OUT MAX. APENING 1 Z 3 a V-6 3/4' a WALL MOUNT &III \WIDTH 0 � 4'-5• FOR 1 I i o i'i �NT MAX. a'ERIRc i ip I� ._1/2" PLYWOOD AND Y/7 (2) 2"x4" WOOD STUDS Y/7 C". EACH SIDE, BEYOND) t DETAIL 1 (ELEVATION) DETAIL 2 (ELEVATION) SLAT SLAT _ ��SPAN - 1 SPAN 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. t: WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF :iiiA1ALLiAT EITHER SIDE OF OPENING SHALL BE 33". o No. 44167 _ i'O • STATE OF 'rr .E. SEAL/SIGNATURE/DATE 02020 TILTECO INC. I L E C O �LIiC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305. MRGINIA GARDENS. Fl. 33161 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco®aol.com CA-0006719 WALTER A. TILUT Jr. P.E. FLORIDA Lic. # 44167 1/2" PLYWOOD AND (2) 2"x6" WOOD STUDS (TYP. EACH SIDE, BEYOND) t FLORIDA BUILDING CODE (Non High Velocit; Nautilus Rolling Shatter System EXPERT SHUTTER SERVICES INC. 668 S.W. WHITMORE DRIVE PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-9056 FAX: (772) 871-0990 No DESSCYi1P110N DATE REV. No DE' MMON W i OLD 17= e/t4 Hurricane Zone DRAWN BY: M.P. 06/8/2020 DATE 20-064 DRAWING No SHEET 20 OF 26 T 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. STORM BAR SPACING (FT) DESIGN PRESSURE RATING 2 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' Sf 30.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-Q" 11'-0" 11'-0" 35.0 11'-Q" 11'-0" 11'-Q" 11'-0" 11'-0" 11'-0" 11'-Q" 11'-Q" 11'-Q" 11'-Q" 40.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-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'-Q" 50.0 11'-0" 11'-0" 11'-Q" 11'-0" 11'-0" 11'-0" 111_0" 11'-0" 11'-0" 55.0 11'-0" 11'-0" 11'-Q" 11'-0" 11'-Q" 11'-0" 11'-0" 11'-0" 60.0 11'-0" 11'-Q" 11'-Q" 11'-Q" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * - 65.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-Q" 11'-0" 11'-0" 11'-0" 70.0 11'-Q" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 75.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-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'-Q" 11'-Q" 11'-0" 11'-0" 11,-0" 90.0 11'-0" 11'-0" 11'-Q" 11'-0" 11'-0" 11'-Q" 95.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 100.0 11'-Q" 11'-0" 11'-0" 11'-0" 11'-0" 105.0 11'-0" 11'-0" 11'-Q" 11'-0" 11'-0" 110.0 11'-Q" 11'-0" 11'-Q" 11'-0" 10'-10" 115.0 11'-0" 11'-Q" 11'-0" 11'-0" 120.0 11'-0" 11'-0" 11'-0" 11'-0" 125.0 11'-Q" 11'-0" 11'-Q" 10'-10" 130.0 11'-011 11'-0" 11'-0" 135.0 11'-0" 11'-0" 11'-0" 140.0 11'-0" 11'-0" 11'-0" 145.0 11'-Q" 150.0 11'-0" 11'-0" 155.0 160.0 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. No. 441 7 STATE 0 o�'• "40RID a` SEAL/SIGNATURE/DATE °��H��It�il►lN����, THIS 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. ® 2020 TILTECO INC. /'11L1EC07\ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th, St., Ste, 305, VIRGINIA GARDENS. Fl. 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco®aal.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Nautilus DRAWN BY: M.P. Rolling Shutter System t 06/8/2020 EXPERT SHUTTER SERVICES INC. DATE 668 S.W. WHITMORE DRIVE 20-064 PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-9056 FAX: (772) 871-0990 No DtscMvlNtN Nlv. DRAWING No I ete n-zu WT[ .�xa No DF_ mpri0N DAZE SHEET 22 OF 26 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) MAXKN STORM BAR SPACING "a" (Fr) POSSURE Pjam 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 A,B,C,D A,B,C,D A,B,C,D A,B,C,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 A,B,C,D A,B,C,D A,B,C,D A,B,C,D AB,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D i 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 & B,C,D A,B,C,D 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,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,B,C 80.0 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 A,B 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,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 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 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 1 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. 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 AB 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 B A A A A A - - - ANCHORS TYPE LEGEND A 3/8"o 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"ox1 1/4" POWERS CALK -IN ANCHORS W/ 1 1/4" Min. EMBEDMENT* TO POURED CONCRETE (f'c = 3000 psi) & 3/8"o-16 MACHINE SCREWS C 1/4"ox3/4" ALL POINTS SOLID -SET ANCHORS W/ 7/8" Min. EMBEDMENT* TO POURED CONCRETE (f'c = 3000 psi) & 1/4"o-20, 18-8 STAINLESS STEEL MACHINE SCREWS D 5/16"o ITW/BUILDEX TAPCON ANCHORS W/ 2 1/4" Min. EMBEDMENT* TO POURED CONCRETE (f'c = 2899 psi) * EMBEDMENT IS BEYOND ANY FLOOR / CEILING FINISH '\G ENSF a No. 4416' �' STATE OF �C0RIDP /ON AL E "111111immW 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) STORM BAR SPACING "a" (Fr) prdmmm Rqm :P8f) 2' 2.667' V 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C A,B,C,D A,B,C A,B,C A,B,C A,B,C A,B A,B,C 35.0 A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A 40.0 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 45.0 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 50.0 A,B,C,D A,B,C,D A,B,C,D A,B,C A,B,C A A A A A 55.0 A,B,C,D A,B,C,D A,B,C A,B,C A A A A A A 60.0 A,B,C,D A,B,C A,B,C A,B A A A A A A 65.0 A,B,C,D A,B,C A,B,C A A A A A A A 70.0 A,B,C,D A,B,C A,B A A 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 A - - - - - - 115.0 A A A A - - - - - - 120.0 A 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 - - - - - - A A L15O.0 A A FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone SCHEDULE 1 a FLOOR TO CEILING TRAPPED MOUNTING MAX. SPAN ft FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING .s.f. , & A MAX. MULLION SPACING (ft) * A.S.D.MAX DE �>RESSUFZE RTMft MkXIMUM SPACING a MAXIMUM MULLION SPAN (Fr) ©4"x6"x1/4" MULLION G1 4"x8"xl/4" MULLION GZ 4"x7"xl/4" THICK (3/8" FLANGE) MULLION ORIENTATION #1 (#t ORIENTATION #2 (G)t ORIENTATION #1 (3)t ORIENTATION #2 (�� ORIENTATION #1 (o) r ORIENTATION #2 (Q)t END INTERIOR 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" 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' 8'-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' 45A 0" 6'-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' 6'-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" 80.0 19'-5" 5'-9" 7'-9' 5'-6" 8'-6' 6'-4" 8'-6" 6'-2" 12'-0' 6'-4" 5'-6" 12'-6" 85.0 18'-4" 5'-9 7'-9' 5'-4" 8'-4" 6'-4" 8'-4" 6'-2 1 V-10" 6'-4" 5'-6 12'-6" 70.0 17'-4" 5'-9" 7'-8" 5'-4' 8'-2" 6'-3" 8'-2" 6'-2" 11'-9" 6'-3" 5'-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'-6 127-5' 80.0 15'-9" 5'-9" 7'-7" 5'-4" 7'-1.0" 6'-3' 7'-10" 6'-2' 11'-6" 6'-3" 5'-6 12'-4` 85.0 90.0 15'-0" 14'-2" 5'-9" V-10" 7'-7" 7'-7" 5'-4" 5'-5" 7'-9" 7'-9' 6'-3" 6'-4" 7'-9" 7'-9" 6'-2" 6'-3" 11'-5" 11'-5" 6'-3' 6'-4" 5'-6 5'-7 12'-3 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' 7'-9" 6'-6" 7'-9" 6'-4' 11'-5" 6'-6' S-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' 5'-8" 7'-9" 6'-8" 7'-9" 6'-6" 11'-5' 6'-8" 5'-10" 12'-3 - 115.0 120.0 11'-1" 10'-8' 6'-1" 6'-1' 7'-7' 7'-6" 5'-9" 5'-9" 7'-9" 7'-9" 6'-9" V-10" 7'-9" 7'-9" 6'-7" 6'-7" 11'-5" 11'-5" 6'-9" 6'-10" 5'-11" 6'-0" 12'-3 12'-3 125.0 10'-2' 6'-2" 7'-7" 5'-1C 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" 6'-4" 7'-7" 6'-0" 7'-10' 7'-3" 7'-10' 6'-11" 11'-5" 7'-3" 6'-3' 12-3 145.0 150.0 8'-10' 8'-6" 6'-5' 6'-6' 7'-6" 7'-7" 6'-0' 6'-1" 7'-9" 7'-9" 7'-4" 7'-5" 7'-9" 7'-9` 6'-11" 7'-0' 11'-5" 11'-5" 7'-4' 7'-5" 6'-3' 6'-4" 155.0 180.0 8'-3" 8'-0"1 6'-6" 6'-7" 1 7'-7" 7'-6" 1 6'-2' 6'-2' 7'-9" 7'-9" 1 7'-6" 7'-7" 1 V-9" 7'-9' 7'-1' 7'-2" 11'-5" 11'-5" 1 7'-6" 7'-1' 6'-5" 6'-6' x a ND MULLION :RIOR .LION MULLION SPACING: "S" 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 (F() A.S.D. DESIGNMAMMUM MULLION © 4"x6"xl/4" MULLION G1 4"x8"x1/4" MULLION G2 4"x7"x1/4" THICK PRESSURE SPACING " FLANGE) MULLION (� a iP s•f•) ORIENTATION #1 �) t ORIENTATI #2 Q t ORIENTATION #1 t=� t 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" 12'70' 9'-4" 10'-7" 8'-0' 12'-6" 7'-6" 12'-6" 20'-0" 7'-4"10'-0" 7'-7" 12'-6" 6'-11" 12'-6" 35.0 40.0 20'-0" 6'-10" 8'-10" 6'-4" 10'-11" 8'-1" 9'-7" 7'-3" 12'-6' 6'-6' 12'-6" 45.0 20'-0" 6'-6" 8'-V 6'-6" 10'-6" 7'-8" 9'-3" 6'-11" 12'-6" 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" 80.0 19'-5' 5'-9" 7'-9" 5'-6" 9'-8' 6'-10" 8'-6' 4'-8" 12'-0" 5'-6" 12'-6" 85.0 18'-4' S'-9 7'-9" 5'-4' 9'-7" 6'-10" 8'-5" 4'-8' 70.0 17'-4" 5'-9" 7'-8' 5'-4' 9'-6" 6'-10' 8'-4" 4'-8" 1V-9" 5'-6 12'-6" 7&0 16'-6" 5'-9" 7'-7' 5'-4" 9'-5" V-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" 11'-6' 5'-6 12'-4" 85.0 15'-0' S'-9' 7'-7" 5'-4" 9'-3" V-10" 8'-2" 4'-8' 11'-5" 5'-6 12'-3 90.0 14'-2" 5'-10" 7'-7" 5'-5" 9'-3" 6'-11" 8'-3" 4'-10" 11'-5" 5'-7 12'-3 95.0 13'-5" 5'-10' 7'-7" 5'-6' 9'-3" 6'-11" 8'-3" 4'-11" 11'-5" 5'-8 12'-3 100.0 12'-9" 5'-11" 7'-7" 5'-7" 9'-3" 7'-0' 8'-2" 5'-0' 11'-5" 5'-9 12'-3 105.0 12'-2" 6'-0" 7'-7" 5'-7" 9'-3" 7'-1" 8'-2" 5'-1" 11'-5' 5'-9 12'-3 110.0 11'-7" 6'-0" 7'-7" 5'-8" 9'-3" 7'::0 8'-3" 5'-3' 11'-5' 5'-10" 12'-3 115.0 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" 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" 5'-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'-3 145.0 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' 11'-5" 6'-4" 12'-3 155.0 8'-3" 6'-6" 7'-7" 6'-2" 9'-3" 7'-8" 1 8'-2` 7'-1' 11'-5" 6'-5' 12'-3 180.0 8'-0" 6'-7" 7'-6' 6'-2" 9'-3" 7'-9" 8'-2" 1 7'-2' 11'-5" * 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 � 1o tt �ad,.,,����,. °1 1 41 <�Q�•N&ENSe' s a � Nfl 4416 = C. i STATE OF :(c�z,, �� Z02v `a S/ONPAA- P.E. SEAL/SIGNATURE/DATE ® 2020 TILTECO INC. L E C O �,Nc. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, Fl. 33166 Phone : (305)571-1530 . Fax : (305)671-1531 e-moil: tilteco@col.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High Velocit Nautilus Rolling Shutter System EXPERT SHUTTER SERVICES INC. 668 S.W. WHITMORE DRIVE PORT ST. LUCIE. FL. 34984 PHONE: (8D0) 749-9056 , FAX: (772) 871-0990 No DESCM"wN I DATE IM.Nol DESCMPnoR ID OLD 17-2u kM/6/202d 4 Hurricane Zone DRAWN BY: M.P. 06/8/2020 DATE 20-064 DRAWING No SHEET 24 OF 26 GIVEN A.S.D. A.S.D.MAX DESIGN PRESSM psf.) ( P-f.) MAXIMUM MULLION4"x8"x1/4"MULLION SPACING a MAXIMUM MULLION SPAN (FT) © 4"x6"x1/4" MULLION G1 G2 4"x7"04" THICK (3/8" FLANGE) MULLION ORIENTATION #1 t (# ORIENTATION #2 (Q)t ORIENTATION 1 (� ORIENTATION #2 (Q)t ORIENTATION 1 (o)t ORIENTATION #2 (a)t END INTERIOR END INTERIOR END 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' 11'-3" 12'-6" 35.0 12'-0" 10'-7" 10,-11" 9'-2" 12'-6" 12'-6' 11'-11" 10'-0" 12'-6" 12'-6" 10'-4" 12'-6" 40.0 12'-0' 9'-10" 10'-5" 8'-9. 12'-6" 1 V-8' 1 V-4" 9'-6" 12'-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" 11'-2- 9'-0" 12'-6" 50.0 12'-0' 8'-9' 9'-8. 8'-1" 12'-0" 10'-4' 10'-7" V-9" 12'-6" 10'-7' 8'-6' 12'-6" 55.0 12'-0' 8'-4" 9'-5" 7'-10" 1 V-8" 9'-10" 10'-3" 8'-6" 12'-6" 10'-1' 8'-1' 12'-6" 80.0 12'-0" 8'-0" 9'-2' 7'-6' 1 V-4" 9'-5" 9'-11 " 8'-3. 12'-6" 9'-7" 7'-9' 12'-6' 6&0 12'-0" 7'-8" V-11" 7'-2" 11'-0" 9'-1' 9'-8" 8'-0. 12'-6" 9'-3' 7'-5" 12'-6" 70.0 12'-0" 7'-4- 8'-8" V-11" 10'-9' V-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'-8" 12'-6' 8'-7- V-11 12'-6" 80.0 12'-0" V-11" 8'-4" 6'-5' 10'-3" 8'-2" 9'-O" 7'-5" 12'-6' 8'-4" 6'-8" 12'-6" mo 12'-0" 6'-8" 8'-2" 6'-3" 9'-9" 7'-11' 8'-10" 7'-2" 12'-6" 8'-1. 6'-6. 12'-6' 90.0 12'-0" 6'-6" 8'-0. 6'-1' 9'-2' 7'-8" 8-8" 7'-0" 12'-5" 7'-10" 6'-4" 12'-6" WA 1 12'-0' 6'-4' 7'-10" V-11" 8'-8" 7'-5" 8'-6" V-10" 1 12'-1" 7'-5" 6'-2" 12'-6" 100.0 12'-0' 6'-2- 7'-8" 5'-9" 8'-3' 7'-0' 8'-3" V-8' 11'-9" 7'-0' 6'-0` 12'-6" 10&0 12'-0" 6'-0' 7'-7" 5'-8" 7'-10" 6'-8" 1 7'-10" 6'-6' 1 V-6" 6'-8" 5'-10" 12'-4" SCHEDULE lb' CEILING (TRAF SPACING !ft1 * NSIMMTaI1 CASES MAXG DESIGN PRESSURE RATING (P•91f) MULLION SpACNG (f MAXIMUM MULLION SPAN (FT) 4"x6"x1/4" THICK MULLION G1 4"x8"AW THICK MULLION G3 2"x7"x1/4" THICK MULLION IENTATxMI Ji �#t ORIENTATION # (a)t ORIENTATION #1 (#t ATION #1 (#t ORIENTATION # (0)t IENTATION #1 �_)t 0111WATION (Q)t END INTERIOR END INTERIOR INTERIOR END INTERIOR 30.0 12'-0* - 12'-6" 12'-6" 12'-6' 12'-6' - 3L0 12'-0" - 12'-6" 12'-6" 11'-11" 12'-6" - 11'-0' 40.0 12'-0" - 12'-6" 11'-8" 1 V-4" 12'-6" - 11'-0" CASE I 45.0 12'-0" - 12'-5" 10'-11" 10'-11" 12'-6" - I V-0` 50.0 12'-O" - 12'-0' 10'-4" 10'-7" 12'-6" - 11'-0" 5" 12'-0" - 11'-8" 9'-10" 10'-3' 12'-6" - 11'-0* 80.0 12'-0* - 1 V-4" 9'-5` 9'-11" 12'-6" - 60.8 12'-0" - 11'-3" 9'-4' 30.0 8'-0. - 12'-6" 12'-6" 12'-6' 12'-6' - i V-O" 35.0 8'-0" - 12'-6" 12'-6" 12'-6" 12'-6" - 11'-O" 40.0 8'-0. - 12'-6" 12'-6" 12'-6" 12'-6" - 11'-0* CASE la 45.0 8'-0. - 12'-6" 12'-6' 12'-6" 12'-6" - 11'-0" 50.0 8'-0. - 12'-6" 12'-6" 12'-1` 12'-6" - 11'-0` 5LO 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" BOA V-0" - 12'-0" 12'-0' 11'-4" 12'-0" 30.0 8'-o" - 9'-0` 9'-0" s'-0" 9'-0' - 9'-0. 3&0 8'-0. - 9'-0" 9'-o' 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'-O" 9'-0. 9'-0" - 9'-0" 5&0 8'-0" - 9'-0" 9'-0. 9'-0" 9'-0" - 9'-0" CASE IQ 60.0 8'-07 - 9'-0" 9'-0. s'-0" 9'-0. 9'-0" 0&0 8'-0" - 9'-0" 9'-0. 9'-0' 9'-0. - 9'-0" 70.0 8'-0' - s'-o` s'-o" 9'-0" s'-o" - 9'-0` 75.0 8'-0. - 9'-0. 9'-0. 9'-0" 9'-0' - 9'-0" 80.0 8'-0' - 9'-0' 9'-0" 8'-9" • 9'-0' - 9'-0" S&O 8'-0. - 9'-0" 8'-9" * 8'-3" * 9'-0. - 9'-0. 90.0 8'-0" - 9'-0. 8'-2" * V-9" • s'-o' - 9'-0. 95.0 8'-0' - 9'-0" 7'-8- * 7'-4" * 9'-0" - 9'-0. 100.0 8'-0' - 9'-0" 7'-3' * 7'-0* * 9'-0" * 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. ' END MULLION z J h- 7� I a = INTERIOR MULLION I "S" „S"----- MULLION SPACING: 'IS" 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. P. ENs�. No. 44167 e -off• STATE OF .E. SEAL/SIGNATURE/DATE SCHEDULE 2b' ( LIMITED LOAD, MULLION SPACING & SPAN INSTALLATION] MULLION SPACING !ft1 wmxu►TpN CASES MAX. A.S.D. DESIGN ESSURE PRRATINIG (P-f•) � SPACING (ft) * MAXIMUM MULLION SPAN (FT) G 4"x6"x1/4" THICK MULLION G1 4'x8'xl/4' THICK MULLION G3 2'x7"xl/4" THICK MULLION OMENTATION 11 t=)t DRIENTATION t (a)t A10 it le)t ORIENTATION 11 r°)t ORIENTATION (a)t ATION 11 (.4t ORIWATiON # (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" - 1 V-O" 40A 12'-0* - 12'-6' 1 V-8" 11'-4" 12'-6" - 11'-0" CASE r 4&0 12'-0" - 12'-5" 1O'-11" 10'-11" 12'-6" - 1V-0" 50A 12'-0" - 12'-0" 10'-4" 10'-7" 12'-6' - 11'-0" 55.0 12'-0" - 1 V-8" V-10" 10'-3" 12'-6" - 11'-0' 80.0 12'-0' - 11'-4" 9'-5" 9'-11" 1 12'-6" - 1 V-0' ODA 12'-0* - 1 V-3" 9'-4" 9'-11" 12'-6" 11'-0" 30A 8'-0. - 9'-0. 9'-0" 9'-0" 9'-0" - 9'-0. 35.0 8'-o" - 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" SOA 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" CASE W 60.0 8'-0' - 9'-0" 9'-0" 9'-0. 9'-0' - 9'-0. G&O 8'-0' - 9'-0" 9'-0. 9'-0" 9'-0" - 9'-0" 70.0 8'-0" - 9'-0" 9'-0" 9'-0" 9'-0. - 9'-0. 75.0 8'-0. - 9'-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" 90.08'-0. - 9'-0" 9'-0' 9'-0" 9'-0. - 9'-0. 95.0 8'-0. - 9'-0' 9'-0* 9-0" 9'-0" - 9'-0. 100.0 8'-0' - 9'-0" 9'-0* 9'-0" 9'-0' 9'-0. 02020 TILTECO INC. J�E �0,N�. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FI. 3316t Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zor N R u til us DRAWN BY: d M.P. Rolling Shutter System 06/8/2020 EXPERT SHUTTER SERVICES INC. DATE 668 S.W. WHITMORE DRIVE 20-064 PORT ST. LUCIE. FL. 34984 DRAWING No PHONE: (800) 749-9056 FAX: (772) 871-0990 No I DO MFM I DATE MY. N. I DESMprioN DAiE SHEET 25 OF 26 M SCHEDULE 1c FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN ft FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING .s.f. , & A 7'-0" MAX. MULLION SPACING ft * MAX. A.O. DaIGN PRESSURE RATM MAXIMUM MULLION SPANO Q0 a MAXIMUM MULLION SPAN (F1) © 4"x6"x1/4" MULLION G1 4"x8"x1/4" MULLION G2 4"x7"x114"THICK (3/8" FLANGE) MULLION ORIENTATION #1 (—)t ORIENTATION #2 (Q)t ORIENTATION 1 �=)t ORIENTATION #2 (Q)t ORIENTATION #1 �=)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" 46.0 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" 1 V-7' 12'-6" 1 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' 80.0 7'-0' 12'-6" 10'-11" 12'-6" 12'-6' 12'-6" 1V-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' 78.0 7'-0" 12'-1" 10'-2" 10'-11" 12'-6" 12'-6" 11'-0" 11'-11' 12'-6" 12'-6" 12'-6" 12'-6" $0.0 7'-0" 11'-6' 9'-11" 10'-6' 12'-4' 12'-6" 10'-10' 1V-5" 12'-6" 12'-6" 1V-11" 12'-6" 10'-2" 12'-1" 12'-6" 10'-7" 11'-0" 12'-6" 12'-6" 1 V-4" 12'-6' 90.0 7'-0' 10'-7" 9'-7" 9'-10" 11'-10' 12'-5" 10'-5" 1O'-8" 12'-6' 12'-2" 10'-10" 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" 100.0 7'-0' 9'-10" 9'-3" 9'-3' 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" V-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'-8" 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'-0' 10'-6" 9'-9" 9'-2" 8'-11" 12'-6" 9'-9" 8'-5" 12'-6" 135.0 7'-0' 8'-2" 1 8'-4" 7'-9` 10'-4" 9'-7" 9'-1" 8'-9' 12'-6' 9'-6" 8'-2" 12'-6' 140.0 7'-0' 8'-O" 8'-3' 7'-7" 10'-1" 9'-4" 9'-0" 8'-7" 12'-6' 9'-4" 8'-O" 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" 150A 7'-0' 7'-8' 8'-1' 7'-4" 9'-5" 9'-0' 8'-9' 8'-8" 8'-7" 8'-4" 8'-3" 8'-1" 1 12'-6" 12'-5" 12'-2" 8'-117. 8'-9' 8'-8" 7'-8" 7'-6" 7'-5" 12'-6" 12'-6" 12'-6' 155.0 7'-0' 7'-6" 8'-0" 7'-2" 9'-2" 8'-10- 100.0 7'-0' 7'-4' 7'-11" 7'-0' 8'-10" 8'-8" D MULLION 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 7'-0" MAX. MULLION SPACING (FT) * * 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. V No. 44167 STATE OF SEAL/SIGNATURE/DATE ® 2020 TILTECO INC. 1 L C O� TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS. Fl. 3316E Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco0col.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lim. # 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zor Nautilus DRAWN BY: M.P. Rolling Shutter System 06/8/2020 EXPERT SHUTTER SERVICES INC. DATE 668 S.W. WHITMORE DRIVE 20-064 PORT ST. LUCIE, FL. 34984 DRAWING No PHONE: (80D) 749-9056 , FAX: (772) 871-0990 No I DESCMP110N I WE I REV. Ne DE5CMP=N CITE ow SHEET 26 OF 26 M1