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HomeMy WebLinkAboutProduct Approval; Roll-Up1/11/2021 Florida Building Code Online B �° o acls Home Log to User Regtstratton Hot Topies Ffc?r'i�a _ fir: i) Product Approval usER7 Public User Submit surcharge r9 stats & Faas ° 92}y PubllcaGons Contact Us BCL4 site Map Links Search h Sao%vat M > a o ppe—c-4�>8 do > Application DplewL E/IE FL # FL12246-0� F®e � Application Type AA Code Version Revision .®otjPLi� 'CE ��a Application Status 2020 LjjCjE C()U Approved EJ®CC Comments Archived Product Manufacturer Address/phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/phone/Email Category Subcategory Compliance Method Expert Shutter Services, Inc. 1626 SW Biltmore ST Port St. Lucie, FL 34984 (772) 871-191S Ext106 callexpert@aol.com Michael Helssenberg callexpert@aol.com Michael Helssenberg 1626 SW Blltmore St port St Lucie, FL 34984 (772) 871-1915 Ext 306 CallExpert@aol.com Michael Helssenberg 1626 SW Bllmore St Port St Lucie, FL 34984 (772) 871-1915 Ext106 CallExpert@aol.com Shutters Roil -up A' He Copy Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tillit Jr., P.E. Evaluation Report Florida License Quality Assurance Entity PE-44167 Quality Assurance Contract Expiration Date National Accreditation and Management Institute Validated By 12/31/2021 John W. Knezevich, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By wM-florldabuiidina nm/nrin. au _ Validation Checklist - Hardcopy Received f 1,� _,rit -1L CC)i cui_D��y,7_!U-U6<.•.•i�cif' if-71 j ASTM E-1996 Year TAS 201 2012 TAS 202 1994 TAS 203 1994 1994 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated 08/04/2020 Date Pending MCA 08/19/2020 Date Approved Approval 08/19/2020 10/13/2020 FL 12246.1 Nadel, Number or Name Nautilus Rolling Shutterssysy tem Limas of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Zmpact Resistant: Yes Design Pressure: +1601_160 Other: State Missile Level "D" wind zones 1, 2, 3 and 4 (basic_ Protection only). Pressure rating: +30,-30 p,s,f, at 20'-0" span (wall mounted) and +160, -160 p,s,f. at 8'-0" span (wall mounted) with 1/2" slip. See sheets is, 16 and 20 for additional pressures and spans. Description Extruded aluminum Nautilus Rolling Shutter System Installation Instructions s 1 11116 IS II Exrlel L ShuC 1 PEq UI a 2U"p6g���if Verified By. W et AI , Tillit 3n, P.E. PE 44167 Created by Independent Third Party: Yes Evaluation Reports FL17. 4(y R5 .AE a-, Ierr Li� .,,, 5 tPrn n2 -064. Created by Independent Third party: yes feet us ;; 6 1 BI iroad 7`Itahass_�e F 32 g The State of Florida Is an AA/EEO employer. Co' �1O"e` aso-ae7-ieza Under Florida law, eman addresses are ` poht 2007-3013 State of Fi°Hd ;; p,weeV Statemen� mail to this enti public records, IP ou do not want your e-mail address release n� a SubO��t Rew"d`-- sta— a Florida suety. Instead, contact the office by phone or by traditional mall. If you have an Provided ma be U e df o October 1 2012 licensees licensed under Chapter 455, F.S. must p �k do not send electronic Y sed for official Communication with the Ilcen Y questions, pease Contact 550.487.1395, s pu►auant to section 455.275(i), Provide the De sae. However email addresses are pu UC re yard Ip yp� o net wish tosupply18tae, have adders, Department with an email address which can be made avalleble to the public. lb dY have one. The emails etermine If you are a licensee under Chapr 55 Fs-, Personal click please c e Product Approval Accepts, 1 �� 110 Credit Bard Safe 5== wwwfloridabuilding.org/pNpr app dg.asDx?oaram_wr.,R%, ,.,.n...,_eais _.._.,,,,,.,,_ .. 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. 201& 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 FO 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. 4. ALL SCREWS_ (_EXCEPT END RETENTION SCREW Q) TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. ALL S.D.S. ARE TEK SCREWS MANUFACTURED BY ITW BUILDEX & SHALL COMPLY W/ FLORIDA., BUILDING CODE SECTION 2411.3.3.4. 5. BOLTS TO BE ASTM A-307, GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM YIELD STRENGTH. 6. NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S. PATENTS #6,095,225 AND #7,409,980. 7. ANCHORS TO WALL FOR ® SIDE RAIL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: MIN. 3000 p.s.i. COMPRESSIVE STRENGTH. -5/16"0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW BUILDEX, INC. -3/8"0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI, INC. A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: 2 1/4- FOR 5/16.0 TAPCON XL ANCHORS & 2 1/2- FOR 3/8.0 KWIK BOLT 3 ANCHORS. NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. A.2) MINIMUM EDGE DISTANCE (E.D.) INTO POURED CONCRETE SHALL BE: 4" FOR 5/16"0 TAPCON XL ANCHORS & 5" FOR 3/8"0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (B) TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL;- ASTM C-90 -5/16"0 TAPCON XL ANCHORS, AS MANUFACTURED BY ITW BUILDEX, INC. B.1) MINIMUM EMBEDMENT OF 5/16"0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK UNIT SHALL BE 2 1/4". NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. B.2) MINIMUM EDGE DISTANCE (E.D.) OF 5/16"0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4". EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (C) TO SOUTHERN EXISTING PINE WOOD FWR/AMG BUILDING:5MINPRUCE PINE -FIR -SOUTH (G-0.36), DOUGLAS-FIR-SOUTH (G=0.46) OR -5/16"0 TAPCON XL ANCHORS, AS MANUFACTURED BY ITW BUILDER, INC. C.1) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4- PHYSICAL THREADED _PENETRATION. NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. C.2) MINIMUM EDGE DISTANCE (E.D.) OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4". EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. 8_ ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 9. ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. -3/8"Ox1 .1/4" CALK -INS MANUFACTURED BY DEWALT, INC. -1/4"Ox3/4" SOLID -SET MANUFACTURED BY ALL POINT, INC. -3/8.0 KWIK BOLT TZ MANUFACTURED BY HILTI, INC. -5/16"0 TAPCON MANUFACTURED BY ITW BUILDEX, INC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. EMBEDMENT GROUT FILLED OR ANCHOR SPACING 0 106% EDGE DISTANCE ® 1007. 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, 10A, 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. FDGF DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL ANCHOR SPACING ® 100% 3/4"0 KWIK BOLT TZ 27- 1/2"0 KWIK BOLT TZ 22 1/2- 3/8.0 KWIK BOLT TZ 6' 3/8.0 HUS-H SCREW 4- 3/8"0 WEDGE -BOLT 4 1/2- 1/2-0 HUS-H SCREW OR WEDGE BOLT 6" 5/8.0 HUS-H SCREW OR WWE BOLT 7-1/2- EDGE DISTANCE 0 100% 9- 7 1/2' 4 3/8" 5' 4 1/2" 6' 7 1/2". EMBEDMENT 0 100% 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 INSTALLA►ION 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 RECORD E(E.O.R.)ROJECTS SHALL FLORIDABE PREPARED BY A FOR ,THE PROJECT AND WHO WILL BE REREGISTERED SPONS BLEFOR THE PROPER USEOFARCHITECTWHICH PICE.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. MT FLORIDA BUILDING CODE #5 #6 #7 #8 #9 • #1 #2 #' #4 645.: �,. .542 R1.499• R1.898' R1.997"- R2.298" R2.398' )ERI-343" R1.648"�^ N1� O co NN N N )RZA ,j o1 )RMZ49er hot' .823• .679" OA SLATS .729' 7s,•. 6063-T6 ALUMINUM ALLOY Fy= 31.6 ksl (a9t1.) SCALE R" =1' 0 N _ 070' + 1.2 OD SIDE RAIL * 6053-T6 ALUMINUM ALLOY SCALE 12"=1• *MUST BE REVIEWED BY SHUTTER MANUFACTURER TO ALLOW FOR A MINIMUM 0.050" CLEARANCE BEFWEEN SCREW HEAD AND CAVITY WALL AT NON HURRICANE POSITIONS. OE BUILD-0UT-TUBE 6083-T6 ALUMINUM ALLOY SCALE R'=I" .2 'IT 0 TRAPPED ANGLE © 4x6 MULLION 6063-T6 ALUMINUM ALLOY 6061-T6 ALUMINUM ALLOY SCALE 10 =1• SCALE: 3l6•=1" G1 4x8 MULLION 6061 T6 ALUMINUM ALLOY SCALE: NW = T, COMPONENTS #10 e _723' -DETA („r.) 4�\ p DETAIL A 698' �DET.0 .050•1 k I TV.) DETAIL: C \ 7ry6 DELB + (TYP) 607' 4q, ' W DETAIL: B ®1 STARTER SLAT fi063-T6 ALUMINUM ALLOY SCALE 10 =1" E1 BUILD -OUT TUBE 6063-T6 ALUMINUM ALLOY SCALE: 12" =1" G 4x7 MULLION 6061-T6 ALUMINUM ALLOY SCALE: 30 =1" �C • No. 4416 7— STATE OF , ,0.c�,. r."Y7_1912.0SEAL/SIGNATURE/DATE 070" cq cq 9 BASE.SLAT 6063-TS ALUMINUM ALLOY SCALE: 112" =1" .250' ) 2,612' 2500' 80' 182• 2.4. N n .060" 400.2100 #12 AB TREAD ` pj13 q 0.600• 18A STANLFSS S7EEL WASI?$2 TRUSS HEAD T40 SIX LOBE THREAD 41CHT SCREW** 5#12 (5116') HEX HEAD AB THREAD 410HT SCRE4** OPTION #1(MONOLnic) 4.000' 0 125" F .) E2 BUILD -OUT TUBE 6063-T6 ALUMINUM ALLOY SCALE. 12"=1• E3 BUILD -OUT TUBE 6063-T6 ALUMINUM ALLOY SCALE 12" =1' a H 1/4e004" ITW/BUILDEX TEK SCREW CARBON STEEL SCALE: 10 =1" 5116"0 ITW/BUILDEX TAPCON XL ANCHOR \ CARBON STEEL SCALE 12"=1" n —f JO 3/8"0 HILTI, ING. KWIK BOLT 3 ANCHOR CARBON STEEL SCALE 12"=1' C 2020 TILTECO INC. Z�L ECG� TILLIT TESTING & ENGINEERING COMPANY 6335 N.W. 38th, St, Ste. SOS, NR41NU CMDE2IS. Fl. 3316E Phme : (305)H71-1S30 . Foa : (305)071-iS31 e—mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 �� SCREW SPEC$: aloHrsraNLEsssrEEL scREw COATED VM H AC�SILVER , CHROMED -FREE ANTI -CORROSION COATING SYSTEM, AS WNUFACTIkRED BY SUN BELT COATING, LLC Fy =191A kS MELDSTRENGtH), Ftu =196.8 ksi@34 EsTREwN .OPTION #2 (w� wASHEw 1.050' .322'0 . Z00' .625' .200" ACETAL BUSHING *** (USE W1 OPTIONS #•1 AND #2) BUSHING SPECS: DENSITY. IA gb?P TENSILE MODULUS 377 ksl TENSILE STRESSATYIELD: 9.135 ksl FLEXURAL MODULUS 580 ksl IZOD NOTCHED IMPACT: 6.5I&Ym' © RETAINING SYSTEM: SCREW + BUSHING ' SCALE I&=1" O STORM BAR 6061-T6 ALUMINUM ALLOY SCALE: 12" =1" FLORIDA BUILDING CODE Nautilus Rolling Shutter Spstem EXPERT SHUTTER SERVICES INC. 6613 S.W. WHITMORE DRIVE PORT ST. LUCIE, FL 34984 PHONE: (800) 749-9056 FAX: (772) 871-0990 ,No I GESCIE► M I DALE MV, 9. 1 OLwevmN =tt Hurricane Zone DRAWN BY: M.P. 06/8/2020 DATE 20-064 DRAWING No SHEET 2 OF 26 116NA �I�N`% •\````• dr' • 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 END CAP ASSEMBLY COMPONENTS EN'T No. 441 E 7C -a'• STATE Of k"!? A F(OR`p 0 2020 TILTECO INC. �i L E C o lmc. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. : (St. Ste. 305. VIIt x : G 5)871 . FL 33169 Phone : (30.S)871—t330 . Fox : (3OS�71-1531 � e—mail: tiltecoccol.com WALTER A TILLITiJr. P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High Velocity Nautilus Ragbag Shutter System EXPERT SHUTTER SERVICES INC. 668 S.W. WHITMORE DRIVE PORT ST. LUCIE, FL 34984 PHONE: (800) 742-9056 . FAX: (772) 871-0990 Hurricane Zone) DRAWN BY: M.P. I 06/8/2020 I DATE 20-064 DRAWING No SHEET 3 OF 26 TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS *9 ** NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: * CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0■ APPLICABLE TO INSTALLATIONS W/0 STORM BARS, W/ STORM BARS OR W/ STORM BARS & MULLIONS W/ HEIGHTS UP TO 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. * ASE 2: SHUTTER HEIGHT LARGER THAN 11'-0" APPLICABLE TO INSTALLATIONS W/O STORM BARS AND W/ OR W/O MULLIONS W/ HEIGHTS LARGER THAN 11'-0". (a) CURTAIN SHALL START W/ #1 SLATS AT TOP, FOLLOWED BY #2, #3. ..... THEREAFTER, ALL THE WAY DOWN. EACH SLAT # SHALL CONSIST OF MIN. FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW #1 SLAT SHALL BE CONTINUED UNTIL #10 SLAT IS INSTALLED. AFTER #10 SLAT IS INSTALLED, ADDITIONAL #10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. (b) BOTTOM SLAT B@ MUST BE ALWAYS INSTALLED. %P a. END) STOP (SEE TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. \��• \��" , , , • • • • • • / �'��� 0 2020 TILTECO INC. No. 4416 — fT1 L E C O INc. TILLIT TESTING & ENGINEERING COMPANY . !/�,t3 • y� &US NA 36th. St, Ste. JOS. MRCMIA GARDENS. R. 3316E • Phone: (305)371-1530 . Fax : (305)B71-1931 -o'• STATE OP .•,•G�,` e—mail:A-000671g1.com O ■ WALTER A. TILLIT Jr. P.E 4 O,RI _ 'G\�`F�i` SEAL/SIGNATURE/DATE FLORIDA Lie. # 44167 FLORIDA BUILDING CODE 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 NP END) Hurricane Zone) DRAWN BY: M.P. 06/8/2020 DATE 20-064 DRAWING No SHEET 4 OF 26 N Z a`- r to N w W A Max. MULLION SPACING (SEE SCHEDULE ON SHEETS 24. 25 & 26) r-© or (G�l or 0 W-1 /1 o OR W-2/11 OR UE '1 14 d% nM \\, a 14-2 R 8 or R'/8 R/8 or R'/8 (Typ. Ea. END) s SLATS f Max. SLAT SPAN I Max. SLAT SPAN I Max. SLAT SPAN (SEE SCHEDULES ON �t (SEE SCHEDULES ON `I (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/0 STORM BAR5_ 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 If 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 SLAT QB MUST BE ALWAYS INSTALLED. q END N 0. .;d 1n Z N En 0. a N Z 1n ON a_= J (n m v) W2 O � 1n0OJ XO �O tat j Q 0z �w 0 N V) v w 1 W MAX.'STORM BAR (SEE SHEET 22) ** CASE 2: SHUTTER HEIGHT LARGER THAN I V-O" APPLICABLE TO INSTALLATION W/O STORM BAR ANQ� .• (3 ENs� '•`.�� MULLIONS W/ HEIGHTS LARGER THAN 11'-0". (a) CURTAIN SHALL START W/ #1 SLATS AT TOP, FOLLOWED BY #2, #3. ..... THEREAFTER. ALL THeWAY: N0. 4416 DOWN. EACH SLAT # SHALL CONSIST OF FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE Ems•71 ADDING SLATS DOWNWARD BELOW #1 SLAT SHALL BE CONTINUE UNTIL #10 SLAT IS INSTALLED. -AFTER #10 SLAT IS INSTALLED, ADDITIONAL #10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHuifRO'•, STATE OF HEIGHT. F (b) BOTTOM SLAT U MUST BE ALWAYS INSTALLED. Q/8 MO.) R/8 or R'/8 G�or © ore - Max. STORM BAR SPACING (SEE SCHEDULE ON SHEET 22) W-1/10 OR W-2/11 OR W-3/12 OR W-4/13 Max. MULLION SPACING (SEE SCHEDULE ON SHEETS 24� 25 & 26) or© or �( ® REAR �//g ' ` (TYP.) NMI #1 SLATS #2 SLATS #3 SLATS 4 SLATS SLATS SLATS or #8 SLATS D (Typ. Ea. END) #9 SLATS SLATS tiiir�-<itii iriiii tttttir✓tttt.t�rit/itt�ttti ttttti/: _r W-1/10 OR W-2/11 OR 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 I(SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W f S ORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. 0 2020 TILTECO INC. Z7E C O INC. 1 '\ •TILLIT TESTING & ENGINEERING COMPANY h. Ste. 505. GARDENS, . 33186 6355 N.WPhone (St. : Fax : 5 PbOn.: (7W�71-1550 . Fax : (30S)871-1551 e—mail: tiltecoCcol.com CA-0006719 WALTER A. TILLIT Jr. P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. # 44167 FLORIDA BUILDING CODE (Non High Delocit; • au#llus 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 Mo oE7L1omm I ailC I tay. No I mm"MIM a Hurricane Zone) DRAWN BY: M.P. 06/8/2a20 DATE 20-064 DRAWING No SHEET 5 OF 26 M 5/16.0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT & 1 "Q.D.x0.060" GALV. STEEL WASHER; ®' 24" o.c. A POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK - WALL REQUIRED. EDGE �l Kull EXISTING GLASS (BEYOND) SEE ANCHOR SCHEDULES ON SHEETS 16. 17 & 18 Min. SEPARATION TO GLASS (SEE SCHEDULES, ON SHEET 15) 1w 0/8 POURED CONCRETE OR GROUT FILLED - .CONCRETE BLOCK WALL REQUIRED EDGE OF OPENING? 2 1/16" \ MIN. E.D E 5/16"0 TAPCONS XL W/- 2 1/4" Min. EMBEDMENT ® 24" ox. A DMIOR 0/8 A�--1 1 /2"x1 1 /2"xO.f E ANGLE W/ 5/16"0 T 2 1/4" Min. EMBE w rn iNT. ALUM. NS XL W/ ® 24" ox. POURED CONCRE REQ'D EXISTING GLASS (BEYOND) SEE ANCHOR SCHEDULES ON SHEETS 16, 17 & 18 Min. SEPARATION TO GLASS (SEE SCHEDULES, ` ON SHEET 15) 0/8 POURED CONCRETE OR GROUT FILLED - CONCRETE BLOCK WALL REQUIRED. C O w 5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT & 1 "O.D.xO.060" GALV. STEEL WASHER ® 24" ox. _ .r — C.9b w = w o: _ �z M �J rn Dw DMIOR W �— POURED CONCRETE (f'c=3 ksi Min.) REQ'D. FLOOR/CEILING / TRAPPED MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING POU CONCRETE OR GROUT FILLED CELL CONS BLOCK BUILDINGS =_ SCALE: 3/16" = 1" ,\CjENSF•r �,. 44167 .o STATE OF FCOR���:. SEAL/SIGNATURE/DATE 1"x1"x1/e" OR 2"x2"x1/8" ALUMINUM TUBE 5/16"0 TAPCONS XL W j 2 1/4" Min. EMBEDMENT ® 24" ox. V. / POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK WALL REQUIRED. EDGE EXISTING GLASS (BEYOND) SEE ANCHOR SCHEDULES ON SHEETS 16, 17 & 18 Min. SEPARATION TO GLASS (SEE SCHEDULES, ON SHEET 15) OR E3 Nr 0/8 POURED CONCRETE OR GROUT FILLED - CONCRETE BLOCK WALL REQUIRED. EDGE OF 1/4"0x3/4" TTW BUILDEX TEK SCREWS W/ 1" O.D.xO.060" GALVANIZED STEEL WASHER ® 24' ox. x� wL' = w w_ w� � o ird 2 1/16" r..'t_2"x4"xO.O62'xCONT. MIN.E.D M. ANGLE 5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT ® 24 o.c. BUILD -OUT MOUNTING FLORIDA BUILDING CODE (Non High Velocib, ® 2020 TILTECO INC. Nautilus Rolling Shutter System �" E C CO EXPERT SHUTTER SERVICES INC. TILLIT TESTING & ENGINEERING COMPANY B355 N.W. 3M. 5L, S1U. M. MRQiIA GARDENS, Fl. 33166 668 S.W. WHITMORE DRIVE Phone : (305)571-1530 . Fox : OW071-1531 PORT ST. LUCIE. FL 34984 e—mail: tilteC0000I.com PHONE: (800) 749-9056 , FAX: (772) 871-0990 CA-0006719 WALTER A. TILUT Jr. P.E. �• ocsco"M DATE Rv. M" 06M"M a FLORIDA Uc. # 44167 : ow 17-- - ye 4 - Hurricane Zone) DRAWN BY: M.P. 06/8/2020 DATE 20-064 DRAWING No SHEET 6 OF 26 i%,/,TU IN gee , %N 5/16'0 TAPCONS XL W/ 5/16.0 TAPCONS XL W/ 2 1/2' Min. PENETRATION 2 1/2" Min. PENETRATION & 1"0.0.xO.060' GALV. & 1'O.D.x0.060' GALV. OR RAFTER. RUSSES OR RAFTER WOOD STEEL WASHER 0 24" ox. EXISTING WOOD STEEL WASHER ® 24' o.c. 5/16.0 TAPCONS XL W/ 2 1/2' Min. PENETRATION 0 24" ox. (2) 2"x4" OR 2'x6' CONT� WOOD HEADEF REQUIRED EDGE OF I M OPENING N D o EXISTINGGLASS t� (BEYOND) j WSW o 1 w A N = (2) 2`x4- OR Min. w _ (z) 2"xs' p SEPARATION _ a CONT. WOOD TO GLASS (SEE SCHEDULE ON i 3 STUD ® 16` 1 SHEET 20) 3 O.C. MAX. 41 x REQUIRED. (SEE SHEET EE ANCHORS SCHEDULE 20) I °ol 0o I I ON SHEET 21 s In 0/8 1 0/8 EDGE GE \ L1 1/2"xt 1/2'xO.062' E. xCONT. ALUM. ANGLE \ 5/16.0 TAPCONS XL w/ 2 1/2" Min. PENETRATION Wfd L 0 24' ox. 2'x4" OR 2'x6!-, FINISH CONT. WOOD 1 EX ISTING WOOD BOTTOM PLATE OR REQUIREDCONCRETE j�EX SLAB (SEE SHEET 20) _ I REQU R D WALL MOUNTING (2) 2'x4` OR 2"x6' CONT— WOOD HEADEI REQUIRED EDGE OE,' OPENING EXISTING r Min. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 20) (2) 2"x4" OR SEE ANCHORS (2) 2-x6' SCHEDULE CONT. WOOD ON SHEET 21 STUD ® 16' 1 O.C. MAX- 1 ` REQUIRED. 1 } (SEE SHEET 1 , F 20) 1 EXISTING WOOD — TRUSSES OR RAFTER 1'x1'x1/8' OR 2 x2"x1 /8' ALUMINUM TUBE 1/4'0x3/4" ITW BUILDEX TEK SCREWS W/ 1" O.D.xO.060" GALVANIZED STEEL WASHER ® 24" ox. J 5/16'0 TAPCONS XL W/ 2 1/2" Min. PENETRATION 0 7A' n_c (2) 2'x4` OR I :; I 2'x6' CONT. WOOD HEADER REQUIRED Ic 1 I w EDGE OF I :I M in OPENING 1 z EXISTING GLASS I ? � EOM w (BEYOND) x _ @OR 3 1 1 V) O w z (2) 2-x4. OR E Min. 2'x6' CONT.--",,SEPARATION 0 WOOD STUD TO GLASS 3 a 16" O.C. I (SEE scHEtxIIE ON ra _ MAX REQUIRED SHEET 20) (SEE SHEET 20) _ 0 0 I � W 0/8 Of Ln EDGE OF OPENING i 0/8 ; I 0/8 1 2"x4" OR 2"x " 1' WALL FINISH 2"x4" OR Vx6= CONT. WOOD CONT. WOOD BOTTOM PLATE — EXISTING WOOD BOTTOM PLATE REQUIRED DECK OR REQUIRED (SEE SHEET 20) CONCRETE SLAB (SEE SHEET 20) AIL B REQUIRED. to 0/8 SEE ANCHORS 1 SCHEDULE 1 ON SHEET 21 } 2"x4'xO.062'xCONT. ALUM. ANGLE `-_5/16.0 TAPCONS XL W/ 2 1/2" Min. PENETRATION FINSH 0 24' o.c. EXISTING WOOD DECK OR CONCRETE SLAB REQUIRED. • EDGE. I ` IF APPUC11BlE) WALL MOUNTING BUILD -OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING _WOOD BUILDINGS N.T.S. ENS• No. 4416 . -off•,• STATE OF F�0RVO .•��r i +/ v/• • N'AL • \ 11"11111111W EXISTING WOOD --- TRUSSES OR RAFTER 1"x1"xt/S" OR 2'x2'x1/8' ALUMINUM TUBE 1/4%3/4" fTW BUILDEX r TEK SCREWS W/ (j 1' O.D.4.060" GALVANIZED STEEL WASHER 0 24' ox. (2) 2 x4" OR I i XI 2'x6" CONT. - I = 1 WOOD HEADER REQUIRED .I Ir(S%SCHWvLE N ' I I I arr EDGE OF OPENING t _M z el EXISTING f I M GLASS I o (BEYOND) 1 i DRw (2) 2"x4" OR I2'x6' CONT.—\ IION WOOD STUD SS I 16' O.C. ON x MAY Rent np n (SEE SHEET 20) 0 'p 1 \I I 2'x4" OR 2Ox6"a I CONT. WOOD I BOTTOM PLATE I REQUIRED (SEE SHEET 20) a •y BUILD -OUT MOUNTING ANCHORS EDULE SHEET 21 0/8EXISTING WOOD DECK OR CONCRETE SLAI REQUIRED.-1 FLORIDA BUILDING CODE (Non High Velocity 0 2020 TILTECO INC. Nautilus =T1 C 0 Rolling Shatter System Ifllc. EXPERT SHUTTER SERVICES INC. �• TILLIT TESTING do ENGINEERING COMPANY 6355 N.W. 35th. SL, Ste. 305 VRMIA GMDM FL 33165 668 S.W. WHITMORE DRIVE Phe : (303)871-1S30 . rm : (303)671-1531 Phone e-mail: ti006719 ool.com PORT ST. LUCIE, FL 34984 CA-00067 ' PHONE: (800) 749-9056 , FAX: (772) 871-099D My N. I DESCO ox - DATE M. No It[lgPP110x a WALTER A. TILLIT Jr. P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. f 44167 1. 1 OW 17-244 +� 0 Hurricane Zone DRAWN BY: M.P. 06/6/2020 DATE 20-064 DRAWING No SHEET 7 OF 26 Min. E.D. POURED CONCRET OR GROUT FILLED POURED CONCRETE BLOCK oORk�ON' 0 SEE SCHEDUGROUT FIL SHEETS 17 CONCRETE BLOCK 2.750" 0 =J IL 1/2'. 1/4" OR 1/8' SUP (SEE SCHEDULES ON SHEETS 17 & 18) HUH * ® �4" o.c. (SEE SCHEDULES 0 SHEETS 17 & 18) OOR (SEE SCHEDULES ON SHEETS 17 & 18) POURED CONCRETE OR GROUT F1LU=D— CONCRETE BLOCK 2" OR 1' 1 /2'• 1/4' V } ®4- O.C. 1 /2e, T /4" D ® o.c. r WAL/L OR OR 1 /8' SUP `J OR 1 /8- SUP 1/8-1 •.81 SUP TRAPPED MOUNT BUILD —OUT MOUNT / BUILD —OUT MOUNT SECTIONS 0-0 (PLAN INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILD SCALE: 1/4' — 1' SECTION _ Q—Q (PLAN) SECTION Q-0 (PLAN) ORIENTATION #1 ORIENTATION #2 WALL MOUNT END MULLION WALL MOUNT END MULLION (2) 2%4" OR 2"x6" STUDS (SEE SHEET 20) FLUSH MOUNT (WAL) (2) 2"x4" OR 2"x6" STUDS (SEE SHEET 20) WALL MOUNT INTERIOR 1 BUILD —OUT MOUNT SECTIONS 0'-0' (PLAN ,TION DETAILS INTO EXISTING WOOD BUI SCALE: 1/4" - 1' ORIENTA TRAPPED MOUNT INSTALLATION DETAILS INTO MULLIONS G,. G1, G2 SCALE: 1/4' = 1' ;�`�P.• ENs� No. 4416 = STATE OF • FCORIO 0, ® 2020 TILTECO INC. H.W. 3M. SL. Sta. 305. VIRGtM GMDe Phm1e : (305)871-15M . Fax , (305)M e—mail: tilteco0aol.com CA-0006719 WALTER A. TILUT Jr. P.E. X SEAL/SIGNATURE/DATE I FLORIDA Lic. # 44167 ,L aD 17-M { SHEET 8 OF 26 _K 5' A SECTION Wf STORM BARS SECTION P-P (PLAN) SCALE: 3/16" - 1" SECTION 0'—Q' (PLAN) ORIENTATION #1 WALL MOUNT END MULLION /—.7\* ORIENTAT WALL MOUNT END & FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Nautilus D�►M M.P. BY: Rolling Shutter System 06/8/2020 EXPERT SHUTTER SERVICES INC. Dare she S.W. WHITMORE DRIVE 20-064 PORT ST. LUCIE. FL 34984 DRAWING Na PHONE: (800) 749-9056 , FAX: (772) 871-0990 Tal 1/2" Min. E.D 3" Min. E.D.- 4" Min. E.D.- 1 /8" Min. EJ EDGE OF SLAB IF APpIJ� //� POURED CONCRETE (f'c=3 Ksi) 5" min. THICK REQUIRED ¢C14 (nw m z �0 OW J � O W U �w 1" Min. FOR 5 WIND ZONE --1 1-3 t II II u 2" Min. FOR If WIND ZONE - 11 4 11 II 11 1 II Min. -4SEPARATION TO 1 GLASS II(SEE SCHEDULES ONI II SHEETS 15 & 16) 1 II I I II II II I I II I I II I II I I 1/2" Min. E.D.�'�`�FOR 3/8"0 CALK -IN ANCHORS 3" Min. E.D----I-- FOR 1/4"0 SOLID -SET ANCHORS 4" Min. E.0 FOR 3/8.0 KWIK BOLT TZ EXPANSION ANCHORS 1/8" Min. E.D. FOR 5/16"0 TAPCON XL ANCHORS EDGE OF SLAB 5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT /IF APPLICABLE & 1 O.D.x0.06V GALV. STEEL WASHER CAD 24" o.c. 5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT & 1 "O.D.xO.060" GALV. STEEL WASHER 24" o.c. BOX POURED CONCRETE (f'c=3 Ksi) 5" min. THICK REQUIRED _ t SEE STEP 3 ON SHEET 14 FOR SPECIAL I N TREATMENT FOR WIND ZONES 1 THRU 3 z a mw mN �o � �w � W EXTERIOR X ¢w 2W 4" Min. (4) 3/8"0 CALK -IN ANCHORS OR (4) 1 /4"0 SOUD-SET ANCHORS OR (4) 3/8"0 KWIK BOLT TZ EXPANSION ANCHORS OR (4) 5/16"0 TAPCON XL ANCHORS 1- —,3"—.1 •• / 1n II II II II I I II I I II I I I 1" Min. FOR WIND ZONE - -� 1-3 t II 11 II 2" Min. FOR II I I I WIND ZONE --H 4 II Min. _ { SEPARATION TO GLASS II (SEE SCHEDULES,ON' II EXISTING --II SHEETS 15 & 16) GLASS II EX ING ----Ii j V "- GLASS S1 If I I (TYP. TOP/BOTTOM)II I �� II S S II (TYP. TOP/BOTTOM) II (TYP. TOP/BOTTOM) II I I 2 1/16 �4' Min. II I POURED CONCRETE-f/MIN. E.D E.D. II II (f'c=3 ksi) 5" min. THICK REQUIRED 5/16"0 TAPCONS XL W/ / lllllllllZzIVII,IFIII-IllllllVl111 2 1/4" Min. EMBEDMENT EDGE OF SLAB POURED CONCRETE-' EDGE OF SLAB VVHLL_ MUUIV (Yc-3 ksi) IF APPLICABLE 5" min. THICK REWD IF APPLICABLE 1/2" Min. E.D. 1/2" Min. E.D. 3/8"0 CALK -IN ANCHORS ���P�'� .,,.... (• �'0 3' Min. E.D. 3' Min. E.D: -�---FOR 1/4 0 SOLID -SET ANCHORS `�.�� L::::�4" Min. E.D. " Min. E.D.--�--FOR 3/8"0 KWIK BOLT TZ EXPANSIO(f ANCHOf2S �' F 1/8" Min. E.D---4-3"--4--3 1/8" Min. E.D. FOR 5/16"0 TAPCON XL ANCH09 N0. 44167 •••'� FLOOR TO CEILING / TRAPPED AND WALL MOUNTING: STORM BAR O -o'•, STATE OF SECTIONS V ,�D,c�• FCORIOP .�� SCALE: 3/16" = 1" ���/. Fs C' �:, .. , �: • .�� (4) ANCHORS* PER STORM BAR CONNECTION, SEE -TANI 2 ON SHEET 23 (Typ. TOP & BOTTOM) K EXTERIOR 2" 2"x2"x1/8"xO'-5" (6063-T6 ALLOY) ^ ALUMINUM ANGLE EA. SIDE W/ 2 (2) 1/4"0-14x3/4" ITW BUILDEX TEK SCREWS TO STORM BAR OK 5" (Typ. TOP & BOTTOM) SECTION S — S n MACHINE SCREW FULLY a " EMBEDDED INTO ANCHOR ° < ANCHOR 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). EXTERIOR (2) ANCHORS* PER STORM BAR CONNECTION, EE TABLE 3 ON SHEET 23 BEYOND (Typ. TOP & BOTTOM) (2) 3/8"0 CALK -IN ANCHORS OR (2) 1 /4"0 SOLID -SET ANCHORS OR �\ (2) 3/8"0 KWIK BOLT TZ EXPANSION—�� 1 " 4" ANCHORS OR 1" v (2) 5/16"0 TAPCON XL ANCHORS 1^ y r K EXTERIOR 2" ® 4 2"x2"x1/8"xO'-5" (6063-T6 ALLOY) 2^ ALUMINUM ANGLE EA. SIDE W/ S1 (2) 1/4"0-140/4" ITWUILDEX TEK (TYP. TOP/80TTOM) 5" , SCREWS TO STORM BAR UK (Typ. TOP & BOTTOM) 1 1/2"xI 1/2"xO.062"xCONT. ALUM. ANGLE W/ 5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT ® 24" ox. .E. SEAL/SIGNATURE/DATE 02020 TILTECO INC. 1L ECOINc. TILLIT TESTING do ENGINEERING COMPANY M5 Nw. 36m. st, sta. 309. MAMA GMDE s. Fl. 33161 Phone : (305)871-1530 . Fox : (305)671-t531 e-mail: tilteco®ool.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lie. # 44167 SECTION S1 — S1 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Na u talus ORAM M.P. BY: Roiling ShaHerSystesn 06/6/2020 EXPERT SHUTTER SERVICES INC. DATE 666 S.W. WHITMORE DRIVE 20-064 PORT ST. LUCIE, FL 34954 DRAWING No PHONE: (SOD) 749-9056 . FAX: (772) E71-0990 17-2" bn/MrA -&—I - ---I I SHEET 9 OF 26 Min. E.D. EDGE OF SLAB' IF APPLICABLE POURED CONCRETE) it (f'c = 3 ksi Min.) II 3" 8" Min. THICK REQ'D. II II II II II II II EXISTING I'll a. GLASS �111 1 " Z II Min. ON II II g ;s it :� to 11 F— C4 II z.47 II CV II In =N II �� II W !I = ocn �z 0 In �q Q/8 o W R/8 _ R 2In W EDGE OF IF APPL Min. E.D.- OR (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 ANCHORS ® INTERIOR MULLION (ORIENTATION #2). EDGE OF SLAB IF ILPIF AP CILPAP CABLE I.\ 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"O KWIK BOLT TZ EXPANSIO1 ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) 1 1 /2" G EXTEM 3"x3"x 1 /2"xO'-6" (6061—T6 ALLOY) Alum. ANGLE EA. SIDE W/ (2) 3/4"0 TteU BOLTS TO MULLION (2)& (1) 3/4"0 KWIK BOLT TZ 2- EXPANSION ANCHOR W/ 6" Min. EMBEDMENT 2" TO POURED CONCRETE (Typ. TOP & BOTTOM) SECTION X1-X1 W/ n * (END & INTERIOR MULLION) W/ ORIENTATION # 1) (6"x4") 3"x3"x1/2"x0'-4" (6061—T6 ALLOY) 4°- Alum. ANGLE EA. SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION G &r-Ar (1) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) 3 SECTION X1-X1 W/ 0 * � POURED CONCRETE (f c = 3 ksi Min.) (END & INTERIOR MULLION) 8" Min. THICK REQ'D. (W/ ORIENTATION j 1) EDGE OF SLAB ($°X4") IF APPLICABLE FOR (2) 3/4.0 KWIK BOLT TZ EXPANSION ANCHORS ® INTERIOR MULLION 10 (ORIENTATION #2). FOR (1) 3/4"0 KWIK BOLT TZ EXPANSI ANCHORS ® END AND INTERIOR bi ©& ® (ORIE TATION #1 &��': END MULLION 0(ORIENTAT`C'kywc1.•'LEimS FLOOR TO CEILING / TRAPPED MOUNTING: MULLIONS G OR a SECTIONS W 1 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION SCALE: 1/8" = 1" r No. 441 f STATE 0 i pc• FLORID •1 1 /2" I 3 4,1 EXTERIOR ALTERNATIVE SECTION X1-X1 W/ n . END & INTERIOR MULLION WZ ORIENTATION f 2 (4NC) 1 1/2" 1 EXTERIOR i i 4" EXTERIOR 2° 1 1/2° 2" 1 1/2- 3 x3"x1/2"x0'-8" (6061—T6 ALLOY) ,.1 / � — —V \ V V V 1 — 1 V 1) Alum. ANGLE EA. SIDE W/(2) 3/4"0 Alum. ANGLE EA. SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION & (2) THRU BOLTS TO MULLION Got & (1) 3/4"0 KWIK BOLT TZ EXPANSION 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR W/ 6" Min. EMBEDMENT TO ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & POURED CONCRETE (Typ. TOP & BOTTOM) BOTTOM) (END MULLION ONLY) (INTERIOR MULLION ONLY ALTERNATIVES SECTION X1-X1 W/ CG�1 {W/ ORIENTATION ; . 2) (4"Xg/1) * SIDE RAIL oD AND BOX NOT SHOWN FOR CLARITY T '�{•\ ���`� SEAL/SIGNATURE/DATE 0 2020 TILTECO INC. EL E C: O time. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 306, VIRMA CAME115. Ft. 33IrA Phone : (305)671-1530 . Fax : (305)671-1531 e—mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Uc. # 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Naut,rlus DRAM BY: RollingShuflerSystem 06/8/2020 EXPERT SHUTTER SERVICES INC. DATE 668 S.W. WHITMORE DRIVE 20-064 PORT ST. LUCIE, FL. 34984 DRAWING No PHONE: MOO) 749-9056 , FAX: (772) 871-0990 17_2µ n 4 SHEET 10 OF 26 M Min. E.D. EDGE OF SLAB(SEE SCHEDULE #1 _ IF APPUCABIf I 3n L I EXISTING.-`1I 11 GLASS wit zo II Min. JN II w II z= II U) II Cn II Fp II ® II II z� Q� N W II Q/8 or ,I z or I — En R'/8 W � n II II � � II II � n ® II II X 1 II (TYP. TOP/BOTTOM)II u ]I II II II II II EDGE OF' SLAB I Min. E.D. LL IF APPUCABLE (SEE SCHEDULE #1)� Min. E.D. 4) ANCHORS {SEE SCHEDULE #1)_1 SEE SCHEDULE #1) EDGE OF SLAB IF APPLICABLE APP III- CABLE 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 :G)�OR G1 Q/8 or R/8 or R'/8 1" 3"x3"x1/2"xO'-4" 1 (6061-T6 ALLOY) 3" Alum. ANGLE EA. 11 SIDE W/ (2) 1/2"0 THRU BOLTS I TO MULLION ©1 I 4" DMIOR I I 1 1%Z' G 1 s- EXTERIOR ALTERNATIVE SECTION X141-W/ �* - f 1 1/2- (4"x6" INTERIOR MULLION ONLY W/ ORIENTATION # 2) 1 1/2" SEE MAXIMUM©(INTERIOR) &(G1 (END & INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 1b- FOR INSTALLATION CASES 1. Ia & II ON SHEET 25. (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): 961 AUAION CASE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH 160.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0- MAXIMUM MULLION SPACING. SEE SCHEDULES #1 & #2 FOR ADDITIONAL SPECS. INSIALIATIOM 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 SCHEDULES #1 & #2 FOR ADDITIONAL SPECS. ID6fNU 11ON CASE R - 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. (2) ANCHORS I 3"x3"x1./4"xO'-8" 1 6"—"-�- 1'� (SEE SCHEDULE #2) 2" -N2" (6061-T6 ALLOY)ALTERNATIVE SECTION X1-X1 W/ :G1. Alum. ANGLE EA. SIDE W/ (2) 1 /2"0 THRU S4G1 - 3" a n BOLTS TO MULLION I (4 xS INTERIOR AND END MULLION W/ ORIENTATION # 1) (4) ANCHORS (SEE SCHEDULE #1 12 1 1/2' KKK• T T 1 1/2" 1 ALTERNATIVE SECTION X1-X1 W/* xi F(i;7x8" INTERIOR MULLION ONLY W/ ORIENTATION # 2) (WP. TOP/BOTTOM) 3"x3"x 1 /4"xO'-8" (6061-T6 ALLOY) Alum. 3„ ANGLE EA. SIDE W/ (2)-'-,. 1„ } 1/2.0 TH U BOLTS TO MULLION G1 KEDGE OF SLAB G IIF APPLICABLE Min. E.D. --II (SEE SCHEDULE #1H (4) ANCHORS POURED CONCRETE (SEE SCHEDULE #1) We = 3 ksi Min.) w SEE SCHEDULE #1. 1 1/2"----4"—►�--3"--�- ALTERNATIVE SECTION X1-X1 W/ G1 FLOOR TO CEILING / TRAPPED MOUNTING: MULLIONS n OR SECTIONS W 1 1(4nx8" INTERIOR AND END MULLION ONLY W/ ORIENTATION # 1) Q END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION a:.<<<i APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING I1OW4fift SCALE: 1 /8" = 1' * SIDE RAIL © AND BOX NOT SHOWN FOR CLARITY No. 44167 *� * ..,,'. STATE OF 0 F pP :.414��R SEAL/SIGNATURE/DATE SCHEDULE #1 SEE SCHEDULE #1. 1 1/2"----4"—►�--3"--�- ALTERNATIVE SECTION X1-X1 W/ G1 FLOOR TO CEILING / TRAPPED MOUNTING: MULLIONS n OR SECTIONS W 1 1(4nx8" INTERIOR AND END MULLION ONLY W/ ORIENTATION # 1) Q END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION a:.<<<i APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING I1OW4fift SCALE: 1 /8" = 1' * SIDE RAIL © AND BOX NOT SHOWN FOR CLARITY No. 44167 *� * ..,,'. STATE OF 0 F pP :.414��R SEAL/SIGNATURE/DATE SCHEDULE #1 INSTALLATION CASES MIN. SLAB THICKNESS ANCHOR TYPE & SIZE (TYP. TOP & BOTTOM) MIN. ANCHOR EMBEDMENT MIN EDGE DISTANCE FOR REQ'D. ANCHOR 3/8'0 HILT] INC HUS-H SCREW & 3/8"0 POWER FASTENER WEDGE -BOLT ANCHOR FOR©& © (INTERIOR) MULLIONS 2 1/2- 5 1/2- W/ ORIENTATION #2. 4' 1`1I /2"0 HILn INC HUS-H SCREW & 1/2.0 POWER FASTENER WEDGE- BOLT ANCHOR FOR ® (END & INTERIOR) MUWON 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 HILT] INC KWIK BOLT TZ ONLY FOR ©& INTERIOR MULLIONS 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 EDGE- BOLT ANCHOR SEE • NOTE ON SCHEDULE 1b' ON SHEET 25. VALID FOR END & INTERIOR MUWONS©& 3' 6' W/ ORIENTATIONS #1 OR #2. SCHEDULE #2 INSTALLATION CASES MIN. SLAB THICKNESS ANCHOR TYPE &SIZE (TYP. TOP &BOTTOM) MIN. ANCHOR EMBEDMENT MIN EDGE DISTANCE FOR REO'D. ANCHOR 11, la h II 4' 5/8.0 HILT[ INC HUS—H SCREW & 5/8.0 POWER FASTENER 2 1/2- 7 1/2- WEDGE—BOLT ANCHOR. 0 2020 TILTECO INC. 141 ECO �LTiC. TILLIT TESTING & ENGINEERING COMPANY 6305 N.W. 361h. S!, Ste. Jai. NRCWIA GARDENS. Fl. 3316E Phony : (3aS)871-1330 . Fax : (305)871-1531 e—mail: tiltecomaol.eom CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Llc. $ 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Nautilus DRWN AM .BY1 RollingShufferSysfem 06/e/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 SHEET 10A OF 26 /DNA\_ EDGE IF APPLICABLE 2"xMUWON DEPTHx1/8" Cont. ALUM. TUBE (TOP & BOTTOM) W/ 1/4"0x3/4" ITW BUILDEX TEK SCREWS 7 3/4" 5/16"0 TAPCONS XL W/ 2 1 /4 W/ 1" O.D.xO.060" GALVANIZED STEEL MIN. E.D. 2 1/6" Min. EMBEDMENT ® 24 o.c. WASHER ® 24" o.c. Min. E.D 1 1/2" I r EDGE IF APPLICABLE 4" EDGE IF APPLICABLE CONTINUOUS POURED I ; : 7 3/4" Min. EJD. " 2„ 1 7CONCRETE (f c = 3 ksi Mn.) \ 10" 2 — — — — 8" Min. THICK REQ'D. \ I 7 3/4" Min. E.D. 2" _ I 2" ._ 2" END CAP 2" POURED CONCRETE Lj 7 3/4" I (f'c = 3 ksi Min.) POURED CONCRETE a. 8" Min. THICK REQ'D. EXiEItI�R f'c = 3 ksi Min.) 4" DMIQR � Min. E.D. � I EQ. EQ. I ( ) 4" I 8" Min. THICK REQ'D. o EXTERIOR Q� @OR G1 I' I I 2" G .OR G1 2� 4,. G OR G1 N N ®II _ 11 I I 2„ 7 3/4" Min. E.D. 2" = to Q/8 Or II Q/8 OP 7 3/4" Min. E.D. \ 1 '— II r-x4.'x3/ \;4"x4"x3/8R/8 Or p I I R/8 Or �� _ _ y8" (6061—T6 ALLOY) 7 (6061—T6 ALLOY) Rs/8 ii I I R'/8GLE EA. SIDE. EDGE IF APPLICABLE J Alum. ANGLE EA. SIDE. z z EDGE IF APPLICABLE a (n � II 1" z o EXISTING �rMin. I I U (WALL MOUNTED SHOWN, MAY N SECTION X2-X2 W/ , OR �* ALTERNATIVE SECTION X2-X2 W/ & OR GG * o = GLASS �I ALSO INSTALLED TRAPPED MOUNTED j N II I I PER SECTION R'—R' ON SHEET 8. (END & INTERIOR MULLION)' II I I ) (END & INTERIOR MULLION) �W f ORI(W/ ORIENTATION k 2) W ORIENTATION 1) ;# g W \ 1/1 s" \\�\ (4 x6 or 4 x8 ) 2 v / " / " (6"x4" or 8" x4") Min. E.D 1" 1 1 2 x1 1 2 x0.062"xCONT. ALUM. 7 3/4" ANGLE W/ 1 /4" 0x3/4" ITW BUILDEX g MIN. E.D. TEK SCREWS 0 24" , ox. TO TUBE. \ _ I 1 1 /2" * SIDE RAIL QD NOT SHOWN FOR CLARITY 7" CONTINUOUS POURED I 10" CONCRETE (f'c = 3 ksi Min.) 7" 8" Min. THICK REQ'D. X2 _ X2 (TYP. TOP/BOTTOM) 1 1 /2" 1 1 /2" (Typ: TOP/BOTTOM) I 7 3/4" 4"x4"x3/8"xO'-10"(6061—T6 ALLOY) Alum. ANGLE MIN. E.D. EQ EQ EA. SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION & (2) 3/4.0 KWIK BOLT TZ EXPANSION ANCHOR III ��f FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) \ W/ 5" Min. EMBEDMENT TO POURED CONCRETE IV \ ` WALL. (TYP. TOP & BOTTOM). `������"�•w� �%� /'///� O 2020 TILTECO INC. DRAWN BY: EDGE IF APPLICABLE �� Q`,•' � �i Nautilus WALL MOUNTING: MULLIONS •n-OR/rILIECO. Ro1HngShuiferSWem 06/8/2020 Nc. DATE' POURED CONCRETE WALL = No. 4416EXPERT SHUTTER SERVICES INC. TILLIT TESTING &ENGINEERING COMPANY 6355 N.W. 36th St. Ste. 305, VXGM GNaRNS. FL 33166 668 S.W. WHITMORE DRIVE SECTION W-2 __'' : 7�r f/ 'Z�yt� Phw:e : (3os�71-1530 . Fax : (3osJe71-1531 20-064 PORT ST. LUCIE, FL. 34984 '��,�t'• STATE 0 ;•� e-mail: tilteco®a0l.com PHONE: (800) 749-9056 , FAX- (772) 671-0990 DRAWING No END & INTERIOR WALL MOUNTED MULLION INSTALLATION , CA-0006719 i "r ••• �` WALTER A. 1TLUT Jr. P.E.rtv. Nx . oFseeav:roN oAR o�v. No oexternoN ora[ SCALE: 1 /8" = 1" i/ O�CC • . , 0 R l D ., • `e / / FLORIDA Llc. 44167 o:o n-zw [ a SHEET 1 1 OF 28 SEAL SIGNATURE DATE 2 a CONTINUOUS POURED 1 7 1/2" CONCRETE (f'c = 3 ksi Min.) Min. E.D. _" . -- — - - - -- n1.. EXISTING �rMin. GLASS 1 II CONCRETE (f'c = 3 sTc EDGE IF APPLICABLE 1/4"Ox3/4" ITW BUILDEX TEK SCREWS W/ 1" O.D.4.060" GALVANIZED STEEL WASHER ® 24" o.c. EDGE IF APPLICABLE —� — 7 1/2" Min. E.D. T 2" POURED CONCRETE (f'c = 3 ksi Min.) 6" Min, THICKNESS REQ'D. 7 1/2" Min. E. -I _ EDGE IF APPLICABLE -Z 2" 4" EXTERIOR OR @ 4"x4"x1/4" (6061—T6 ALLOY) Alum. ANGLE EA. SIDE. ALTERNATIVE SECTION X2-X2 W/ G OR (INTERIOR MULLION) (W/ ORIENTATION # 2 (4"x6" or 4'A") (WALL MOUNTED SHOWN, MAY BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'—R' ON SHEET 8.) 1 1 /2"x1 1 /2"xO.062"xCONT. ALUM. ANGLE W/ 1/4"00/4" ITW BUILDEX TEK SCREWS @ 24" o.c. TO TUBE. .4"x4"x1/4"xO'-6"(6061—T6 ALLOY) Alum. ANGLE 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). 11 Ili WALL MOUNTING: MULLIONS (G� OR G� POURED CONCRETE WALL SECTION W 2 OEND & INTERIOR WALL MOUNTED MULLION INSTALLATION APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING SCALE: 1/8" = 1" No. 44167 STATE nF EDGE IF APPUCABLE1 7 1/2" Min. E.D. I POURED CONCRETE (f'c = 3 ksi Min.) 6" Min. THICKNESS REQ'D. 7 1/2" Min. E.D. EDGE IF APPLICABLE J n 4"x4"x 1 /4" (5061—T6 ALLOY) Alum. ANGLE EA. SIDE. ALTERNATIVE SECTION X2-X2 W/ (G-)* (END & INTERIOR MULLIONS) (W Z ORIENTATION #- 1). $) ) O SEE 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): INSTALLATION CASE r — RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 P.M. 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 Ir — COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILT[ INC KWIK BOLT TZ ANCHORS. * SIDE RAIL DQ NOT SHOWN FOR CLARITY FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) R-M i/4"0 KWIK BOLT EXPANSION ® END MULLION ONS #1 & #2). i/4"0 KWIK BOLT TZ EXPANSION ® INTERIOR MULLION ON #2). NCRETE ;I Min.) ;K REQ'D. 5/4"0 KWIK BOLT TZ EXPANSION ® INTERIOR MULLION ON #2). i/4"0 KWIK BOLT{4 ANCHORS ® END MULLION�� (ORIENTATIONS #1 & #2).e��Q�, •.•• FLOOR TO CEILING / TRAPPED MOUNTING: _TING : MULLION G? . SECTION W-3 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION SCALE: 1/8" = 1" �.�G ENsF No. 4416 -off•• , •,�� per. STATE OF "4 0 R kD3 • �����icsS%� ni n i F 3"x3"x 1 /2"x0'-4" (6061-T6 ALLOY) Alum. 1 1 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) ,/ 7 SECTION X3-X3 W/ (END MULLION ONLY) (Wf ORIENTATION # 1 (7"x4") .^�;11litito] 1 1/2" / 3 1 /2"-7�-"-3 1 /2" 3"x3"x1/2"xO'-7" (6061-T6 ALLOY) Alum. ANGLE EA. SIDE W/2) 3/4"0 THRU BOLTS TO MULLION P3 & (1) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) .(END MULLION ONY) ALTERNATIVE SEC Alum. ANGLE EA. SIDE W/2) 3/4"0 THRU BOLTS TO MULLION P3 & (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) X3-X3 W/ (4"x7 ") * SIDE RAIL QD AND BOX NOT SHOWN FOR CLARITY. FLORIDA BUILDING CODE Hurricane Zone) 7rm Min. E.Q. Min. E.D. EDGE OF SLABr`(SEE SCHEDULE #1) ("(SEE SCHEDULE #1)-1 OF SLAB PPLICABL IF AP IF APPLICABLE II3^ 3"x3"x1/4"x0'-7" 1" 5„ 1" II II POURED CONCRETE (6061-T6 ALLOY) II t} (f'c = 3 ksi Min.), Alum. ANGLE EA. SIDE II I SEE SCHEDULE #1. W/ (2) 1/2"0 THRU BOLTS TO MULLION © 3" EXISTING I 2" D(TEWOR W GLASS n 1" Min. •G3, Z I G3 —4z ^ o PII toII II I EXMOR r (4) ANCHORS --` 7" �� I (SEE SCHEDULE #1) zrcn a I. �o ® l o a Q'/8 II QP/B ALTERNATIVE SECTION X3-X3 W/ G . Z J LW/ ORIENTATION #1 2) Q w IF ii �� (2 x7 INTERIOR MULLION ONLY) cn o En II 11 i w It • SIDE RAIL (p AND BOX NOT SHOWN II I FOR CLARITY. x ® l X3 ii X3 (Tr. TOP/BOTTOM)li it, I (TYP. TOP/BOTTOM) jj POURED CONCRETE (f'c = 3 ksi Min.), II 1" SEE SCHEDULE #1. EDGE OF SLABI' LEDGE OF SLAB IF APPLICABLEL IF APPLICABLE Min. E.D. Min. E.D. �� (SEE SCHEDULE #1) (SEE SCHEDULE #1) FLOOR TO CEILING / TRAPPED MOUNTING: MULLIONS G3 SECTION W 3 v Q INTERIOR TRAPPED MOUNTED MULLION INSTALLATION No. 441 APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING ISTOLLATIONS SCALE: 1/8' = 1' "�'...STATE 0 R19 SEE MAXIMUM © (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 f100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING. SEE SCHEDULE 11 FOR ADDITIONAL SPECS. SCHEDULE #1 INSTALLATION MIN. SLAB THICKNESS ANCHOR TYPE & SIZE MIN. ANCHOR MIN. EDGE DISTANCE FOR CASES REQ'D. (TYP. TOP &BOTTOM) EMBEDMENT ANCHOR 3/8"0 HILT] INC HUS-H I 4" SCREW3/8 0,POWER FASTENER 2 1/2" 5 1/2" WEDGE- BOLT ANCHOR 4" 1/2"0 HILT) 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 Eriah Velocity Nurricona ZonA) n •'���i� F 6 F '• = • ,• • Cam_ d -. SEAL/SIGNATURE/DATE 0 2020 TILTECO INC. C G COMPANY TILUT TESTING do ENGINEERING COMPANY e355 N.W. 31r St.. Ste. 3a5. VIBtD1oA G4RfIkNS. n. 33186 Phone : (30S)871-lam . Fas : (3(IS)s7t-ts3t e-mail: ulteco®acl.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 +� "J�'/ QicfrWas Rolling Shutter System DRAWN BY: M.P. 06/8/2020 DATE EXPERT SHUTTER SERVICES INC. 668 S.W. WHITMORE DRIVE PORT ST. WCIE, FL 34984 PHONE: (B00)•749-0036 , FAX: (772) a71-0990 20-064 DRAWING No rQv. N. D6CM►II011 DATE iRv No Dl7L11Qng1 DATE SHEET 12A OF 26 MIME i a = AL tx- \\< i11111111�`, EDGE IF APPLICABLE \ \' rN 2 1 /6" 7 3/4" Min. E.D MIN. E.D. I w ZCD O N N N Z .q� N in t- �w Oin = l_ ZZ ¢0 (L w N J Z� 00 J w w �n g 1 1/2- 2"xMULUON DEFTHx1/8" Cont. �ALUM. TUBE (TOP & BOTTOM) W/ 5/16"0 TAPCONS XL W/ 2 1 /4" �\ Min. EMBEDMENT CAD 24" o.c. � CONTINUOUS POURED-� CONCRETE (fc = 3 ksi Min.) 8" Min. THICK REQ'D. 7 3/4" NOTCH WE Min. I E.D. (TYP. TOP 11 ill jr-Min. II II EXISTING,' GLASS II II G2 it ® u II n QQ'/8 u Min. E.D 7 3/4" MIN. E.D. CONTINUOUS POURED, CONCRETE (f'c = 3 ksi Min.) 8" Min. THICK REQ'D. X4 (r'p- Tor/'0TTOM) 11 1 1 /2" T- 7 3/4" MIN. E.D. EDGE IF APPLICABLE 0 10" 4" `-- END CAP I l 1/4"00/4" ITW BUILDEX TEK SCREWS W/ 1" O.D.x0.060" GALVANIZED STEEL WASHER ® 24" o.c. l] (WALL MOUNTED SHOWN, MAY BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION Q'-Q' ON SHEET 8.) EXTERIOR I Q9/8 1" L1 1/2"x1 1/2"xO.062"xCONT. ALUM. ANGLE W/ 1/4"Ox3/4" ITW BUILDEX TEK SCREWS @ 24" o.c. TO TUBE. 1 1 /2" 10" in _I I X4 1 1 /2" (TYP• TOP/BOTTOM) `4"x4"x3/8"x0'-10"(6061-T6 ALLOY) Alum. ANGLE SIR11 jE(I--,LEQ- EA, SIDE W/ (2) 3/4"0 THRU BOLTS TO MULUO�Q� 4"- & (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHq* "� , . • • � • • . W/ 5" Min. EMBEDMENT TO POURED CONCRAP\:•'' �CE� WALL. (Tr?. TOP & BOTTOM). WALL MOUNTING: MULLION Na. 441 POURED CONCRETE WALL END & INTERIOR WALL MOUNTED MULLION INSTALLATION SCALE: 1/8" = 1" ,O.. STATE �.c�' 0RIt 111111l1! EDGEIFAPPUCABLE� I 7 3/4" Min. E.D. POURED CONCRETE We = 3 ksi Min.) — 8" Min. THICK REQ'D. 7 3/4" Min. E.D. EDGE IF APPLICABLE 4" 4" EXTERIOR 4"x4"x3/8" (6061-T6 ALLOY) Alum. ANGLE EA. SIDE. SECTION X4-X4 W/ (G_�) * END & INTERIOR MULLION) (W/ ORIENTATION 2) (4"x7" ) * SIDE RAIL (D) NOT SHOWN FOR CLARITY FLORIDA BUILDING CODE (Non High Velocity Hurricane EDGE IF APPLICABLE- 4 3/8" Mina, E.D MIN. E.D. 1" 3 1/2" 2"xMULLION DEPTHx1/8" Cont. ALUM. TUBE (TOP & BOTTOM) W/ 5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT @ 24" o.c. 1/4"Ox3/4" ITW BUILDEX TEK SCREWS W/ 1" O.D.4.060" GALVANRED STEEL WASHER ® 24" o.c. 4 3/8" Min. E.D. \\\\\\\\\\\\ \ I w END CAP CONTINUOUS POURED i z CONCRETE (f'c = 3 ksi Min.) it O 8" Min. THICKNESS ► V, g N REQ'D. �I Min. I Z= II r o II II II (WALL MOUNTED SHOWN, MAY E! a EXISTING II I D. , BE ALSO INSTALLED TRAPPED w GLASS __-11 I MOUNTED PER SECTION Q'—Q' a o ii ON SHEET 8.) �w o II DWIOR J W II I g Q9/8 li' Q'/8 xa i 1 Min. E.0 L-1 1/2"x1 1/2"xO.062'.'xCONT. ALUM. 4 3/8' -+ ANGLE W/ 1 /4"Ox3/4" ITW BUILDEX MIN. E.D. TEK SCREWS @ 24" ox. TO TUBE. X4 (TYP. TOP/BOTTOM) 3 1 /2" 1" 4 3/8" T— MIN. E.D. EDGE IF APPLICABLE (TYP. TOP/BOTTOM) 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) (W% ORIENTATION. 2. (2"0„) O SEE MAXIMUM © (INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & 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. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS—H OR POWER FASTENERS WEDGE —BOLT ANCHORS. } - INSTALLATION CASE W — COMMERCIAL APPLICATION FOR f 100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" \\ W% 3/8-0 KE EMBEDMENT TOPO URED CONCRETE MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO Min. CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. WALL. (TYP. TOP & BOTTOM). CONTINUOUS POURED CONCRETE (f'c = 3 Id Min.) 8" Min. THICKNESS REQ'D. WALL MOUNTING: MULLION; POURED CONCRETE WALL SECTION'W-4 Q INTERIOR WALL MOUNTED MULLION INSTALLATION APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING SCALE: 1 /8" = 1 " `�?• \,\CENs No. 44161 -fl'•, Y i STATE OF Amr'. * SIDE RAIL (D NOT SHOWN FOR CLARITY s$ 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, lb & lb') THRU IC ON SHEET 15 TO DETERMINE, BASED ON AN 112" BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP (in), ANCHOR TYPE AT SIDE RAILS; A.S.D. DESIGN PRESSURE RATING (p.s.f.); THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN "L" ft . 2. ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25 & 26 W/ A.S.D. DESIGN LOAD; MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING (MAX., 12', V OR T), AND DETERMINE MAXIMUM MULLION SPAN (HEIGHT) W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN (©,©, © & ©), MULLION TYPE & MULLION ORIENTATION. • ENTER A.S.D. DESIGN PRESSURE RATING: SEE STEP (1) ABOVE. • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: LmAx: THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1/2" SLAT SLIP MAY BE USED, FOR A GIVEN A.S.D. DESIGN PRESSURE RATING. • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ic: PROVIDES SEPARATION TO GLASS FOR PRODUCTS W/O OR W/ STORM BARS (SEE STEP 4). STEP 3: OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va. Vb & Vb' ON SHEETS 16 THRU 18. ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE, SUBSTRATE, MOUNTING TYPE, A.S.D. DESIGN PRESSURE RATING & SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING (INCHES ON CENTERS). SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. STEP 4: IF PRODUCT INSTALLATION INCLUDES STORM BARS, MULLIONS OR STORM BARS & MULLIONS, THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. PROCEDURE 4a: IF STORM BARS ARE USED. 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON CHART Ic, ON SHEET 15, IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE 1 ON SHEET 22 W/ A.S.D DESIGN LOAD; STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3 ON SHEET 23, WITH A.S.D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP & BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A & D) OR REMOVABLE (ANCHORS B & C) INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. No. 4416 ­0'• STATE OF 3. SEE SHEETS 10, 10A, 11, 11A, 12, 12A, 13 & 13A FOR REQUIRED MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEILING (TO Dj.OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE G , G & ). PROCEDURE 4c: IF BOTH STORM BARS & MULLIONS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALL BE BASED ON CHART Ic, ON SHEET 16, 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 la 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 (®,d ,® & ©), 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. O 2020 TILTECO INC. TIWT TESTING ENGINEERING COMPANY 8355 N.W. raft 5l.. Ste. 305, NRGMN GAFDENS. F6 33181 Phone : (305)e71-1530 . Fm:: (305)871-1531 e—mail: Ulteco0aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 FLORIDA BUILDING CODE Nautilus Rolling S6>otter Sqstem EXPERT SHUTTER SERVICES INC. 668 S.W. WHITMORE DRIVE PORT ST. LUCIE. FL 34984 .PHONE: (800) 749-9056 , FAX: (772) a71-0990 Hurricane Zone' 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.fl, PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/ OR W/O CHART Ia CHART Ib CHART Ib' CHART IC USE MAXIMUM VALUE BETWEEN POST K AND NErA71VE AS.D. LOAD USE MAXIMUM POSmvE AS.D. LOAD VALUE 3/8'10 KWIK BOLT 3 ANCHOR POURED CONCRETE 5/16"o TAPCON XL ANCHOR TO POURED CONCRETE 5/16" o TAPCON XL ANCHOR TO GROUT FILLED CELL CONCRETE BLOCK MAX. DESIGN MAX. SLAT SPAN "L'. (FT) MAX. SLAT SPAN 'LMAX,' (�) MAX. SLAT SPAN 0L" (�) REQUIRED MIN. SEPARATION TO GLASS MEASURED TO BACK OF SLAT (in) "RESSURE RATING (psf) WALL MOUNT SEE NOTE * TRAPPED MOUNT SEE NOTES * BUILD -OUT Y UNT W � � SEE No: * BUILD -OUT MOUNT W/ 0 SEE NOTES 1k WALL MOUNT SEE NOTES :k TRAPPED MOUNT SEE NOTES >fe BUILD -OUT M Ni a, 5 SEE NOTES * BUILD -OUT MOUNT W/ E© SEE T W/ * WALL MOUNT SEE UNT * TRAPPED MOUNT . s� NG� * BUILD -OUT M,�Ni U'J g 9 SEE NOTES >Ic BULLp-0ur MOUNT W/ E � NOTES W 0 STORM BARS / ND ZONESIMND ZONE 1-3 4 W W/ STORM BARS WIND ZONESWIND ZONE 1-3 4 30.0 35.0 40.0 45.0 50.0 55.0 60.0 65.0 70.0 75.0 80.0 85.0 90.0 95.0 100.0 105.0 110.0 115.0 120.0 125.0 130.0 135.0 140.0. 145.0 150.0 155.0 180.0 20'-0" 20'-0" 20'-0" 207-0' 20'-0" 20'-0" 197-5" 18'-4" i 7' -4" p i6'-6 157-9" 15 -0" 14'-2" 13'-5" 12'-9" 12'-2' 11'-7" 11'-1" 10'-8" 10'-2" 9'-10" 9'-5" 9'-1" 8'-10" 8'-6" 8'-3" 8'-0" 15'-4" 15'-3" 15'-2' 15'-0" 14'-10" . 14'-8" 13'-9" 12'-11" 12'-1' r n 11 -7 11'-0" n 10'-6 10'-1" 9'-8" 9'-4" 9'-0" 8'-8" 8'-5" 8'-1" 7'-9" 7'-6" 7'-2" 6'-11" - - - - 20'-0" 20'-0" 19'-7" 18,-0" 16'-9' 15'-8' 14'-9" 13'-11" r 13 -3" 1 p 12 -7 12'-0" . p 11 -7 11'-2" 10'-9" 10'-5" 10'-1" 9'-9' 9'-6" 9'-3' 9'-0" 8'-9' 8'-6" 8'-4" 8'-2" 8'-0" 7'-10" 7'-8" 20'-0" 18'-0" 16'-6" 15'-3" 14'-2" 13'-4" 12'-7" 11'-11" 11'-4' r p 10 -10 10'-5" r n 10 -0 9'-8" 9'-4" 9'-1" 8'-9" 8'-6" 8'-4" 8'-2" 7'-11" 7'-9" 7'-7" 7'-5' 7'-3" 7'-2" 7'-0' 6'-10" 20'-0" 20'-0" 20'-0" 20'-0" 19'-1" 17'-9" 16'-9" 15'-9" p 15'-0 n 14'- 3 13'-7" w 13'-0 12'-6' 12'-0" 11'-8" 11'-3" 10'-11" 10'-7" 10'-3' 10'-0" 9'-9" 9'-6" 9'-1" 8'-10" 8'-6" 8'-3" 8'-0" 15'-4" 15'-0" 14'-5" 14'-2" 13'-1" 12'-4" 11'-8" 11'-0' I " 1 U -6 1 " 10 -0 9'-5' r n 9 -3 8'-10" 8'-5' 8'-4" 8'-0" 7'-10" 7'-8' 7'-5" 7'-2' 7'-0' 6'-10" - - - - - 20'-0" 19'-0" 17'-4" 16'-0" 14'-10' 13'-11" 13'-2" 12'-5" p 1 i'-10 r n 11 -4 1O'-10" p 10'-5 10'-1" 9'-9" 9'-5" 9'-2" 8'-10" 8'-8" 8'-5" 8'-2' 8'-0" 7'-10' 7'-8" 7'-6" 7'-4" 7'-2" 7'-1 " 18'-0" 16'-3' 14'-10" 13'-9" 12'-10" 12'-1" 1 V-5" 10'-11' I p 10'-4" 9'-11" 9'-7" 9'-3" W-11' 8'-7" 8'-4" 8'-2" 7'-11" 7'-8" 7'-6" 7'-4" 7'-2" 7'-1" W-11' - - - - 20'-0" 20'-0" 18'-11 17'-4" 16'-2" 15'-0" 14'-2" 13'-4" I n 12 -9 r r 12 -0 11'-7" r 11'-2 10'-9" 10'-4" 10'-0' 9'-8" 9'-3" 9'-0" 8'-11' 8'-8" 8'-5" 8'-2" 8'-0' _ 7'-10" 7'-9" 7'-7" 7'-5" 15'-4" 15'-0' 14'-5" 14'-2" 13'-1" 12'-4' 11'-8" 11'-O" r 10'-6 n 10'-0 9'-5" . w 9 -3 8'-10" 8'-5" 8'-4" 8'-0' 7'-10' 7'-8'__ 7'-5" 7'-2" 7'-0' 6. _10* - - - - - 18,-0". 16'-3" 14'-10" 13'-9" 12'-9' 12'-0" 11'-4" 10'-10" I " 10'-4* 9 r r -10 9'-3" 1 9 -0" W-10" 8'-6" 8'-3" _ 8'-0" 7'-9" 7'-8' 7'-5' 7'-3" 7'-2" 7'-0" 6'-10" - - - - 15'-6' 14'-0" 12'-9" 12'-0' 11'-0" 10'-6" 10'-0" 9'-6" 1 9 -0" 1 8-10. 8'-6" r 8 -3' 8'-0" 7'-9" 7'-6p 7'-4" 7'-2" 7'-0" W-10" 6'-8' 6'-6" 6'-5" 6'-4" - - - _ 1' 1' 1" 1" 1" 1" 1" 1' p 1 r 1 1" p 1 1" 1' 1" 1" 1' 1" 1" 1" 1' 1' 1" 1" 1" 1 " 14 1/2" 14 1/2" 14 1/2" 14 1/2" 14 1/2" 14 1/2' 14 1/2' 14" 13 1/2" " 13 1/2 13" 6' 7" 6' 7' 6" 6' 6" 6" 7' 7' 7' 7" 6' 6" 6" 7' 7'. 7' n 6 6" ' 7 7' 13' 12 1/2" 12 1/2' 12" 11 1/2" 11 1/2" 11 1/2" 11" 11' 10 1/2- 10 1/2' 10 1/2" 10" 10" 10" 10" 6" 6" 6' 6" 7" 7' 7' 7" 6" 7" 6" 6' 6" 6" 7" 7" 77 7" 6" 6" 7' 7" 6' 6" 7' 7' 6" 6" 6" 7" 7" 7" 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 3/800 KWIK BOLT 3 ANCHOR OR 5/16"0 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. - F - r�ol .04- No. 44167 -a STATE OFOMD E. SEAL/SIGNATURE/DATE 02020 TILTECO INC. IL ECO ANC. TILUT TESTING & ENGINEERING COMPANY 5355 N.W. 361h. 5L. M 3a5. VRMNA CARMT, FL 33166 Phww : (= 871-T530 . Fax: (3C5)871-1531 e-mail: tiltecomaol.cam CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44161 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Na u ' Rollfngshutters'rstem DRAWNBY: 06/6/2020 DATE EXPERT SHUTTER SERVICES INC. 668 S.W. WHITMORE DRIVE PORT ST. LUCIE, FL 34984 PHONE: (900) 71-9056 FAX: (772) 871-0990 20-064 DRAWING No .No ORCI9MM WE 1✓ZV. 1b DkS�igN 0111E SHEET 15 OF 26 1 OW 17-244 ' PIAM2 FOR A GIVEN MAX. ANCHOR'S SPACING SCHEDULE Vb UTTER MOUNTING TYPE, W/ 5/16" O TAPCON XL ANCHORS TIC A.S.D. DESIGN LOAD & SLAT SPAN RANGE t WALL MOUNT �, SLAT SPAN RANGE DEM PFASSURERAM RANGE(Def) 0'-4' t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16' t > 16'-20' t .5 30.0 8" 8" p 8° 8" 8" 8" 7 1/2- 5 1 /2" >31-40 8" 8" 8" 811 8" 8" 6„ 4" >41-60 8" 8" 8" 8" 8" 6" 4" 3 3/4" >61-80 8" 8" 8" 8" 7" 4 1/2" 3 3/4" — >81-105 8" 8" 8" 6 1/2" 5" 3 3/4" 3 3/4" — >106-120 8" 8" 8" 5 1/2" 4 1/2" 3 3/4" — — >121-140 8" 7 1/2" 6" 4 1/2" 4" 3 3/4" — — >141—tso 8" 6" 5" 4" 4" — — — TRAPPED MOUNT Hsu SLAT SPAN RANGE 0EM P M0'-4' RANGE(PsO t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16' t > 16'-20' t s 30.0 6" 6" 6" 6" 6" 6" 6" 5 1/2" >31-40 6" 6" 6" g" 6" 6" 5 1/2- 4 1/2- >41-60 6" 6" 6" 6" 6" 5 1/2" 4" 4" >61-80 6" 6" 6" 6" 6" 4" 4" — >81-105 6" 6" 6" 6" 4 3/4" 3 3/4" 3 3/4" — >106-120 6" 6" 6" 5" 4" 3 3/4" — — >121-140 1 6" 6" 5 3/4" 4" 3 3/4" 3 3/4" — x— >141-160 6" 6" 5"1 3 3/4" 3 3/4" — — — BUILD -OUT MOUNT WALL SLAT �--SPAN� C SLAT SPAN DEFINITION t NOTE: MAX. SLAT SPAN FOR A GIVEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. � , SLAT SPAN RANGE DESW PRISSURE0'-4' t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16' t > 16'-20' t ���) 0 O ® E O O E •E) s 30.0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 5 1/2- 5 1/2- 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" a 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" — 13 3/4" 3 3/4" — — — — >81-105 6" 6° 6" 6° 6" 6" 6" 6" 5 3/4 4 1/2" 4 1/2" 3 3/4 3 3/'4" 3 3/4" 3 3/4" 3 3/4" 3 3/4" — — — — — — — >106-120 6" 6" 6" 6" 6" 5 1/2 5 3/4" 5 3/4 4 1/J:4: 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 3/1 2" 4 1/2" 3 3/4 3 3/4" 3 3/4" > 141-160 . 6" 6" 5" 4 1 /2" 4 1 /2" 3 3/4' 4" 1 4" 1 — 4" A 4" — 3 3/4" 1 3 3/4" — — — — — — — — — FLORIDA BUILDING CODE (Hon High Velocity Hurricane ``��P • \,\C ENSF No. 4416' ��. STATE OF NAL SCHEDULE VC: V_ x FORCES (Lb/FT)& Vy FORCES (Lb/FT) ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM SLAT SPAN RANGE A.S.D. 0 —4 > 4 —5 > 5 —6 > 6 —7 , > 7 —9 > 9 —12 > 12 —16 , > 16 —20 DESIGN PRESSURE RATING (psf) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy <_ 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 — — >106-120 313 240 728 300 881 360 1345 42-0 1587 540 2112 640 — — — — >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — -- — — >141-160 781 320 1186 400 1322 480 1873 560 1740 640 — — — — — — SLAT ~SPAN C * NOTE: SLAT SPAN DE INITION IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEET FOR Vx & Vy VALUES. Vy SIDE RAIL ----�VX Vy FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) \�`�jl(jl)1fi}y//��lj' •� •' / \�Cj EN 1S �� '�� © 2020 TILTECO INC. �% r Naut�i w7 DRAWN BY: M.P. RolngShufferSystem =1LC 06 6 202016N0.44 TILLT TESTING & ENGINEERING. COMPANY EXPERT SHUTTER SERVICES INC. DATE Ki KJ S -o'., STATE OF r SM HA astn. St., st.. 305. H MIA CM106, ". 33165 666 S.W. WHITMORE DRIVE Phone : (305)871-1530 . Fax : (305)871-1531 ti0006719 e0l.com PORT ST. LUCIE FL 34984 20-064 DRAWING No CA -e-mail: y v � PHONE: (800) 749-8058 ,�FAX: (n2) 871-0990 �i Q R �� '! �� — WALTER A. TILLIT Jr. P.E. o►a iay. xo o7ts�non oA1[ FLORIDA Lic. 111 44167 ow 17-!t /a '�y,'cFs' • • C?��� SHEET 19 OF 26 . SEAL/SIGNATURE/DATE 2 e •�/111111119iE111114���• SLAT PERFORMANCE CHART Ibl & ICI: (ONLY VALID FOR 112" SLIP) FOR A GIVEN MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.&Q AND PRODUCT MOUNT CONDITION FOR INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW CHART Ib 1 CHART IC 1 UK BEi!!ff!t USE MAXII`AlN POSITIVE A.S.D. LOAD VALUE 5/16"0 TAPCON XL ANCHOR N DESIGN R G .) MAX. SLAT SPAN 'L •' (ft) MR SevpAw M D TO BACK OF SLAT in M (sZE NotEse) BUILD -OUT w/w/ sE� NDt>:sQv 4 r (s1E ND1Ese) W/0 STORM BARS Wltm wlw4zoNE L45.0*ft 10'-0" 1o'-0" 10'-0" 1" 7 1/2' 10'-0" 10'-0" 10'-0" 1" 7 1/2- 10'-0" 10'-0" 1O'-0" 1" 7 1/z- + 10'-0" 10'-0" 10'-0" 1' 7 1/2' S 10'-0" 10'-0" 10'-0" 1' 7 1/2' « 10'-0" 10'-0" 1' 7 1/2" 60.0 «+ 10'-0" 10'-0" 10'-0" 1" 7 1/2" SLAT PERFORMANCE CHART IIIl: (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 IIIbI CHART IIIC1 USE MAMN VAIJIE BOWEDI FOW USE WXIMIUM A. D j�p VALUE 5/16" TAPCON XL ANCHOR MAX. A.S.D. DESIGN. PRESSURE RATNG (P•S•f•) MAX. SLAT SPAN •LIMAX• (FT) REIQUIRED MIN. SEPARATION 70 GLASS MESLIM TO BACK OF. SLAT 00 WOLL L40tw (SEE NOTESA) BtnLD -ouT MOUIC W/ SEE (MM A) BALD-0Ur Mouw/ (SEE NOTES A) W/0 STORM BARS - _ WMI-Z3a+Es wDm4 ONE 30.0 • 12'-0' 12'-0" 12'-0" 1" 9' 35.0 « 12'-0" 12'-0" 12'-0" 1' 9" 40.0 « 12'-0" 12'-0" 12'-0' 1' 9' 45.0 «+ 12'-0" 12'-0" 12'-0- 1" 9' SLAT -PERFORMANCE CHART IIbl & -II01: (ONLY VALID FOR 1/4' SLIP) FOR A GIVEN MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.Q AND PRODUCT MOUNT CONDITION FOR INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW CHART IIb 1 CHART TIC 1 USE MNVBUI %W E BMW FO ME USE MAXIIMLIM POSME A.S.D. LOAD VALUE 5116"0 TAPCON XL ANCHOR MAX. A.S.D. DESIGN PRESSURE' RIMNG REQUIRED MAX. SLAT SPMI •(y MO (ft) -M REQU w wL SEPARATION TO GLASS MESURED TD OF SLAT 60 MOUNT' 5Ef NOTES A) BUILD -OUT% QEP (sue Hmse> w/ csEa NOTES A) W/O STORM BARS WIND ZONES WIND4ZOM 30.0 • 8'-3" 8'-3' 8'-3- 1" 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" 60.0 a++ j 7'-3" 7'-3' 7'-3- 1" 5 _1 8- MAXIMUM A.S.D.-DESIGN LOAD VS WOOD GRADE SCHEDULE: * VAUD FOR DOUGl.AS-FIR--SOUTH (G=0.46) SOUTHERN PINE #2 (G-0.55) SPRUCE PINE41R--SI1H (0=0.36) « VAUD FOR DOUGLAS-FIR-SOUTH (G=0.46) SOUI}ERN PINE #2 (G=0.55) *" VAUD FOR SOUit• M PINE #2 (0=0.55) TION INTO WOOD FRAME STRU USE MM111111111 LUE BEIYiM POW AM f WIVE "M UM Um WkALU FWIINE AM = MA WOOD GRADE MAX A.S.D. DESIGN PRESSUREw RATING (P,s,f,)U MAX. SLAT SPAN 'LMAX. (ft) REQUM MIL SEPARATION M GLASS MESURED 70 BACK OF SLAT (in), - SEE NOTES so: wMa W/0 STORM BARS - WIND zctas 1-3 WIND ZONE 4 SOUTHERN PINE #2 (G=0.55) 60. 4'-5' 4'-5' 1. 5 1/2- DOUGLAS-FIR-SOUTH (0=0.46) 60 4'-5" 4'-5" SPRUCE PINE-FIR-SITH (G=0.36 60 4'-5" 4'-5" T7 4'-6 3/4' FOR 4'-5' FOR BOUIID-M NDUNT W OPE16N0 qi i x w a �0 3 FOR WALL MOUNT do ' g 1 M I I FOR BUILD -OUT 11 MAX. pPENING,WIOTH , ^ " ■- ��� , -\���\�`����������1/2" PLYWOOD AND ti>�����}����������������>�����������1/2" PLYWOOD AND YT7 (2) 27X4 WOOD STUDS ®Y/7 (2) 27x6- WOOD STUDS (M. EACH SIDE, BEYOND) t (TYP. EACH SIDE, BEYOND) t DETAIL 1 (ELEVATION)- DETAIL 2 (ELEVATION)SLAT SLAT SPAN SPAN A NOTES 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 W.W. T EITHER SIDE OF OPENING SHALL BE 33". 1�T'rz' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone; �� Q�', • •' , ..... , Vol 0 2020 TILTECO INC. • DRAWN BY: �..• C ENSF ��' Na u t�l CIS M.P. Rolling ShnfferSysfem 06/e/2020 No. 44167 -/wIlLIECOiNc. DATE TILLIT TESTING & ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 6355 N.W. 36th. SL. St.. 3W. VIRMNIA rAROM. R. 33166 668 S.W. WHITMORE DRIVE 20-064 •' STATE OF ,' G� %+ (3o5)e7t-t53o .Fax : (3as)a71-153t PORT ST. LUCIE FL 34984 Z '.• L' e-moil: tilteco®aol.eam DRAWING No tt��(� 'LL,,V CA-0006718 PHONE: (800) 749-9056 ,FAX: (772) E71-0990 '���iC•''.F�O R O%. �v�� WALTER A. nLlrr Jr. P.E. KY. No ' CCMWMax DetE KV. N. Desaevnrn w1E RIPw���iCsL�'/n GN \.0�1% E. SEAL/SIGNATURE/DATE FLORIDA Lic. 144167 R an 1�-Eu n 6 SHEET 20 OF 26 MAX. ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN PRODUCT MOUNTING TYPE, WOOD GRADE, A.S.D. DESIGN PRESSURE RATING (ps17 AND SLAT SPAN RANGE WALL MOUNT & BUILD -OUT MOUNT TO 2"x4" WOOD STUD (SEE DETAIL 1 ON SHEET 20): DESIGN • SLAT SPAN RANGE WOOD GRADE PRESSURE RATING RANGE .s.f d-0" to 4!—T s 30.0 6" SOUTHERN PINE #2 40 6" 45 6" (G=0.55) 50 6" 60 6" DOUGLAS-FIR-SOUTH < 30.0 6" (G=0.46) 40 6" SPRUCE PINE -FIR -SOUTH G=0.36 s 30.0 6" WALL MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 1/2" PLYWOOD SSEE DETAIL 2 ON SHEET 20) WOOD GRADE DESIGN ' PRESSURE RATING RANGE . s.f SLAT SPAN RANGE * dto4, * >4bo5 * >5to� , * >Gto7 >1to9, >9'to10 >11Yto12 SOUTHERN PINE #2 (G=0.55) s 30.0 6" 6" 6" 6" 6" 6" 5" 40 6" 6" 6" 6" 6" 4 3/4" 4" 45 fi" 6" 6" 6" 5" 4" 3 1/2" 50 6" 6" 6" 6" 4 3/4" 3 1/2" — 60 6" 6" 5 3/4" 5 1/4" 3 3/4" 3" — DOUGLAS-FIR-SOUTH (G=0.46) s 30.0 6" 6" 6" 6" 6" 6" 5" 40 6" 6" 6" 5 1/4" 5 1/4" 4 1/4' 4" . SPRUCE PINE -FIR -SOUTH G=0.36 s 30.0 - 6" 6" 6" 6" 6" 5 1/4" 4" BUILD -OUT MOUNT TO 2'W" WOOD STUD WITH MINIMUM 1/2" PLYWOOD (SEE DETAIL 2 ON SHEET 201. WOOD GRADE DESIGN U. PRESSURE RATING RANGE .s.f SLAT SPAN RANGE d-4' * > 4!4 * > 5'-6' * > 6' 7' > 7-4 * > 9'-10' * > 1d-12' MOUHT w suI MOUNT W E MoutrT'W MOUNT W E MOUNT W E MOUNT W E MOUNT W E MOt/Nr W E -- . mom W E I ur NOUN! W MOUHT W MOUNT YI MOUNT W E 16OUNT W E :9 30.0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 4 1/2" 4 1/2" 40 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 5 1/4 5 1/4" 1 4 1/2" 4 1/2" SOUTHERN PINE #2 (G=0.55) 45 6" 6" 6" 6" 6" 6" 6"- 6" 5 1/2" 5 1/4" 5" 5" 4" 4" 50 6" 6" 6" 6" 6" 6" 6" 6" 5 1/4" 5 1/4" 4" 4„ — 60 6" 6" 6" 6" 6" 6" 5 3/4" 5 3/4" 4" 4" 3" 3" — — DOUGLAS-FIR-SOUTH s 30.0 6" 6" 6" 6" 6" 6" 6" 1 6" 6" 6" 6" 6" 5" 5" (G=0.46) 40 6" 6" 6" 6" 6" 6" 5 1/2" 5 1/2" 5 1/2" 5 1/2" 4 1/2" 4 1/2" 4" 4" SPRUCE PINE-FIR-SOUTHs (G=0.36) 30.0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 5 1/4" 5" 4" 4" NOTE: MAX. SPAN FOR SLAT FOR A GIVEN A.S.D. DESIGN PRESSURE RATING SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHARTS ON SHEET 20. No.4416 STATE OF c� �i�o CCsS • • . , ... • �� SEAL/SIGNATURE/DATE ���HHN11111N111 ® 2020 TILTECO INC. TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. 36th. St.. Ste. 305. VIRGINIA GARDENS. FI. 3316i Phan.: (305)871-1530 . Fax - (305)871-1531 e—mail: tilteco®acl.com CA-0006719 WALTER A TILLIT Jr. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon Na u Thus DRAWN BY: M.P. Roiling 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: (8001 749-9056 . FAIL 072) 871-0990 SHEET 21 OF 26 TABLE 1 MAX. ALLOWABLE STORM BAR SPAN (ft). FOR A GIVEN A.S.D. DESIGN LOAD (p.s.f.), & A GIVEN STORM BAR SPACING ,(ft)* MAXIMUM A.S.D. DESIGN STORM BAR SPACING (Fr) PRESSURE RAn"G sf 2' 2.667.' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.6679 30.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 35.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-Q" 11'-0" 11'-0" 11'-0" 11'-0" 11'-Q" 40.0 11'-0" 1is- 0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" 11'-0" 11'-O" 11'-0" 45.0 11'-0" 11'-0" 11'-0" 11'-O" 11'-0" 11'-Q" 11'-0" 11'-O" 11'-0" 11'-0" 50.0 11'-O" 11'-0" 11'-O" 1is- off 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 55.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 60.0 11'-0" 11'-0" 11'-Q" 11'-Q" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * - 65.0 11'-0" i i'-0" 11'--0" 11'-O" 11'-0" 11'-0" 1 1'-0" 1.1'-O" 11'-0'° * - 70.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" . 11'-0" * 11'-0" * - 75.0 11'-O" 11'-0" 117-0" 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'-0" _ 11'-Q" 11'-0" 11'-0" 11'-0" 11'-0" 90.0 11'-0" 11'-0" 11'-0" 11'-0" 113-0" 11'-0" 95.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 100.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 105.6 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 110.0 11'-0" 11'-0" 11'-0" 11'-0" 10'-10" 115.0 11'-0" 11'-Q" 11'-0" 11'-0" 120.0 11'-0" i 1'-0" 11'-0" 125.0 11'-0" 11'-0" 11'-O" 10'-10" 130.0 11'-0" 11'-0" 11'-0" 135.0 11'-0" 11'-0" 11'-0it 140.0 11'-O" 11'-Opp 11'-0" 145.0 11'-0" 11'-0" 10'-11" 155.0 11 '-0" 1 1 ' -0" 160.0 11'-0" 11'-O" ** MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. EN s • •`.�P�'''. No. 441 7 •. STATE 0 FzORIO Aa�siSlr.. . ... � ��\.\� _` SEAL/SIGNATURE/DATE 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. O 2020 TILTECO INC. IL E C INC. TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St, Ste. JOS, NRCINUI GARDENS. Fl. 33185 Phone : (30S)871-1530 . Fax : (305)E71-1531 e-mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High Velocil: Nautilus R®llfnlg Splatter System EXPERT SHUTTER SERVICES INC. 668 S.W. WHITMORE DRIVE PORT ST. LUCIE, FL 34984 PHONE: (000) 749-9056 , FAX. (772) 871-0990 OLD Hurricane Zone). DRAWN BY: M.P. 06/B/2020 DATE 20-064 DRAWING No SHEET 22 OF 26 I"fillfIll) %11��`` 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) MAMM STORM BAR SPACING "a" (I-r) FRMSURE (m 2' 2.667' 3' 3.5' 4' 4.5' V 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 40.0 A,B,C,D A,B,C,D A,B,C,D "AD A,B,C,D AAAD A,B,C,D AAAD A,B,C,D A,B,C.D 45.0 _ A,B.C,D A,B.C,D A,B,C,D A,B,C.D A,B,C,D A,B,C,D A,B,C,D A,B.C,D A.B,C,D A,B,C 500 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.0 A,B.0 60.0 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.0 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 00.0 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 05.0 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.0 A A A A A 105.0 A,B,C,D A,B,C,D &B,C A.B.0 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 11&0 A.B.C,D A,B,C,D A,B,C A,B,C A A A A A A 120.0 A,B.C.D A,B,C A,B,C A.B A A A A A A 125.0 A,B,C,D A,B,C A,B,C A A A A A A A 130.0 A,B,C.D A,B,C A,B,C A A A A A A A 135.0 A.B,C,D A,B,C A,B,C A A A A A A - 140.0 A,B,C,D A,B,C AB A A A A A A - 145.0 A,B,C.D A.B.0 A,B A A A A A A - 150.0 A,B,C,D A,B,C A A A A A A - - 155.0 A,B.0 AB' A A A A A A - - 160.0 ABC . AB 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"ex1 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"ex3/4" ALL POINTS SOLID -SET ANCHORS W/ 7/8" Min. EMBEDMENT* TO POURED CONCRETE (f`c = 3000 psi) & 1 /4"e-20, 18-8 STAINLESS STEEL MACHINE SCREWS D 5/16"o ITW/BUILDER TAPCON ANCHORS W/ 2 1/4" Min. EMBEDMENT* TO POURED CONCRETE (f'c = 2899 psi) * EMBEDMENT IS BEYOND ANY FLOOR / CEILING FINISH \,\C EN4 No. 4416, s �'• STATE OF %,�.� • FL0RIDP /rrr4issl(?AI aL.�G 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" (FT) 04 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 AAC A,B,C A,B.0 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 A.B.0 A,B,C A,B A 40.0 A,B,C,D A.B.C.D A,B,C,D A.B,C,D A,B.0 A,B,C A,B,C A A A 450 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.0 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.0 A.B,C A A A A A_ A A 70.0 A.B.C.D A.B.0 A,B A A A A A A - 7&0 A,B,C,D A,B,C A A A A A A - - 80.0 A,B,C A,B A I A A A A - - - 85.0 A,B,C A A A A A A - - - 90.0 A,B.0 A A A A A - - - - 95.0 A,B,C A A A A A - - - - 100.0 A.8,C A A A A - - - - - 105.0 A.8 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 - - - - - - - 150.0 A A - - - - - - - - 155.0 A A - - - - - - - - 160.0 _. A A - - - - - - - FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane mm SCHEDULE 1 a FLOOR TO CEILING (TRAPPE AX. SPAN (ft) FOR END AND INTERIOF A.S.D. DESIGN PRESSURE RATING (p. SPACING (%) * A MAX. A GIVEN MAX I (RpNW! SPACM « MAXIMUM MULLION SPAN (FT) t'J 4"x6"x1/4" MULLION G1 4"x8"x1/4" MULLION G2 4"x7"x1/4" THICK (318" FLANGE) MULLION ORIENTATION #1 _ (o}t ORIENTATION 2 (0) ORIENTATION 1 (=Ot ORIENTATION #2 (�) ORIENTATION #1 (# . ORIENTATION -#2 _(0) 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' B'-5' 45A 20'-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'-O' 6'-2- 8'-2- 6'-0' 9'-11" 7'-4' 8'-11' 6'-7- 12'-6` 7'-4' S'-11" 12'-6' 55.0 20'-0' 5'-11" 7'-11' 5'-9' 9'-O" 6'-8- 8'-7- 6'-3' 12'-4" 6'-8' 5'-7" 12'-6' 600 19_-5' 5'-9" 7'-9" 5'-6- 8'-6' 6'-4" 8'-6" 6'-2- 12'-0' 6'-4- 5'-6" 12'-6." 6&0 1 B'-4" 5'-9 .7'-9` 5'-4" 0'-4' 6'-4" 8'-4' 6'-2 11'-10" 6'-4' 5'-6 12'-6- 70.0 1.7'-.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' 6'-9" 7'-7- 5'-4' 8'-0" 6'-3' 8'-0' 6'-2- 11'-7' 6'-3' 5'-6 12'-5' 90.0 15'-9' 5'-9- 7'-7" 5'-4" 7'-10" 6'-3' 7'-10" - 6'-2- 1 V-6" 6'-3- 5'-6 12'-4' 85.0 15'-0' 5--9- 7'-7- 5'-4- 7'-9- 6'-3- 7'-9- 6'-2" 11'-5" 6'-3- 5-'-6 12'-3 90.0 14'-2' 5'-10" 7'-7- 5'-51 7'=9" 6'-4" 7'-9- 6'-3- 1 V5" 6'-4` 5'-7 12'-3 95.0 13'-5" 5'-10" 7'-7" 5'-6" 7'-9' 6'-5- T-9' 6'-4" 1 V-5' 6'-5" 5'-8 12'-3 100.0 12'-9' S'-11' 7'-7- 5'-7- 7'-9- 6'-6' 7'-9" 6'-4' 1 V-5" 6'-6" 5'-9 12'-3 105.0 12'-2" 6•-0' 7'-7" 5'-7' 7'-9- 6'-7- 7'-9" 6'-5- 11'-5' 6'-7" 5'-9 12'-3 110.0 11'-7' _ 6'-O' 7'-7" 5'-8' 7'-9" 6'-B" 7'-9- 6'-6" 11'-5' 6'-8" 5'-10' 12'-3 11&0 1V-1' 6'-1- 7'-7- 6'-9" 7'-9' 6'-9'- 7'-9' 6'-7" 11'-5' 6'-9° _ 120.0 10'-8' 6'-1" 7'-6" 5'-9- 7'-9- 6'-10" 7'-9" 6'-7' 11'-5" 6'-10" 6'-0" 12'-3 125.0 10'-2' 6'-2- 7'-7' 5'-10" 7'-10' 7'-0' 7'-10' 6'-9' 11'-5' 7'-0° 6'-1' 12'-3 4130.0 9'-10' .6'-3" _ 7'-7" 5'-10- 7'-9- 7'-0' 7'-9' 6'-9" 1V-5' 7'-0' 6'-1` 12'-3_ 135.0 9'-51 6'-4` -7'-7- 5'-11' 7'-10` 7'-2" 7'-10" - 6'-10- 1 V-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 ' 6'-5' 7'-6- 6'=0` 7'-9' 7'-4" 7'-9" 6'-11' 1 V-5" 7'-4- 6'-3' 12'-3 15" 155.0 L8'-'6'-6" ' 6-6" 7'-7" 7'-7- 6'-1°7'-9- 6'7'-6" 7'-5" 7'=9'-7'-0' 7'-9' 7'-1' 1 V-5' 11'-5' 7'-5- 7'-6" 6'-4" 6'-5" _ 12'-3 12'-180.0 " 6'-7' 7'-6- 6'-2- 7'-9° 7'-7- 7'-9- 7'-2' 1 V-5' 7'-7' 1 6'-6° 12'-3 4ULL.ION t 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 (Fn * MAX- ASA DE�SI PRESSURE f) MAXIM /�y� SPACM �) MAXIMUM MULLION SPAN (FT) © 4"x6"x1/4" MULLION G1 4"48"x1/4" MULLION G2 4"xl"x1l4" THICK P187 RANGE) MULLION ORIENTATION #1 ORIENTATION 2 (0) ORIENTATION .#1 t ORIENTATION2 (0) t ORIENTATI6N2 (Q)t END INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR 30.0 20'-0" 7'-10' 9'-8' 7-3- 12'-0" 9'-4" 10'-7" 8'-0' Ir-6' 7'-6" 12'-6" 33.0 20'-0' 7'-4' 9'-3" 6--9- 11'-5" B'-8' 10'-0" 7'-7- IV-6" 6'-11' 12'-6' 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'-6' 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' 60.0 19'-5" 5'-9' 7'-9' 5'-6' 9'-8" 6'-10' 8'-6" 4'-8" 12'-0" 5'-6" 12'-6" 45.0 I 18'-4' 5'-9 7'-9' 5'-4' 9'-7- 6'-10" 8'-5" 4'-8- 11'-10' 5'-6 12'-6" 70.0 17'-4" 5'-9" 7'-8' 5'-4' 9'-6"V6-1 B'-4" 4'-8" 11'-9' 5'-6 12'-6" 75.0 16'-6" . 5'-9' 7'-7" 5'-4- 9'-5" 0'-3" 4'-8' 11'-7' 5'-6 12'-5' 80.0 15'-9' 5'-9" 7'-7- 5'-4' 9'-4' 8'-3" 4'-8' 11'-6' 5'-6 12'-4" 85.0 15'-0' 5'-9- 7'-7- 5'-4- 9'-3' 8'-2- _ 4'-8" 11'-5" 5'-6 12'-3 90.0 14'-2' 5'-10" 7'-7' 5'-5' 9'-3- 8'-3" 4'-10" 11'-5" 5'-7 12'-3 95.0 13'-5' 5'-10" 7'-7" 5'-6' 9'-3' 8'-3' 4'-11" 1 V-5' 5'-8 12'-3 10D.0 12'-9' 5'-11' 7'-7- S'-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'-2' 8'-3" 5'-3' 11'-5' S'-10' 12'-3 115.0 120.0 - 1 V-1" 10'-8' 6'-1' 6'-1" 7'=7' 7'-6" S'-9' 5'-9- 9'-3" 9'-3° 7'-2' 7'-3- 8'-3- 8'-2` 5'-4' 5'-5- 11'-5" 1 V-5' 5'-11' 6'-0' 12'-3 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" V-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- 8'-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' 1 V-5" 6'-3- 12'-3 150.0 8'-6' 6'-6" 7'-7' 6'-1'1 9'-3" 7'-7' . 8'-2" 7'-0` 11'-5' 6'-4- 12'-3 -6' 7'-7" 6'-2' 9'-3' T-8" 8'-2- 7'-1" 1 V-5" 6'-5- 12'-3 1EOA 8'-0" 6'-7' 1 7'-6" 6'-2' 1 9'-3" 7--9' 8'-2" 7'-2' 11'-5" 6'-6' 12'-3 " MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. �Q`,:••\r,;ENSF No. 4416 STATE OF : f s/ 0 N A\- ,a0�\ Ir .E. SEAL/SIGNATURE/DATE FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone ® 2020 TILTECD INC. _\ I L E C O LU TIT TESTING & ENGINEERINGG COMPANY 63M N.W. 36th. SL St". 305, MFtGINA GARDENS, n. 3]766 Phone : (30S)571-7530 , Fox : (M)1171-i531 e-mail: tiltecoCaol.com CA-0006719 WALTER A. TILLTT Jr. P.E. FLORIDA Lic. # 44167 Nautilus Rolling Shutter System DRAWN BY - M.P. 068/2020 DALE EXPERT SHUTTER SERVICES INC. 668 S.W. WHITMORE DRIVE PORT ST. LUCIE, FL. 34984 PHONE: (aDO) 749-9056 , FAX: (772) 871-0990 20-064 DRAWING No tay. to ot1w" oAte tnv. N" pesaamoN tute SHEET 24 OF 26 t m v sa /n s . MAX PRESSURE RATM MULLION ING �� MAXIMUM MULLION SPAN (FT) ©4"x6"x1/4" MULLIONDESIGN G7 4"x8"x1/4" MULLION G2 4"xrxl/4' THICK (3(8' FLANGE) MULLION ORIENTATION #1 t ORIENTATION 02 a) t ORIENTATION #1 t#t ORIENTATION #2 (a) t ORIENTATION #1 �#'t' ORIENTATION #2 (a) END INTERIOR END INTERIOR END INTERIOR END INTERIOR END END INTERIOR 30.0 12'-0- 1 V-7' 1 1 l'-6' 97 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' 1l'-11" 10'-0' 12'-6' 12'-6' 10'-4' 12'-6" 40.0 12'-0" 9'-10' 10'-5" 8'-9" 12'-6" 11'-8" 1 l'-4' 9'-6" 12'-6' 1 V-10" 9'-7' 12'-6' 4&0 12'-0 9'-3" 10'-l" 8'-4' 12'-5" 10'-11' 10'-11" 9'-1" 12'-6" 1 V-2" 9'-0" 12'-6" 50.0 12'-0` 8'-9" 9'-8" 8'-1" 12'-0" 10'-4' 10'-7' 8'-9' 12'-6" 10'-7' 8'-6' 12'-6' 550 12'-0' 8'-4" 9'-5' 7'-10` 11'-8' 9'-10" lo'-3' • 8'-6' 12'-6" 10'-1" 8'-1" 12'-6' a" 0&0 12'-0' 12'-0" 8'-0. 7'-8' 9'-2' 8'-11" 7'-6' 7'-2" 11'-4' il'-O' 9'-5' 9'-1' 9'-11" 9'--8" 8'-3' 8'-0' 12' 12'-6' 12'-6' 12'-6" 700 12'-0' 7'-4' 8'-B" 6'-11' 10'-9' 8'-9' 9'-5" 7'-10' 12'-6" 8'-11' 7'-2' 12'-6' 750 12'-0- 7'-1' 8'-6" 6'-8' 10'-6' 8'-5" 9'-3" 7'-8" 12'-6' 8'-7' 6'-11" 12'-G" 80.0 12'-0" 6'-11" 8'-4' 6'-5' 10'-3" 8'-2" 9'-0" 7'-5" 12'-6' 8'-4' 6'-8' 12'-6' au 12'-0' 6'-13' 8'-2- 6'-3' 9'-9' 7'-11' 8'-10' 7'-2' 12'-6" 8'-1. 6'-6' 12'-6' 9" 12'-0' 6'-6. 8'-0' 6'-l' 9'-2' 7'-8' B'-8" 7'-0' 12'-5' 7'-10" 6'-4" 12'-6' 950 12'-0' 6'-4" 7'-10' 5'-11" . 8'-8' 7'-5" 8'-6' 6'-10" 12'-l' 7'-5- 6'-2" 12'-6' 100.0 12'-0' 6'-2" 7'-B' 5'-9' B'-3' 7'-0" 8'-3' 6'-8' 11'-9" 7'-0' 6'-0" 1 12'-6' 10&0 12'-0' 0 -U 1 7'-7' 5'-8" 7'-10' 6'-8" 7'-10" 6'-6' 1 V-6' 6'-8" 5'-10' 12'-4' CASES DHOW �...�) SPACING ( MAXIMUM MULLION SPAN (FT) THICK MULLION G1 4'x8'x1/4' THICK MULLION G3.2'x7'x114' THICK MULLION ORWA= jI (mot ORiEMATiON #2 (a)t ORMATION %I (�►t ORIENTATION /1 �t ORIENTATION #2 (a)t DRWATION 11 44t ORIEW10,1 (a)t END INTERIOR END INTERIOR INTERIOR END INTERIOR` 30.0 12'-0' - 12'-6" 12'-6' 12'-6" 12'-6" 35.0 12'-0' - 12'-6" 12'-6" ll'-11' 12'-6" 40.0 12'-0" - 12'-6" 11'-8" ll'-4" 12'-6" CASE 1 450 12'-0" - 12'-5" i0'-11' 10'-11' 12'-6' 11'-0' 50.0 12'-0" - 12'-0' ' 10'-4" 10'-7' 12'-6' 11'-0' 55.0 12'-0" - ll'-8" 9'-10" 10'-3' 12'-6" - 11'-0' a00 12'-0' - 1l'-4" 9'-5' 9'-11" 12'-6" BOA 12'-0' - 1 V-3" - 9'-4' 9'-11' 12'-6' 300 8'-o' - 12'-6- 12'-6' 12'-6' 12'-6' 35.0 8'-0" - 12'-6" 12'-6' 12'-8' 12'-6" 400 8'-0. - 12'-6" 12'-6' 12'-6" 12'-6' CASE Is 450 8'-0' - 12'-6" 12'-6' 12'-6" 12'-6- 50.0 8'-0" - 12'-6" 12'-6' 12'-1" 12'-6" 55.0 8'-0' - 12'-6" 12'-6" ll'-8' 12'-6" - 11'-0' 60.0 8'-0. - 12'-2' 12'-2' ll'-4' .. 12'-2" - 1l'-O" iceA 8'-0" - 12'-0' 12'-0" 11-'-4' 12'-0' 11'-0' 30A 8'-0" - 9'-0' 9'-0" 9'-O" 9'-0' - 9'-0' a" 8'-o" - s'-o" s'-D' 9'-0" 9'-0" s'-D" 40.0 8'-0" - 9'-0" 9'-0' 9'-0" 9'-O" - 9'-0' 4&0 8'-0" - 9'-W 9'-0' 9'-01 9'-0" - 9'-0' 50.0 8'-0" - 9'-0' 9'-0' 9'-O' 9'-0' - 9'-0' 550 W-0" - 9'-0" 9'-0" 9'-0' 9'-0" - 9'-0" CASE IS 600 8'-O' - 9'-O" 9'-0" 9'-0' 9'-0. 9'-0' @Ko 8'-0" - 9'-0" 9'-0' 9'-0" 9'-O" - 9'-0" 700 8'-0' - 9'-0" 9'-0' 9'-0' 9'-0' - 9'-0` 7&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' 85.0 8'-0' - 9'-O' 8'-9' + 8'-3" * 9'-0" 9'-0` 90.0 8'-0" - 9'-0" 8'-2' + 7'-9" • 9'-0` - 9'-0' 95.0 8'-0. - 9'-0" 7'-8' + 7'-4' * 9'-0" 9'-0- 100.0 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 8 2 ON SHEET 10A. MAXIMUM MULLION SPAN (FT) MAX. A.S.D. DESICII MAX9WM MULLION © 4"x6"x1/4" MULLION G1 4"x8"x1/4" MULLION G2 4'x7'x1/4' THICK t THE SPA 8' FLANGE) MULLION (P.Mt) (ft)' ORIENTATION 1 ORIENTATION 2 (a) ORIENTATION #1 @4 ORIENTATION 02 (a) ORIENTATION J2 a t END - INTERIOR END I INTERIOR ENO I INTERIOR END INTERIOR END INTERIOR 30.0 12'-0' 9'-9 11'-6' 9 -9' 12'-6' 12'-6' 12'-6' 10'-7' 12'-6' 11'-3' 12'-6' 35.012'-0' 9'-2- 10'-11" 9'-2" 12'-6' 12'-6" ll'-11" 10'-0' 12'-6" 10'-4" 12'-6" 40.0 12'-0' 8'-9' 10'-5" 8'-9" 12'-6" I V-8" 11'-4" 9'-6' 12'-6' 9'-7' 12'-6' 4&0 12'-0' 8'-4' 10'-1" 8'-4" 12'-5' 10'-11" 10'-11" 9'-l" 12'-6" 9'-0" 12'-6" 500 12'-0" 8'-1' 9'-8' 8'-l' 12'-0" 10'-4' 10'-7" 8'-9" 12'-6" 8'-6' 1 12'-6' 550 12'-o' 7'-1o' 9'-5' 7'-10' 11'-8' 9'-10' 10'-3' 8'-6' 12'-6' 8'-1' 12'-6' /OA 12'-0" 7'-6" 9'-2' 7'-6' 11'-4" 9'-5' 9'-11' 8'-3" 12'-6" 7'-9' 12'-6" G&O 12'-0" 7'-2" 8'-ll' 7'-2` 11'-a" .9'-1' 9'-8' 8'-0' 12'-8' :T 12'-8' 70.0 12'-0' 6'-11" 8'-8' 6'-11' 10'-9' 8'-9' 9'-5' 7'-10' 12'-6" 7'-2' 12'-6" 7&0 12'-0' 6'-8' 8'-6' 6'-8" 10'-6" 8'-5" 9'-3' 7'-B' 12'-6' 6'-11' 12'-6" a" 12'-0" 6'-5' 8'-4' 6'-5" 10'-3' 1 8'-2' 9'-0" 7'-5" 12'-6' 6'-8" 12'-6" 8&0 12'-0' 6'-3' 8'-2" 6'-3' 10'-1' 7'-11 ` 8'-10' 7'-2' 12'-6" 6'-6" 12'-6' 90.0 12'-0" 6'-1' 8'-0' 6'-l' 9'-11' 7'-8' 8'-8" 7'-0" 12'-5' V-4" 12'-6' 93.0 12'-0" 5'=11' 7'-10' 5'-11" 9'-8' 7'-6" 8'--6" 6'-10' 12'-l' 6'-2' 12'-6" 100.0 12'-0' 5'79" 7'-8' 5'-9' 9'-7' 7'-4' 8'-5" 5'-6' 11'-9' 61-0" 12'-6" 1050 12'-0" 5'-S' 7-7 8-8- 8'-8" 9'-4' 7'-1' 8'-3' 5'-3' 1 1V-6' S'-10' 12'-4" END MULLION U LLION t MULLION SPACING: "S" ' 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. os TIZ No.44167 -off•,• STATE OF %,/�,�n•' FLORID ' /i_ C.O.. •.... �n _�\ .E. SEAL/SIGNATURE/DATE i W Wm CASES K*j' DES{GM P M (0-f-) Maum MULLION- SPACGIO (R)' MAXIMUM MULLION SPAN (FT) G '4'x6"x1/4' THICK MULLION G1 4'x8'xl14' THICK MULLION G3 2-ex1/4' THICK MULLION ATION j1 (mot ORIENTATION jl (a)t iMA710N 11 �)t AiION 01 (mot ORIMAT ON f (a)t ATI011 11 w ORIENTATION / (a)t END INTERIOR END INTERIOR INTERIOR END INTERIOR 30.0 12'-0' - 12'-6' 12'-6" 12'-6' 12'-6" - 11'-O' 35.0 12'-0' - 12'-6" 12'-G' 11'-11' 12'-6" - 11'-0" 400 12'-0" - 12'-6' 11'-8" 11'-4' 12'-6" - 11'-0" CASE >r 450 12'-0" - 12'-5" 10'-11' lo'-11' 12'-6' - 11'-0' 500 12'-0' - 12'-O' 10'-4" 10'-7" 12'-6' - 11'-0` 5.i' .0 12'-0. - 11'-8` 9'-10" 10'-3" 12'-6' - 11'-0" 60.0 12'-0' - 1l'-4" 9'-5" 9'-11' 12'-6' - 11'-0" GOA 12'-0' - 11'-3' 9'-e 9'-11" 12'-6' 1 11'-0" 30.0 8'-0' - 9'-0. 9'70" 970" 970' - 9'-p" 35A 8'-0' - 9'-0' 9'-0. 9'-0` 9'-0' - 9'-0' 40.0 8'-0' - 9'-0' 9'-0' 9'-O' 9'-0' - 9'-0' 4&0 8'-0' - 9'-0' 9'-0" 9'-0" 9'-0' - 9'-0" a" 8'-0. - 9'-0' 9'-0' 9'-0' 9'-0' - 9'-0. 550 8'-0. - 9'-0. 9'-O' 9'-0' 9'-O' - 9'=0" CASE IR' 60.0 8'-0. - 9'-0. 9'-0" 9'-0" 9'-0' - 9'-0" G.o e'-o" - 9'-o- 9'-0" 9'-D' 9'-0' - s'-o' 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' 800 8'-o' - 9'-0" 9'-0" 9'-o' 9'-0" - 9'-0' 85A 8'-0' - 9'-0" 9'-0" 9'-0' 9'-0' - 9'-0' 900 8'-o' - 9'-0' 9'-0' 9'-0" 9'-0' 9'-0' 950 8'-0' - 9'-0' 9'-0' 9'-0" 9'-0' 9'-0' 100 0 a,-().- 9'-0' 9'-0" 9'-0' 9'-0' 0 2020 TILTECO INC. 1L E C 0 INc. TILLIT TESTING & ENGINEERING COMPANY M5 N.W. 36th. SL, Sta 309, VIRGINU MOM. FL 33166 Phase : (305)671-1530 . Fea : (30 )871-1531 e-mail: tiltecomeol.com CA-0006719 WALTER A TILLIT Jr. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Na u tiles RO1Ung Shutter Sysfem DRAM 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 20-054 DRAWING No No otsmrm:1 MtE REV. N. oesp "r " sue SHEET 25 OF 28 aa. is-xss /o/ + •"rgIH11N11��`' SCHEDULElc FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (p.s.f.), & A 7'-0" MAX. MULLION SPACING M * MAX. ORESSU RE RATING (04-0 i1 MAXIMUM SPACING 00 a MAXIMUM MULLION SPAN (FT) ©4'k6'k1/4" MULLIONPRE G1 4"x8"x1/4" MULLION ;G2 4"x7'xl/4" THICK (318" FLANGE) MULLION ORIENTATION #1 (--3)t ORIENTATION #2 (0) t ORIENTATION #1 (C)t ORIENTATION #2 Ut ORIENTATION #1 ORIENTATION #2 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'-O" 12'-6" 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6" 12'-6' 12'-6" 12'-6" 40.0 7'-0' 12'-6' 12'-6" 12'-6' 12'-6" 12'-6" 12'=6" 12'-6' . 12'-6" 12'-6' 12'-6" 12'-6" 45.0 7'-0" 12'-6" 12'-0" 12'-6' 12'-6 12'-6" 12'-6" 12'-6" 12'-6" 12'-6' 12•_6• 12•_8• 50.0 7'-0' 12'-6' 11'-7' 12'-6" 12'-6" 12'-6' 1V-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' 12'7_6' 12'-6' 50.0 7- -0. 12'-6" 10'-11" 12'-6" 12'-6 12'-6' 11'-11" 12'-6" 12'-6' 12'-6' 12'-6" 12'-6" 65.0 7'-0' 12'-6" 10'-8' 12'-1" 12'-6' 12'-6" 11'-7' 12'-6" 12'-6" 12'-6' 12'-6' 12'-6" 70.0 7'-0' 12'-6" 10'-5"_ 11'-6" .12'-6" 12'-6" 11'-3" 12'-6" 12'-6" 12'-6' 12'-6" 12'-6" 73.0 7'-0' 12'-1' 10'-2' 10'-11' 12'-6" 12'-6' 11'-O' 11'-I1' 12'-6' 12'-6" 12'-6' 12'-6' 80.0 7'-0" 11'-6" 9'-11' 10'-6" 12'-4" 12'-6" 10'-10" 11'-5' 12'-6" 12'-6" 11'-11' 12'-6' 85.0 7'-0" 11'-0" 9'-9" 10'-2" 12'-1" 12'-6" 10'-7" 11'-0' 12'-6" 12'-G' 11'-4' 12'-6" 90.0 7'_-0' 10'-7" 9'-7' 9'-10" 11'-10" 12'-5" 10'-5' 10'-B" 12'-6" 12'-2" 10'-10" 12'-6" 0&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 V-0' 9'-10' 9'-3° 9'-3' 11'-5' 11'-6" 10'-0' 10'-1' 12'-6' 1V-5" 10'-1" 12'-6' 105.0 7'-0" 9'-6' 9'-1' 9'-1" 11'-3' 11'-2" 9'-10' 9'-10" 12'-6' 11'-1" 9'-8" 12'-6' 110.0 7'-0' 9'-3" 8'-11" 8'-10" 11'-1' 10'-10" 9'-9" 9'-7" - 12'-6' 10'-9" 9'-5" 12'-6" 115.0 7'-0' 9'-0' 8'-10" 8'-7° 10'-11" 10'-7" 9'-7' 9'-5" 12'-6" 10'-5' 9'-1" 12'-6' 120.0 7'-0' 8'-9" 8'-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' B'-2' 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'-0' 8'-3' 7'-7' 10'-1' 9'-4" 9'-0. 8'-7" 12'-6" 9'-4' 8'-0" 12'-6' 145.0 7'-0" 7'-10" 8'-2" 7'-5" 9'-9. 9'=2` 8'-10" 8'-6' 12'-6' 9'-2' 7'-10" 12'-6" 150.0- 7'-0' 7'-8" 8'-1" 7'-4" 9'-5" 9'-0" 8'-9' 8'-4" 12'-6" 8'-11.' 7'-8" 12'-6" 155.0 7'-0' 7'-6' 8'-0" 1 7'-2" -.9'-2' 8'-10" 81_-8" 8'-3" 12'-5' 8'-9" 7'-6" 12'-6' 160.0 7'-0' 7'-4' T-11" 1 7'-0' 8'-10' 8'-8" 8'-7" 8'-1" 12'-2" 8'-8" 7'-5" 12'-6" MULLION )R )N MULLION SPACING: "S" 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) MAIL FARE RATING MAXIMUM ftAc�G () MAXIMUM MULLION SPAN (FT) ©4"x6'k1/4" MULLION G1 4'k8'k1/4" MULLION 4"x7"x1/4"THICK UFLANGE) MULLION ORIENTATION #1 (=)t ORIENTATION #2 (0)'t ORIENTATION #1 ORIENTATION #2 ORIENTATION #2 (a)t END INTERIOR END INTERIOR END INTERIOR END INTERIOR 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' 35.0 7'-0' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6" 12'-6' 12'-6" 12'-6" 12'-6' 12'-6" 40.0 7'-0' 12'-6' 12'-6' 12'-6" 12'-6" _ 12'-6" 12'-6" 12'-6' 12'-6' 12'-6' 12'-6" 0 _ 7'-0' 12'-6" 12'-0' 12'-6" 12'-6". 12'-6' 12'-6' 12'-6" 12'-6' 12'-6" - 12'-6' 50.0 7'-0' 12'-6' 11'-T 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" t2'-6" 12'-6' 60.0 7'-0' 12'-6" 10'-11' 12'-6" 12'-6' 12'-6" 11'-11' 12'=6' 12'-6' 12'-6" 12'-6' 85.0 7'-0' 12'-6" 10'-8" 12'-1" 12'-6' 12'-6" 11'-7" 12'-6" 12'-6" 12'-6" 12'-6" O.0 7'-0" 12'-6" 10'-5-* 11'-6. 12'-6" 12'-6" 11'-3' 12'-6" 12'-6" 12'-6. 12'-6" 75.0 7'-0" 12'-1° 10'-2" 10'-11" 12'-6' 12'-6" 11'-0"_ 11'-11" 12'-6' 12'-6' 12'-6' .0 7'-0' 11'-6" 9'-it" 10'-6" 12'-4". 12'-6" 10'-10" 11'-5" 12'-6" 11'-11" 12'-6" 0 7'-0' ill-O.,9'-9° 10'-2" 12'-1" 12'-6' 10'-7" 11'-0' 12'-6" 11'-4" 12'-6' 90.0 7'-0" 10'-7" 9'-7' 9'-10" I V-10" 12'-5" 10'-5' 10'-8' 12'-6' 10'-10" 12'-6' 0 7'-0' 10'-2" 9'-5" 9'-6"_ 11'-7" 1 V-11' 10'-2, 10'-4" 12'-6" 10'-5' 12'=6' 100.0 7'-0' 9'-10" 9'-3' 9'-3' 11'-5' 11'-6` 10'-0' 10'-1"_ 12'-6" 10'-1" 12'-6" 105. 7'-0'_ 9'-6" 9'-1' 9'-1' 11'-3" 11'-2" 9'-10" 9'-10° 12'-6' 9'-8. 12'-6' 110.0 7'-0' 9'-3" 8'-11" 8'-10" 11'-1` 10'-10" 9'-9' 9'-7' 12'-6'- 9'-5. 115.0 7'-0' 9'-0" 8'-10" B'-7' 10'-11" 10'-7' 9'-7" 9'-5" 12'-6" 9'-1" 12'-6" t20.0 7'-0' 8'-9" 8'-8' 8'-5' 10'-9" _ _ 10'-3" 9'-5' 9'-3" 12'-6" 9'-10' 12'-6" 25.0 7'-0' 8'-6" 8'-7" 8'-2' 10'"7" 10'-0" 9'-4" 9'-1" 12'-6" 8'-7" 12'-6" 130.0 7'-0' 8'-4" 8'-5'-- 8'-0' 10'-6' 9'-9" 9'-2" 8'-11" 12'-6' 8'-5. 12'-6' 135.0 7'-0' 8'-2' 8'-4' 7'-9' 10'-4" 9'=7" -9'-1" 8'-9' 12'-6' 8'-2' 12'-6" 0 7'-0' 8'-0' 8'-3" 7'-7" 10'-3" 9'-4' 9'-0. 8'-7' 12'-6" 8'-0' 12'-6" 145.0 7'-0' 7'-10' 8'-2' 7'-5' 10'-1" 9'-2" 8'-10" 8'-6" 12'-6', 7'-10" 12'-6' 150.0 7'-0' _. 7'-8" 8'-1" 7'-4' 10'-0" 9'-0" 8'-9` 8'-4" 12'-6' 7'-8'. 12'-6' 155.0 7'-0' 7'-6" 8'-0' 7'-2" 9'-10" 8'-10' 8'-8" 8'-3' 12'-5' 7'-6" 12'-6" 180.0 7'-0' _ 7'-4' 7'-11" 7'-0" 9'-9" 8'-8" 8'-7" 8'-1" 12'-2" 7'-5° 1 12'-6' * MAXIMUM MULLION'SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. V�c EN No. 44167 -fl'• STATE OF Q R ID /i. CCO.; ...... • • '.< \ `"yip .E. SEAL/SIGNATURE/DATE 0 2020 TILTECO INC. 11r ri LTEC O INc. TILUT TESTING do ENGINEERING COMPANY 6355 N.W. 35th. SL, Ste. 305. V{RGM GMOENS. n. 33166 RMS : (305)871-1530 . r x : (30s)s71-ts31 e-mail: tilteco0col.com CA-0006719 WALTER A TILLIT Jr. P.E. FLORIDA Uc. # 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zor Nautilus DRAWN BY: W M.P. Ro]Hng ShutterS,ystem 06/8/2020 EXPERT SHUTTER SERVICES INC. DATE 668 S.W. WNITMORE DRIVE 20-064 PORT ST. LUCIE, FL 34984 PHONE: (80D) 749-9056 . FAX: (772) 871-0990. DRAWING No SHEET 26 OF 26