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Home My WebLink Aboutproduct approvals t GENERAL NOTES: B.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND S°ECIFICATIONS OF THE ANCHOR'S MANUFACTURER. i. NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT M.D.) HAS BEEN 9. ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEE1 9. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA BUILDING CODE. -3j5'ox1 1/4"CALK-INS MANUFACTURED BY POWER FASTENERS, INC. i NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-OADE -1/4"0x3/4" SOLID-SET MANUFACTURED BY ALL POINT, INC. /BROWARD COUNTIES). -3/8"0 KWIK BOLT TZ MANUFACTURED BY HILTI, INC, DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -5/16"0 TAPCON MANUFACTURED BY ITW BUILDEX, INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT A80VE MENTIONED SHEET. FOR A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. AND SHALL NOT EXCEED THE MAXIMUM (AS.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 26. EMBEDMENT • IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR SHALL BE FIRST REDUCED TO AS.D, DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING® 100% EDGE DISTANCE 0 1007 CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX. (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18& 20 THRU 26. 3/8'00 1/4'CALK-IN 3 3/4" 4 1/2" 1 1/4' (3000 psi) NOT ALLOWED 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, 1/3/1860 KWIK BOLT TZ '9" 4" 2 1/2" (30(0 psi) NOT ALLOWED 0x3/4"SOLID-SE? 3' 3" 7/8" (3000 psi) NOT ALLOWED A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NM USED IN THEIR ANALYSIS. FASTENERS 5/16"0 TAPCON XL 3 3/4" 3 1/8" 2 1/4" (2899 psi) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2G12. NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN 10,ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 1C, ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH IOA 11 11A 12 12A 13 & 13A FLORIDA REPORT M 1030.01-08 AS PER ASTM E 1996-05, E 1886-05 AND E 330 STANDARDS. QUALIFYING INSTALLATIONS FOR WIND ZONES 1,.2, 3 & 4, MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILTI, INC. INSTALLATIONS,AS DEFINED BY SECTIONS 6.2.1.1, 6.2.1.2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19 & 20 -HUS-H SCREW ANCHOR MANUFACTURED BY HILTI, INC. FOR ADDITIONAL LIMITATIONS. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY(UNLESS OTHERWISE NOTED), SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. 4. ALL SCREWS (EXCEPT END RETENTION SCREW�) TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL, EMBEDMENT 0 1007 YIELD STRENGTH AND 90 ksi TENSILE STRENGT 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 GROUT FILLED OR ANCHOR SPACING® 100% EDGE DISTANCE ® 100% CONCRETE CONCRETE BLOCK CODE SECTION 24113.3.4. 3/4"0 KWIK BOLT TZ 27" 9' 4 3/4"(3060 psi) NOT ALLOWED B. BOLTS TO BE ASTM A-307, GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM 1/2"0 KWIK BOLT TZ 22 1/2" 7 1/2" 3 1/4" (3000 PSI) NOT ALLOWED YIELD STRENGTH. 3/8.0 KWIK BOLT TZ 6" 4 3/8" 2"(3000 PSI) NOT ALLOWED 3/8"0 HUS-H SCREW 4" 5" 2" (3000 PSI) NOT ALLOWED 6. NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S. PATENTS ((6,095,225 AND #7,409,980. 3/8"0 WEDGE-BOLT 4 1/2" 4 1/2" 2 1/2" (3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR D SIDE RAIL SHALL BE AS FOLLOWS: 1/2"0 HUS-11 SCREW OR WEDGE BOLT 6" 6" 3" (3000 PSI) NOT ALLOWED 5/8"0 HUS-H SCREW OR WEDGE BOLT 7 1/2" 7 1/2" 2 1/2" (3000 PSI) NOT ALLOWED (A) TO EXISTING POURED CONCRETE: MIN. 3000 p.s.i. COMPRESSIVE STRENGTH. 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/1670 TAFCON XL ANCHORS AS MANUFACTURED BY RW BUILDEX, INC. TO PREVENT WAND/RAIN INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8"0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI, INC. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: INSURE PROPER ANCHORAGE.THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE,CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 2 1/4" FOR 5/16"0 TAPCON XL ANCHORS & 2 1/2"FOR 3/B"0 KWIK BOLT 3 ANCHORS, 13. THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A2) MINIMUM EDGE DISTANCE (E.D.) INTO POURED CONCRETE SHALL BE: 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL. 4" FOR 5116'0 TAPCON XL ANCHORS & 5'FOR 3/8"0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. 15. (o)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 A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE FROM THE P.E.D. THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILEC ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE (B)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL:ASTM C-90 CONTRACTOR'S RESPONSIBILITY. -5/16"0 TAPCON XL ANCHORS, AS MANUFACTURED BY ITW BUILDEX, INC. (c)THIS P.E.O. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. B.1) MINIMUM EMBEDMENT OF 5/16"0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED 8Y A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF UNIT SHALL BE 2 1/4% RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT, A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 8.2) MINIMUM EDGE.DISTANCE (E.D.) OF 5/16"0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE (e) THIS P.E•D. SHALL BEAR THE DATE ANO ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF BLOCK SHALL BE 4". EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL RECORQ THAT PREPARED R. 83) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS.VENEER OF. PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 16. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1710.8.3 OF SUCH PANELS. FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 171092 OF THE FLORIDA BUILDING CODE. • (C)TO EXISTING WOOD FRAME BUILDING: SPRUCE PINE-FIR-SOUTH (G-0.36), DOUGLAS-FIR-SOUTH (G=OA6)OR AWN 1kL C SHALL ONLY BE USED TO !tf!{}�+ �a,� SOUTHERN PINE O2 W/G - 0.55 MIN. ��4'•� ✓{E 7N THE STATE OF FLORIDA FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) -5/16-0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BUILOEX, INC. 1,1 �'F •, +� C za18 nL1ECO INC. * Ncutilus ovAw^BT� yy Roolling ShutterSystemo F.R.I.• C.1) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4" PHYSICAL �� THREADED ENT INTT FI -L-NO-44167 ,L C Q INC. 4/Ic71g NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. TICCIT TESTING k ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. ' C.2) MINIMUM EDGE DISTANCE (E.D.) OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4 EDGE DISTANCE IS ''�', tk'{ f .'Q.` 6sss pLw.asw s�.s�sw,enunu wnaNs,n..u,ee 1876 S.W.eILTNOnE STREET 15-071 BEYOND ANY FINISH MATERIAL. f .tit v,.:tuslsTt-lssc tv.:tsrulen-+ss1 FORT ST.LUCIE,FL.34984 6 0 A i d ma 1:Itt-Gt W.- ORAWING Ne PHONE(eao)749-9956.FM:()T2)W1-e59D C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON M t'r \� WALIE3 AOALLQ19r P.E. °'rt THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND �r��gM-�.��, FLORIDA Uc.A 4418. .Hors u. SHEET 1 or 26 SUCH PANELS. P'�JIR ryva•ss." 1s b4�A-E #8 #10 #4 #5 #6 3 #2 # 57c* 5911- amllwmmliulll::�, DETAIL A MSS HEAD T40SIXL0BEThREAD41D1.r�..**j A2 295' • OPTION#1 IMONGLI-HICI SCREW SPECS OPTION#2(w?vvASHER) DFr.0 4UJKT STARAESS STEEL W z SORE - (TYP,) COATED KITH ASILVER C DETAIL C OHROMED+7,EF ANnCORROSION COATING SYSTEM,AS MARRACTURIM 7 114'jil- BY SUN BELT COATING LLC Fy=191.4 IL fEU)MW-NGTK ut Bot'- Ftu=196.8 IcSiffENSILESTREMITK 123- -mu -e (TYP-) ,--207-- ....... "5,* STARTER SLAT .322'. ? (95063-T6 ALUMINUM ALLOY z-- sc�E In'- P SE— rtfl- Fy-31.5ksil-) DETAIL!B (U-V.LU.MTI-L.Y L-V-'U SCALE In` 1' SCALE 117.I' ZOO'-`'--'625- '-.2%r ACETAL BUSHING .-5r , zv (USE WI OPTIONS SI AND 62) -92�--r-1,220--7 25� BVSHNG SPECS DENSITY.149k-W 3,7k,, TENSILE MODULUS TTP.) (ELD TENSUESTRESSATY .9 135k.I BUILD-OUTTUBE @ FLEKURALMOvUUUS.5wk1I 125'- 1 2eo 2426 6083-TS ALUMINUM ALLOY MOD NOTCHED IMPACT.6.S SCALE In"-1' ' .7r OC RETAINING-1YSTEMS SCA'S .CR,!W+BUSHING L OEI BUILD-OUTTUBE CE; BUILD-OUTTUBE 605346 ALUMINUM ALLOY SIDE RAIL 606346 ALUMINUM ALLOY SCALE In-1' 9 606176 ALUMINUM ALLOY SCALE 107 V SCALE Iff-1, 9 *MUST BE REVIEWED BY SHUTTER MANUFACTURER TO ALLOW FOR A MINIMUM20W*- 0.050"CLEARANCE BETWEEN SCREW HEAMAND CAVffY WALL Al NON HURRICANE POSITIONS, E3 BUILD-OUT TUBE 2 6063.78 ALUMINUM ALLOY SCALE 10- .2W' 250--- OH 1/4-0x314-wBUILDEXTEK SCREW 259- CARBON STEELgg 2.* SCALE U�-I' -(Iyp) 2.' 01 5/16-0 ITW/BUILDEXTAPCON XL ANCHOR CARBON STEEL SCALE V2-- c n--7 "A 03c-- STORM BAR ------ f 05 CARBO STEEL 5061.'r6ALUMNUMALLO, 318*0 HILTI,INC.KWIK BOLT 3 ANCHOR SCALE Irr.I' 4Y.6 MULLION OG1' 4x8 MULLION 47 MULLION kJ1111011110004 SKEW--11 CALE W--11 IF TRAPPED ANGLE 061-T6 061-TSALUMMUMALL 6061-T6 ALUMINUM ALLOY ALUMINUM ALLOY SCALE J* FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 6063-TG ALUMINUM{CLOY 31a, 1� ��L SCALE In-V SCALE SCALE W.- C 2015 TILTECO Vr- F.R.L. * Nautilus Rolling Shutter System 11LIEC01 DATE TiLOT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. vacxr 1626 S.W.BILTMORE STREET Ogof-$3. 1 FOR ST,LUCIE,FL,349B4 DRAWING N. COMPONENTS .-J:V U-a-L-A, P,4NE:(SM)745-20-56.FU:(772)07-990 — FL 0 RO r-0006719 HA.114`A TILUT Jr.F.E. 2 or 26 REIA U..9 44167 � I f4 I 14 ' I I I 13 14 5 2 12 • D Ik 23 O ' 1 SIDE/END CAP 1B 2 HOUSING(BACK&TOP).040 THICK 19 • .� 3 HOUSING(FRONT&BOTTOM).040 THICK 4 SPRING BRACKET s + _� 5 SPRINGASSEMBLY 4 6 60 MM OCTAGONAL AXLE +. 7 SIDE RAIL(MAIN SECTION) .� 8 SIDE RAIL(COVER SECTION) •.i n + 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 9 11 ALUMINUM BASE SLAT ,® 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 HOUSING(BACK&TOP)FASTENERS 6 16 SIDE RAIL(MAIN SECTION)FASTENERS d 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY ® ® 19 OCTAGONAL AXLE FASTENERS S ® 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE d ® 22 GEAR-PLASTIC OR ZAMAC CASING ® - 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END Ole, 25 IDLER BRACKET VVITH BEARING d- BOX & END CAP ASSEMBLY COMPONENTS `tt111f(t1t111r� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) \\\\ `4 •,,,,,• �� JJJJ is 2015 TILTECO INC DRAWN 9: r�Q� �OENSE'� Nautilus F.R.L. Rolling Shutter System 04/1G/15 IL ECO ,,.. DATE ® '-a-•'� "—` - TICCIT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. �• �./ .*.= evs n.w.ss;n.sL.51.sm.llwwvu cwlzNs.R vlee 1626 S.W.BILTMORE STREET 1 n:en.:(sw1eT1-ms3.m.:pose>I-.s.: 5-071 ma'I:lJleco®aol.com PORT ST.LUCIE.FL.14964 DRAWING Na -a'• STATE OF r�'` e EB-0006719 PRONE:(BW)Tt9-9o5fi,FAR:(7)2J e71-0990 � WAITER A TILLIT Jr P o.rt ••�•• �t� '[• "\� FLORIDA Uc.fl 44167A - V•4/:. SNEET 3 Or i6 BOX l>Y/6 & Y/7 —BOX V/9 i�K 1tttP.�� V/9 O(TYP.) Y/6 & Y/7 -END CAP 1 ;�' —END CAP END CAP— L1, END CAP SLATSSLATS N` SLATS 'SLATS #r3 �} -SLATS SLATS #4 #4 • SLATS SLATS T #5 SLATS v "SLATS . r Nw, 0/8 "SLATS 0/8zo 0/6 SLATS 0/8 = O'/8 0'/8 0'/8 0'/8 di i SL_ SLATS �W SLATS -SLATS p I t -SLA NB TS p (Typ. EG. END) i (Typ. EG. END) N9 _ H5 SLATS SLATS 10 gto �J SLATS el SLATS /i,• ;•f///! / ,. . . �;,, ,77 S TORM BAR SPACING /," 'i: %/j'.'. i (SEE SHEET 22) ------- —�— �R Y/6 & Y/7 — © l>V/9-- -- —-- V/g I�Y/6 & Y/7 �J Mas.SLAT SPAN - —(SEE SCHEDULES ON SHEEfS 15 k 20) Mat. SLAT SPAN TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS *, ** — — -- (SEE SCHEDULES ON SHEET 15)-- `—'-"---- — NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS N.T.S. 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 IHSTALLATIONS W/O STORM BARS, LY/ STORM BARS OR W/STORM BARS & MULLIONS W/ HEIGHTS UP TO 11'-0". (o) CURTAIN SHALL START W/ #1 SLATS AT TOP, FOLLOWED B'F (}2, #J, .... THEREAFTER, ALL THE WAY DOWN. EACH SLAT # SHALL CONSIST OF MIN. FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW N1 SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED. QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLATOB MAY VARY 41rrN SHUTTER'S HEIGHT. (6) BOTTOM SLAT RUST BE ALWAYS INSTALLED. ** CASE 2: SHUTTER HEIGHT LARGER THAN 71'-0"APPLICABLE TO INSTALLATIONS W/O STORM FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) BARS AND W/OR W/O MULLIONS W/HEIGHTS LARGER THAN 11•-ri". ��GR••:•• C 2015 TILTECO INC. Nautilus + DRAWN EIV (a) CURTAIN SHALL START W/ dt SLATS AT TOP, FOLLOWED BY §2, #3. .... THEREAFER, ALL `Q�•4' CEc� 1 `+Q u l I u S F•R.L THE WAY DOWN. EACH SLAT B SHALL CONSIST OF MIN. FIVE (5) SiAiS OF THAT SLAT .��V;(_ •y% ECO ,, Rolling Shutter System D4/tG/t5 NUMBER. PROCEDURE FOP. ADDING SLATS DOWNWARD BELOW #1 SLAT SHALL BE �" •/�' 3 'L G y Q INC. DATE CONTINUED UNTIL #10 SLAT IS INSTALLED. AFTER, #10 SLAT IS INSTALLED, ADDITIONAL #10D j}y, 7 •�. TICCIT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. — GINN Owms.r..A-1 1625 S.W.BILTMORE STREET 1,P,—D71�• 6755 M1W._615.Sl.91a.59l.N9 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT, •,/,•- �• *l 1 'r:*= Prr..:(Sm)67+-155c.r.,:(005)971-+SEI PORT 5T.LUCIE,R.34984 (h) BOTTOM SLAT©MUST BE ALWAYS INSTALLED, • .-1:Ult...eoLe°m PR E:(SM)749-9056,PAY(772)671-0590 DRAWING No o'• STATE OF •� E9-0005719 _ WALTER A TIU Jr.F.E. DN�rypj�E FLORIDA U..®4<tfi7� - y.o/.+ � SHEET 4 OF 2E Max.MULLION SPA00 W-1 10 OR W-2/11 OR If-In (SEE SCHEDULE - '�OE G�i 0r K-3/12 OR W-413 �0r or 7 : ON SHEETS 24,25&2E) / W-1 10 0'N W-2/11 OF / Max.STORM BAR SPACING Max,MULLIOtJ SPACING I/ � REAR ©Of© O< ®"' W-3/12 OR W-4/13 BOX (SEE SCHEDULE ON SHEEP 22) (SEE SCHEDULE V/9 `' ON SHEETS 24, 25 & 26) _ ./•'. 'r: 'r // _... -.'. _ /.:'i. 'a '/. •f. •/• BOX 1 END CAP--- 1 END GAF.. i`' B1 _. yl SLATS SLATS #2 2 SLATS SLATS J N suns N < SL suss A4 Z N SLATS N N <N , SLATS <e va SSLATm S LATSZN z Q8 uoo Q/8 = SLATS sots zEz #7 <w �w A N7 ? SLATS � - �r� I SLATS <o (TYP.) R/8 R 8�' oo < (TypJ _`. -T R/8 R/8r�= - or :: 2 or or T#8 - i R'/8 -R'/8 �"suis =" o N -- _1_ R'/8 R'/8;; surs�j�� _� w R/8 or --- - -- (Typ. Ea. END) R'/g I (TYP. Ea. END) R/8 :I R/8 sursR/8 R/8 or or I or or Rr/8 i i Rr/8 ------ #To R'/g R'/g 1 #10 . . I� I, ,--1 SLATS1_........ I I :. �• SLATS �---AAAA._ .i/ i/ .///,, /, //.•.//;AAAA. /�J,:/:.,. . 7'1.. - .,';,''1'./%: •i :)' :/,' /". ,.; i..,' I W-11110 OR W-2 11 OR { o MAX. STORM RAR SPAC114G-- -_ '�. �� / B SEE SHEET 22) ;® IW-1/10 OR W-2/11 OR { I-( I W-3/12 OR W-4/13 tTYP•) W-3/12 OP.W-4/13 V/9 (TYP/•) Max. SLAT SPAN Max. SLAT SPAN Mcx. SLAT SPAM Max. SLAT SPAN Max. SLAT SPAN _ Max. SLAT SPAIJ = ------'------'-� - -----'---'---I r AAAA SPAN ---=. ---------SPAN ---- (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION *, ** TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/0 STORM BARS W/ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. M.T.: PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: * CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN I V-0".APPLICABLE TO INSTALLATIONS W/O STORM BARS, W/ STORM BARS OR W/STORM BARS & MULLIONS W/ HEIGHTS UP TO Ili-O-. (o) CURTAIN SHALL START W/ #1 SLATS AT TOP, FOLLOWED BY #2, b3, ..... THEREAFTER ALL THE WAY DOWN. EACH SLAT ® SHALL CONSIST OF FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW #1 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED, QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLATQB MAY VARY WITH SHUTTER'S HEIGHT. 11111111111111111//// (o) BOTTOM SLATOB MUST BE ALWAYS INSTALLED. 11111 A'71� S FLORIDA BUILDING CODE (Non High Velocity HUrricone Zone) A 4 ** `��`:•'••\CEN '•;�� i C 2015 nLTECO INC. ORAIYN 6Y: CASE 2: SHUTTER HEIGHT LARGER THAN I V-O"APPLICABLE TO INSTALLATION W/O STORM BAR A140 W,/ SF * Nautilus F.R.L. MULLIONS W//HEIGPTS LARGER.THAN 11•-0•. Rolling Shutter System 01/10/1: (o) C SHALL START W/)J1 SLATS AT TOP, FOLLOWED BY k3, AAAA. THEREAFTER ALL THE WAY DOWN.WN. EACH SLAT{j SHALL COIJSIST OF FIVE (5) SLATS OF THAT SLATNUMBER PROCEDURE FOR EXPERT SHUTTER SERVICES INC._* S`J `�' �l•� *C TILUT TESTING h ENGINEERING COMPANY ADDING SLATS DOWNWARD BELOW 7 SLAT SHALL BE CONTINUE UNTIL 10 SLAT IS INSTALLED. AFTER e]55 FF.]6U.Sl.St..]95, Lu,N f WSGi;R]]16E 1626 S.W.BILTMaRE STREET A' STAOF r z o>,.:(]o])En-wo.i..:(]es)]n_mn 15-071 K10 SLA? IS RJSTALLEO,ADDITIONAL X10 SLATS MUS?6E USEC TO CO!dPLETE THE TO?AL SHUTTER �'• 14 =71:6iteco®ool.— PORT ST.LUCIE,FL.34984 ORAWING Na F0131 EB-0006719 PHONE:(EOC7]49-9x56,FAi:(]]2)BTl-a95a HEIG•-T' i�O•'• P v�`` WALrR A -a Jr.P.E. (tj BOTTOM SLAT©MUST BE ALWAYS iNSTALLEG. A `�yl�'E FLORIDA U..6 44167 ' - i,a.. ' SHEET 5 or 2E POURED TAPCONS XL W1 2 1/4" Mh. 1'xi'xI/8' OR 2%2"x!/S" 1/4"0.3,'4" TW 80-OEX -,En SCREWS 5/16"o TAPCONS XL W/-- CONCRETE I EMBEDMENT & 1`00,0.050'GA L'i ALUMINUM TUBE 2 1/4"Mii, EMSEOVENT REO*D STEEL WASHER 0 24' o.c. W/-I"D.C.,I,OOEO'GALVANIZED STEEL "O.O..CCEC"GAL4. 5/16"e TAPCONS XL W/— WASHER 9 24" ..C. 14'Min. EMBEDMENT L 4 STEEL WASHER 6, '24" / C 24" c., —7 POURED CONCRETE 09 GROUT FILLED PO RED C NCRETE CONCRETE BLOCK ORUGROUT OFILLED WALL REQUIRED. CONCRETE BLOCK WALL REOU!RED EDGE OL EDGEOPENOF OPENING OPENING EXISTING EXISTING EXISTING GLASS- GLASS— (BEYOND) (BEYOND) (BEYOND) CLASS— SEE ANCHOR n SEE ANCHOR izi SCHEDULES ON SCHEDULES ON In SEE ANCHOR SHEETS 16, 17 In SHEETS 16. 17 z SCHEDULES ON & 18 z & 18 OA SHEETS 16, 17 rA� m 0 - & 18 Mi., SEPARATION Min SEPARATION Min, SEPARATION I . ; TO GLASS TO GLASS w (SEE SCHEDULES, ., (SEE SCHEDULES, DMIOR TO(SE- SCHEDULES. i EXTERIOR 014 SHEET 15) ON SHEET 15) ON SHEET 15) t c�. OR EB 0/8 0/8 0/8 ' 0/8 0/8 0/8 POURED POURED CONCRETE 0 R CONCRETE ORGROUTFILLED--*-' OR GROUT FILLED CONCRETE BLOCK POURED CONCRETE K CONCRETE BLOC L WALL REQUIRED OR GROUT FILLED--- WALL REQUIRED. CONCRETE BLOCK z WALL REQUIRED. i. EDGE OF EDGE OF. OPENING 1`13 -atl V 2 1/16" 2 1/16" MIN E.D MIN. E. 1" 3- -.1 1/2".1 1/2",0.062".CONT.ALUM. --2",;4".O.OG2".O0NT. ALUM. ANGLE T EO ANGLE W/ 5/16-0 TAPCONS XL W/ POURED CONCRETE 6/16-0 TAPCONS XL-/— ,. 5/16'0 TAPCONS XL W/-- 2 1/4* Min EMOEDMEN�6 24"ox 2 1/4"MI., EMBEDMENT 2 1/4* Vi, EMBEDMENT (f'c=3 k.( Min.) REO'D. 0 24"o.c. 24' c.c WALL.MOUNTING FLOORICEILING/TRAPPED MOUNTING BUILD-OUT MOUNTING SECTIONS Y 1,1111111110", FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) C 2015 TILTECO INC DRAWN$T: F.R,L INSTALLATION DETAILS ON EXISTING POURED Nou tilus Rolling Shutter System 04/10/15 CONCRETE OR GROUT FILLED CELL CONCRETE /7i-L rE C-0 ,,c PERT SHUTTER SERVICES INC. TIL.1 1E.1n)...ENGINEERING COMPANY EX 51LTMCRE STREET 15-071 (10j",—•F— .1 PORT ST.LUCIE.FL.349154 "WING Na --1 tilt..0-i— p,,0NL-(Baa)749-9056.FM:(772)In ES-0006719 SCALE: 3116* = I" BLOCK BUILDINGS 0 R • WALTER A.TILLT Jr.I FjE SHEET S OF 76 jT S;Q E F�_CPiCA Lk.#44 6 EXISTING WOOD--- EXISTING WOOD- __/16'0 TAPCONS XL W'/ 5/16'0 TAPCO.\S%L W/ TRUSSES OR RAFTER. TALSSES OR PEER -e 1/2"M.,PENE7RATIOn; 2 1/2"Nin FENETRAiION ..1/4'0x3/4'ITW BUILDEX 1/4'0.3/4"ITIY BUILDEX 1'.7'x1/B'OR I'a 1'ai 8"aR & 1"O G.xO.060'GALV. EXISTING WOOD h 1"0.0.'0 060'GALV. 2"x2'+1/B'--.. TEN SCREWS Y! / / ERUSSE OR R / TER SCREW'S W ---TRUSSES OR RPFTER. 57"eEL WASHER b 2a'oc. '-YRUSSES 0.R RAFTER STEEL WASHER 0 24" ALUMINUM TUBE 2".2%1/8'—ALUMINUM • , 0.c. 1'C.0.+0.060'CALVAIfZEO .'G.D.+0.060'GALVANIZED STEEL WASHER 0 24' o c. STEEL WASHER 0 24'5/16"o TAPCONS XL 0.c. T r. APCONS XL i -ti•^ ___._._^ 1 W/PENE/72 TON ' 2 NEf'7 0N 1Y/P6 2�oc / � _6_24 (2)2'x4'OF moi' _ (2)2'a4'OR �_ :\ 0.c. 2'x6'CONT.- 2'x6"CONTr, / (% 2"x4"OR i WOOD HEADER W000 HEADER (2_)2"x4'OR _ /'� _) REQUIRED �� •-'� J/,y'-y�� REQUIRED 2 a6'CONT.- 2'x6"CONT: W000 HEADER ! Wp00 HEADER ` (\/,( REOUIREOREQUIRED EDGE CIE. OPENING 1 ` t ---0 v EDGE O:•'• i M ECCE OF "�'"` II ( —OM m EDGE 0� }- 1 v { OPENING I -� OPENING ( P __O I r k o ENING t j _M EXISTING _.-I L/ o EXISTRJG o 'y GLASS- EXISTING - J' I `l EXISTING _ GLASS ' _ I _. I- (BEYOND): Daft R a (BEYOND) �:, ' In GLASS i jI { EXIQtlOR o GLASS- _~I..• I EXMR y (BEYOND) 11 (BEYOND), I t - (z)z'+a'oa k Win. i I E21OR©3_' T ,- w _ I SEPARATION H i : WON o 2 2"+4'Oft I I ' l i (2)2'x6' w i () Mir.. CONT.WOOD ''- - TO GLASS 1 2".6"CONT.- t 1 1 SEPARATION ¢ '2)2'a4'OR 1 I Min. STUD® 16' \ f (Sm RNEDULE ON < 1 ?_._.O •.1_._. I." TO GLASS ¢ WOOD STUD. - SEPARATION WOOD STUD 1- TO GLASS >: 3 O.C.AlAX. 1' I SNECI 20) = 3 ;' 3 ®16'O.C. �' fl - '-($fE SO1mUU:W i ; O 16'O.C. ` I ( W REQUIRED. -- -.'-- x --__._.. ' _ ___ 1 MA%. REQUIRED "'-- -y --' SOSxFFT�t>) s MA%. REQUIRED SNEO 20 )I (SEE SHEET - } -SEE ANCHORS -'c""-" "( SEPARATION (SEE SHEET 20) ,_.�: v (SEE SHEET 20) 20) (. I SCHEDULE :a kk To GLASS i' I. K -r, ...''• ,i I ON SHEEP 21 N i I j(SEE SOIEOUtE ON m 1 SHEET 20) s 0/8 I II B D/B x m I m 0/8 0/8 (2)2'x4'OR ( rEE ANCHORS I' SEE ANCHORS -wAL FINISH (2)2'x6' - CHEDULE I SCHEDULE EDGE OF 1 CONT.WOOD I N SHEEP 21 m EDGE OF13 da OH SHEET 21 OPENING I E_ STUD® 15" I OPENING. O.C.MA%. - - REQUIRED. E 0 LI 1/2"xT 1/2"x0.062' , (SEE SHEET I E.O. { 1 SEE ANCHORS E. .y xCONT.ALUM.ANGLE 20) ALUM.ANGLE CONT. - EDULE ONHSHEE7 21 _- 5/16.0 TAPCONS XL ( . W/2 1/2'Min, 0/8 0/8 s/16'o TAPcous XL Jg PENETRATION W/2 1/2'Min 4 'WALL _,W� 24"o.. ( �. I PENETRATION 2'+4"OR 2 6 F"SH 2'x4'OR 2'x6= l 4. -WALL FIT6� I I '`WALL FINISH ®24'o._ D/B D/8 I CONT WOOD CONT.WOOD r i 2"x4"OR 2'+6= I Z'x4'0n 2'a6" I - 1 EXISTING WOOD j I BOTTOM PLATE -� EXISTING WOOD BOTTOM PLATES - I I' F EXISTING WOOD' COM.WOOD EXISTING WOOD CONT.WOOD 7, OR REQUIRED �. _ DECK OR REQUIRED i DECK OR REOUI ED BOTTOM LATE DECK OR BOTTOM PLATE -�`- 1 DECK ET CONCRETE SLAB * CONCRETE SLAB' SEE SHEEc 20 I ` r•I �.�% !I ,-CONCRETE SLAB REQUIRED OREOUIRED.'• ( ) REQUIRED. (SEE SHEET 20) O CONCRETE SLAB• SEE SHEET 20 - j—__ B i ( ) /' �• REQUIRED. (SEE SHEEP 20) ' REQUIRED.._- B I WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS N.T.S. Q111111111111111 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) \\A\\��(S•••,„•• ��'��j� C 2015 TILTECO INC N a u t i l u s DR`•p L6Y: Shutter S tem Rollin -��=r.:'�..._ --•-�:-._.= �L EC INt. 9 � J4oare7= TILLIT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. + 8]95 M.M.561M.9L.Su sob,xMONu,toads.n.ssl se 1626 SW.BILTMORE STREET L* / C Axo+.:(sm)6T1-16sa.Ta.:t5os)aTl-1nm 15-071 m0't.Oltecol9eCl.com PORT ST LUCIE,FL.34984 -o'• STATE OF (�` 4 EB-0006719 P CNE:(9W)749-9056•Fut:.(77 2)871-099C DRAWING No � HALTER A TILLIT Jr.P E FLORIDA Uc.b 44115] ' _ m/u M' SNECT 7 OF 215 /LV MTn. EZ POuREC CONCRETE Ex,- OR POURED OR F- CID OR GROUT FILLED -Cf�) I GROJI. 01 01 POURED C014CRETE BLOCK 1� CONCRETE Oil (SEE SCHEDULES ON CONCRETE Or POURED (SEE SCHEDULE OUT FILLED OR'J) S ON (SEE SCHEDULES ON OR I 1,*1/- CONCRETE OR SHE-E7S 17& 18) SHEETS 17 18) C014CRETE BLOCK SHEETS 17& 181 GROUT FILLED C, I CONCRETE BLOCK OURED 'NCR E 0i' FILLED U U3, R.T ONCR X (SEE SCHEDULES ON'% GROUT FILLED— CONCRETE SHEETS 17 & 18) BLOCK 750, 4 2 54S'- 1411-- 4- CA OE OR(�)J --- 2"OR 1, UA -OA (H)- (-Djd*- G 1/2'. 1/4' E.C. OR 1/8-SUP 2". /4- 0 4'ox� 1/ 1/4' -OD 0 4'Cc /2'.!/4' 1 0 R 1/6 SUP OR 1/8-SUP R I ,SU 0luJ SECTION W/ STORM BARS FLUSH MOUNT (WALL) TRAPPED MOUNT BUILD-OUT MOUNT SECTION P—P BUILD-OUT MOUNT SCALE 3/16" SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SCALE:1/4'- I* --@OR(DI- @ OR(O- -OA @ 4'G.C. I/2 r/4' @ 4*o.c. 0 4- 1' �"'ox. -,I� 4'o.c, P/0-11n�nD SUP @ 4"o.c. t OR 1/8 SECTION Q'—Q' i/rT/4' 1/2-, 1/4' OD 1/4- 1/2"� 1/4" 1/i�T/4* ORIENTATION #1 OR 1/8-SUP OR 1/8-SLIP 01/2".1/4' D1/2- -SLI R 1/ SLIP R 1;8-SUP @.:OR t/8"Sup OR 1;0 P@ WALL MOUNT END MULUON SECTION Q—Q (PLAN) SECTION Q-0 (PLAN) SECTION R-9 (P SECTION R'—R' (PLAN) ,•-o ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 & #2 ORIENTATION #2 0 4'D.C. 0A WALL MOUNT END MULLION WALLMOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION — INSTALLATION DETAILS INTO MULLIONS G, G1,G2 SCALE:1/4--1' (31/2'. 1/4* R 1/8"SUP R 1/8"SLIP (2) 2"x4" OR 2"x6' STUDS Eo.'AO. (SEE SCHEDULE (2) 2-x4*' OR -0 (SEE SHEET 20) f- � * ALTERNATIVELY TO @, A I - ON SHEET 21) 2"x6" STUDS— MIN. 1/2' 1/4"0-20x3/4" S.S. IkS, (SEE SHEET 20) (SEE SCHEDULE SECTION Q'—Q' (P .d. ON SHEET 21) PLYWOCD�I W1 NUT MAY BE USED MIN. 1/2' FOR THIS CONNECTION ORIENTATION #2 PLYWOOD-- 7 ---- --- WALL MOUNT END & INTERIOR MULUON @20R E03 1.7-—2.250" 2'OR I' TIQ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) OR 1/8 4- su pj ,:2015 TILTECO INC, D" FLUSH MOUNT (WALU R 1/8-SUP • .. S * Nautilus BUILD-OUT MOUNT No.44167 Rolling Shutter System DATE SECTIONS 0'-0- (PLAN) Tp TICCIT TESTING 9 ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC 1626 S.W.910MORE STREET PORT ST.UUVE;171� 34584 07 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS DRAWING Na T WALTER rORMA TILUT J,P.E. SHIEET 8 Of 26 SCALE:1/4'- r L;C.f 441E7 C• DATE_ A 1/2" Mir.. E.D. 4 1/f" M;n. E.D. --FOR 3/8"0 CALK-IN ANCHORS (4) 31E"¢ CALK-IN ANCHORS OR OR - 3" Min. E.D.- - - 3' Min. £.D.-•---FOR 1/4'%SCUD-SEI ANCHORS (4) 1/4"0 SOLID-SET ANCHORS CH <" Min. E.D.- - - -4" M11in. E.D:-•---FOR 3/5"D NW;K BOLT TZ EXPANSION ANCHORS (4) 3J6•¢KW1K 6017 TZ EXPANSION ANCHORS OR (t} ANCHORS* PER (4) 5/16"0 TAPCON XL ANCHORS-i"- STORM BAR CONNECTION, -3 1f8" Min. E.D: - 3 1j8" Min. £.D:--FOR 5,116"¢TAPCON XC ANCHORS 3 1„ SEE TABLE 2 ON SHEET 23 EDGE.OF SLAB EDGE OF SLAB 1/4" TAPMin. EMS XL W/- -� J (iyp. TCP & BOTTOM) 7F APPUC ABLE 2 -.'Min- EMBEDMENT 1"' -•, •' ;F APPLICABLE & i'O.C.xD.060"GALV. •,� -"� _ STEEL WASHER. 6 24"c.c. Y =u`�-4: .'{K} DMIOR .r r a" Min. E: IF ?" '`',• t 063-T6 • 9' � L�----�-� 2"x2"xt 6"z0'_5" 6 ALLOY) POURED CONCRETE 2" © 6 - - POURED CONCRETE.. ALUMINUM ANGLE EA. SIDE W'/ ( 1 c=3 Ksi 5`min. �_ _ (T'c=3 Ks;)•5"min, .a 2" A 9 (2) 1/4"0-14x3/4" ITW BUILDEX TEK THICK REQUIRED `f�f,..tl -5/1b'0 TAPCONS XL THICK REQUIRED SCREWS TO STORM BAR(�K r ,. i W/ 2 1/4" Min. .�: r;, o --..s'-__-J (TYP. TOP & BOTTOM) - ]k EMBEDMENT & '': i`O.D.x0.060-GALV. _ _ STEEL WASHER FC � u �� a ', � SECTION S-S o., 24'o. j• BOX 1 r 1 rMACHINE SCREW FULLY `tyx EMBEDDED INTO ANCHOR ANCHOR 1" Min. FOR ,,--"'� -__, .___. _ BOX -" ., WIND TZONE _+, _t DETAIL l 3/8"2" Min. FDF. t SEE STEP 3 ON SHEET 14 FOR SPECIAL N _ _ .`�__- �.Ix * 1/4'0. 3 " OUD SET MACHINE SCREWS USED JOINTLY W/ WIND ZONE TREATMENT FOR 1YINC ZOrJES 1 THRU 3 1/4`0 x 3/4' SOUO-SEI OR 3/8"0 x 1 1/4"CALK-IN ANCHORS a 1" Min. FOR RESPECTIVELY SHALL BE LEFT TOGETHER WJ ANCHORS AT THE TIME °i STORM BARS ARE REMOVED. (SEE DET. A), z cw 4 `. ' ....:..._._..__ "'w WIND ZONE - I. w — _ 7 <v 1-3 t EXTERIOR _ ^�•Min. �; @ z ii (2) ANCHORS* PER GO N !' SEPARATION TO o _ STORM BAR CONNECTION. z 3 ON SHEET 23 S TABLE - 2" Min. FOR EE A s o 4. , (SEE SCHEDULES ON I. J '^o WIND ZONE-'- - F TOP&BOTTOM) o SHEETS 15 & 16) t; N w 4 Ln =__ BEYOND ;(YP- o= "'�"• (2) 3/8"0 CALK-IN ANCHORS OR v W EXTERIOR xr Min, (2 1 4"0 SOLID-SET ANCHORS OR it ) ! .. _.1.:._•_4 N M N• -- SEPAG�S TO (2)3/g"0 KWIK BOLT TZ EXPANSION ";•. j `(SEE SCHEDULES ON'. ';_A ANCHORS OR 1"( Y 1' SHEETS 15 & 16) �', (2) 5,116"0 TAPCON XL ANCHORS BEYOND EXISTING---- ` l EXTERIOR !a GLASS ,=--- - ® ® • 2"x2"x1/B"xO'-5" (6063-T6 ALLOY) AliEXISTING-- d _ _ _ I I. ALUMINUM ANGLE EA. SIDE W/ _ 2" O "--(2) 1 J4"0-14x3/4' F WpUILDEX TEK GLASS I. I' - - ,--_. I S1 .i 4? S1 SCREWS TO STORM BAR K I�( (TYP.TOP/BOTTOM). +I (TYP.TOP/BOTTOM) -_5. ;�.• (Typ.TOP & BOTTOM) l SECTION S1-S1 (TTP.TOP/BOTTOM) 1(STOP/8070M) / , 4" Min. ' MIN. E.D'' E.D. O I POURED CONCRETE s-..._._. -1 1/2"xi 1/2"x0.062"xCOM, ALUM. 6 (Pc-3 ksi) 5' min, f' E ANGLE W/ 5/16"0 TAPCONS XL W/ THICK REQUIRED 5/16'0 TAPCONS XL WJ— —r 2 1/4"Min. EMBEDMENT 8 24"o,c. L_. 2 1/4' Mir,. EMBEDIAE14T _ ' WALL MOUNTING £ODE OF SLAB? • +Poua¢o concacrE-' EDGE GF SLAB � ty++L+++++Hp IF APPLICABLE xY�ly,1 Ip�oo FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) IF APPLICABLE .: 'n.THICK REO'D 51/2" Min. E.D.-=•- ---4 1/2" Min. E.D.---.-•FOR 3/8'0 CALK-IN ANCHORS `�'t..,..••••,•,.,t1�4i„^ Clots 1nTECo INC, j�j a I I.j,I I u Daam:ar: --3" Mir. E.D.--- ---3•' Min. E.D:-- FOR 1/4'0 SOLID-SET ANCHORS Q`,• �ruENS�r I�J lA l.A (. r ------4" Min. E.D.- -"- "---4" Min. E.D FOR 3,16'0 KW:i:8017 TZ EXPANSION ANCHORS "• t � Rolling Shutter System 04/10/15 -. 3 1/8" Mir. E.D.----3"r---3 /8' Mir. E.D. -•FGR 5/l E"0 TAPCON XL ANCHORS t',*ty'!_-__,;�(e� '7L ECO INC, DATE T SHUTTER SERVICES INC. TILL(T TESTING&ENGINEERING COMPANY EXPER - u ]]]]N.r:,]6N 54.SN.]M.NWGWN WiDG+s.41-11 1626 S.W.BIITMORE STREET 15-071 T Pnne.:(30])sT+-Is]a.r"::S]os)nT+ +e+ PORI ST.LUGS,FL.34984 FLOOR TO CEILING[TRAPPED AND WALL MOUNTING:STORM BAR STA E6 L�,�+ <-ren--00067rral.�om DRAWING No i""�+• P '=vti E6^0006719 PNOIrr;(6D0)Tag->�¢56.Fnx:('+T7)6TI-OS90 WALTER A TIWT]r.F.C. 9 OF 2E SHELF SECTIONS V P'G GFJC7UR Eya` FLORIDA Lk.@ 44167 ,-¢•. m7'] �� SCALE:3/16'- 1' x�i �` 9' Min, E.D, •--FOR (1) 3/4"0 KWIX BC,-- TZ EXPANSION _2 —1 tit" ANCHORS @ END AND INTERIOR MULLIONS @&@ (ORIENTATION #Q AND END MULLIONS@&@ (ORIENTATION #2) FOR (2),3/4"0 KWIK BOLT TZ EXPANSION Min E,O: 2" Mi,- E,C='- ANCHORS @, INTERIOR MULLION in (T�l (ORIENTATION #2). EXTERIOR DMIOR EDGE OF SLA '-P EDGE OF SA5 3*x3'xI/2x0*-6' 4" IF ATi5Rc—ABLEAPPUCABIE 6" (6061-TE ALLOY) Alum, ANGLE FA SIDE W/ !R 3"x3'x1/2"x0'-4" '2) 3/4"0 Tt_U BOLTS A. (6061-T6 ALLOY) Alum. TO MULLTON;G,& L (1) 3/4"0 KWIK POURED CONCRETE ANGLE EA. SIDE'W1 (2)2) 1 '0 THRU BOLTS TO EXPANSION ANCHOR 1 1/2' Vc = 3 ksi Min.) 3/4 2' 8" Min. THICK REO'D. MULLION0& (1) 3/4-0 W/ 6" Min, EMBEDMENT ' L KWIK BOLT'TZ EXPANSION I T/2 'Typ. TOP & BOTTOM) TO POURED CONCRETE y___3 -ED,- ANCHOR W1 6" Min. 6"__ EMBEDMENT TO POURED CONCRETE (Typ• TOP & EXISTING BOTTOM) SECTION X1-X1 W/CG) ALTERNATIVE SECTION X1-X1 W/(G-)* .0 GLASS (END & (END & INTERIOR MULLION) INTERIOR MULLION) Min. 2 ----CG !QR OGI w 0 [ENTATiON (W/ ORIENTATION W (4"X6") 6"YC) 1 1/2- 1 1/2" 1 1/2' 1 1/2" 3"x3'xI/2"x0'-4" In In (6061-T6 ALLOY) In Alum. ANGLE EA, SIDE W/ (2) 3/4"0 TH)-R.0 BOLTS 3' 3 3- = TO MULLION fqjt C) &-- (1) 3/4"0 KWIK BOLT TZ vz V EXPANSION ANCHOR nG1 0 W/ 6.1 M CONCRETE (Typ. 4" EXTERIOR4- EXTERIOR z R/8 or R/8 or TOP & BOTTOM) in. EMBEDMENT TO Q/8 or, Q/8 or POURED I :C R 3 '/8 OG1 R'/8 a- EXTERIOR :5 _4 :k Ia T D yi 1 1/2' L=====J v '3"x3"w1/2'x0'-8' (6061-T6 ALLOY) X1 1 1/2- _.3"x3"xI/2*xO'-8" (6061-T6 ALLOY) (TYP.TOP/BOTTOM)' (TYP.TOP/8DTTOM) Alum. ANGLE EA. SIDE W/ (2) 3/4"0 Alum. ANGLE EA. SIDE Vi/_(2) 3/4"0 xi !I . THRU BOLTS TO MULLION IT, & (2) EQ. -EQ,-' 1 1/2- THRU BOLTS TO MULLION G�i & (1) "0 KWIK BOLT TZ EXPANSION 3/4"0 KWIK BOLT TZ EXPANSION -2- 2"--1 3/4 ANCHOR 'W1 6* Min. EMBEDMENT Tr, ANCHOR All 6" Min. EMBEDMENT To POURED CONCRETE (Typ. TOP & POURED CONCRETE (Typ. TOP & !;h. 2" BOTTOM) ?'PL. SECTION X1-X1 W/ C2 BOTTOM) POURED CONCRETE (END MULLION ONLY (INTERIOR MULLION ONLY) 3 ksi Min.) (END & INTERIOR MULLION THICK REQ'D. (W/ ORIENTATION 4 1 ALTERNATIVES SECTION X1-X1 W/(a* EDGE OF SLAB' EDGE OF SLAB (8"x4") (W/ ORIENTATION # 2 IF APPLICABLE IF-APPLICABLE (4%8") FOR (2) 3/4`0 KWIK BOLT TZ EXPANSION Min. E.D -"-'9"1,15, E,O-—ANCHORS 0 INTERIOR MULLION (ORIENTATION #2). SIDE RAIL;D'AND BOX NOT SHOWN FOR CLARITY --s' Min. E.D.------ --9" Min. E.D.-------FOR (1) 3/4"0 KWIK BOLT TZ EXPANSION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ANCHORS 0 END AND INTERIOR MULLIONS (ORIENTATION #1 & #2)AND • G 20T5 TILTECO WC� END MULLION @ (ORIENTATION #2) E N se Ncutilus G— OR 44A57. Tj Rolling Shutter System 04,'IG/I! DATE FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS nG 31 LIE C 0 Inc. ERT SHUTTER SERVICES INC. SECTIONS W-1 EXP STING & ENGINEER"" I —" -j,,'.�. " n.160 1626 S.W. BILTIVORE STREET 15-071 T"U," 351 PORT ST.LUCIE,FL 34984 DRAVANO 14. (SX)749-9056,FM:(772)$71-D990 PHONE. EB-0006719 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION WALTER A TILLIT Jr P.E. FLORIDA J,.f 44167 S.EIT 10 Of 26 SCALE: 1/8"- I' EDGE IF APFLiCABLE 2"xMULL10N DEPTHx1/8" Cont. ALUM. TUBE(TOP & BOTTOM) W/ 1/4"03/e"ITW 8uILDEx TEK SCREWS ' 5/16"0 TAPCONS XL W/ 2 1/4" W/ 1" 0,0.x0.060"GALVANIZED STEEL MIN. E.D.3/4' Min. EMBECMENT 4 24" ox, WASHER 24"cp 1j,6., -�. 41; .c. Min. E.D -t _-� 1" 1 1/2` "--"—•-----__ I _ EDGE IF APPLICABLE- 1...L_....._...._..._ [�-- EDGE IF APPLICABLE I - -- 7 3/4" Min. E.D. . CONTINUOUS POURED-•--��.. t0„ CONCRETE(f'c=3 ksi Min.) -. — -- \ 7 3/a" Mi, E.D. T2" 2".� 8" Mia THICK REQ'D. 2" 1 END CAF �.,• .'• POURED CONCRETE ' (f'c = 3 ksi Min,) --' POURED CONCRETE EO•. XTER 7 3/4" .EQ.- 8" Min. THICK REO'O. EXTERIOR (f'c = 3 ksi Min.) 4"EIOR ZMin. E.D. 8" Min, THICK REO'D. o ` EXTERIOR r 5� OOR GT — - z" -- GOR G1 L_.._.' _. _ 4„ + GOR G1 ...___— 7 3/4"Min. E,Dr__... 2•\ 3 w m / V / V 7 3/4" Min. E.D. 2 •a= L = Q 8 Or Q/8 or •.'. .i_.-..._..__. _ .. '_a"xa'x3/8" R�8 Or R�8 OF j`-- _ - 4"x4"x3/8" (6061-T6 ALLOY) (6061-T6 ALLOY) C, - `Alum. ANGLE EA. SIDE. Alum.ANGLE EA. SIDE. Rr�$ �.jg EDGE IF APPLICABLE-y _ / EDGE IF APPLICABLE-` oio z 1"-I4'" (WALL MOUNTED SHOWN, MAY BE SECTION X2-X2 W/n OR f* ALTERNATIVE SECTION X2-X2 W/(GO OR Q* OW EXISTING_ ' CLASS ' ` - Q ALSO INSTALLED TRAPPED MOUNTED ,(END & INTERIOR MULLION) �= ' ' PER SECTION R'-R' ON SHEET 8.) (END & INTERIOR MULLION) {W/ ORIENTATION # 2) " / ORIENTATION # 1) w `.`. (4"x6" or 4"x8") nV Min. E.D t" 1 1 1/2"x1 1/2"x0.062"xCONT. ALUM. {6"X4° Or 8°X4") ---------- -I„ ANGLE W/ 1/4"00/4" ITW BUILDEX a 7 3/4 1 s MIN, E.D. TEK SCREWS 0 24" ox. TO TUBE. 4____ r--� `Wg�._ -_- 1-T2' ' * SIDE RAIL:t-NOT SHOWN FOR CLARITY 7" CONTINUOUS POURED---.,.�• 7" 1 » CONCRETE(fc=3 ksi Min.) B•' I-Ain. THICK REQ'O. tIYF.O28OTTOM) - 1 1/2" - i ,�@- -. 1 1/2" : (Tro.1oplilMOM) i 7 3/4" l 4"x4"x3/8"x0'-10"(6061-T6 ALLOY) Alum. ANGLE MIN. E.O. E0—E0-` EASIDE W/ (2) 3/4"o THRU BOLTS TO MULLION & (2) 3/4'0 KWIK BOLT TZ EXPANSION ANCHOR `�� '( a�� / ��i� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ti Y.'/ 5" Min, EMBEDMENT TO POURED CONCRETE ,a ••, i G 2015 TILTECO INC. dRAViN BY: F '..,��: N a u t i l u s F.R.L. w' `'. ••`•.'" WALL. (TIE. TOP & BOTTOM}. $ �„`C ENS, v" EDGE" IF APPUCABLE-' ' �r _ �0 �, = Rotting Shutter System oa/,d/16 WALL MOUNTING:MULLIONS n OR(� 7� =_ -= '=� !L ECO INC, DATE POURED CONCRETE WALL *= TILLIT TESTING & ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. SECTION W-2 S' QO, ,�` 6J55 n.w,Jsu SL.Si.w].Nae w+ eNS.Fl]]•6! 1626 S.W.BILTMORE STREET 15-071 Y PORT 57.LOGE.FL.3+464 END&INTERIOR WALL MOUNTED MULLION INSTALLATION ' '`F �10RIOp ,:��C` maEBTYOOO6719 cem PnD�E (tee.00))69-9056.r�:�(n]) �y99D DRAWING N- END A TILLIT Jr 0.E. SKEET I!OF 2r FLORIDA tic.#45:67 -rIx V,xllr SCALE' 1/8" = I" ¢��' .f IG• •l" ATE 1 e ----9� Min. E.G. - - ---- - 9•' Min. E.D.-- —__FCR (I) 3/4.0 K61K BOLT jZ EXPANSION ANCHORS G END MULLION 3"y3'x1/2'*xO'-4" (ORIENTATIONS #1 & (f2). (6061-T6 ALLOY) Alum. i•1 2" ANGLE EA. SIDE W/ (2) 7 FOR (2) 3/4"4 KWIK BOLT TZ EXPANSION 3/4"0 THRU BOLTS TO .. li - -•- -9" Min. E Dr---- •- ---9" Min. E.D: •--"--ANCHORS 0' INTERIOR MULLION� MULLION C2& (T) 3/4"0 1/e' (ORIENTATION #2). KWIK BOLI-TZ EXPANSION EDGE OF SLAB_ •EDGE OF SLAB EMBEDMENANCHOR W/ O Min. IF APPUCABLE ~!F APPLAPPLICABLE CONCRETE TO POURED CONCRETE (Typ. TOP & BOTTOM) 7" EXTERIOR OURED CONCRETE-= ,,• f •J_I'' F," !(f'c = 3 ksi Min) 3" B" Min. THICK REO'D. ' (p� i Y 3" --2"-2" EXISTING !---4"- GLASS 1" SECTION X3-X3 W/ Q Min. I ZG G2 (END MULLION ONLY t t/z" _(W/ ORIENTATION 1) t 1/2" 1 1/2" !Eri N i TJ J p r -� 1x11 l.j+/CJ +/ .__ . <a 4" EXTERIOR 4` EXTERIOR /''� 'w G2 G2 ' Z o 1/2 (TIP.TOP/BOTTOM)' (T(P.TOP/BOTTOM) 3'z3'xt/2"x0'-7" (6061-T6 ALLOY) 3"x3"x1/2"x0'-7' (6061-T6 ALLOY) • EO.-^=--ED. Alum. ANGLE EA. SIDE W/,(2)-3/4"0 Alum ANGLE EA. SIDE W/,j2) 3/4% ' ..._..� THRU BOLTS TO MULLION ,2 & THRU BOLTS TO MULLION G^,,7 & POURED CONCRETE (1) 3/4"0 KWIK BOLT TZ EXPANSION (2) 3/4"0 KWIK BOLT TZ EXPANSION 3" "(f c - 3 ksi Min.) ANCHOR W/ 6" Min. EMBEDMENT TO ANCHOR W/ 6" Min. EMBEDMENT TO - _ - t•• B" Min. THICK REO'D. POURED CONCRETE (Typ. TOP & POURED CONCRETE (Typ. TOP & BOTTOM) BOTTOM) f;' f • i' (END MULLION ONY) (INTERIOR MULLION ONLY EDGE of SLAST EDGE of SLAB ALTERNATIVE SECTIONS X3-X3 W/ GT Ir AWP CABLE. IF APPLICABLE-- - (W/ ORIENTATION # 2) S • FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION (4"0") -- --9" Min. E.O---- -"= - '9" Min. E.D,""----ANCHORS 0 INTERIOR MULLION� • SIDE RAtL,D:AND BOX NOT SHOWN FOR ...._.9" Min. E.O.- .—.-_.._...__._ _ .._y• Min. E.D:---- ---(ORIENTATION 2}, ,````IIII v,P, Tit, Tplly/`t CLARITY. FOR (t) 3j4"0 KWIK BOLI EXPANSION �� `•` . ��frd y% FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) ANCHORS @ END MULLION RT' FLOOR �t & X12). 02015 nLTECO INC. OR1. * Nautilus AwFAA. (OR FLOOR TO CEILING/TRAPPED MOUNTING:MULLION (G�? ' NO.44167 c Booing shutter System c4/1c/1. `_�` ,*= TL E C O INc. DATE SECTION W-3 � ' EXPERF SHUTTER SERVICES INC. 'O � ,Ij' TILLIT TESTING&ENGINEERING COMPANY .•py� 'y .'[(r 6555 n.w.Smn.6u.sR.505.u6cwu ovl6a+s.n.55+66 1626 S.W.BILTMORE STREET 15-07 I } ii`•F URI ��` °^"'•:t5as7e>1-Isao.ra.,5565761+-1651 PORT 5T.LUCIE.FL 34584 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ��i�Fs' •........ ''�,?��•�• a ES-0006779`ccm PnONEw(RM)749-9056.F_(772)671-0990 DRAW NC Na WALTER A TILLIT Jr.P.E. SCALE: 1/8"_ P.E. S R A4E FLORIDA L2 f 441£7 as+s-x4 Psl+s ms SHEET 12 0126 111111" + i EDGE IF APPLICABLE- 2%MULLION DEPTHxt/8'• Ccr,t. -ALUM. TUBE (TOP & BOTTOM) W/' 7/4"0>`3/4" IM'BUILDER TEK SCREWS Mm. E EDMENS XL W,/ . 7/4" W/ I"O.D.x006C"GALVANIZED STEEL 2 t/E" ,Min. EMBEDMENT ® 24" a.c. 7 3/4 WASHER C 24"o.c. Min E.D _- MIN. E.D. 1T' EDGE IF APPLICABLE. 1" 1/2" _ 2"I --.-'- J�- 7 Z%/4" Min. E D. L71 4" CONTINUOUS POURED— 7" CONCRETE(f'c=3 ksi Min.) 10" 8" Min. THICK, REO'D. POURED CONCRETE (f'c = 3 ksi Min.) - --- 8" Min. THICK RED 0. 4" EXTERIOR END CAP . ..I I 7 3/4.. .\ __-........_..._. 2" NOTCH WEB-- - a Min. E.D. E0.--E0. � (TYP. TOP/BOTTOM) ,. z 2- �' \ I 7 1/4" Min. E.D. 4"x4"x3/8" (6061-T6 ALLOY) g 1., N Min. 'Alum.ANGLE EA SIDE. zN i _ (WALL MOUNTED SHOWN, MAY BE 1---- - m EX L%TING I O ALSO INSTALLED TRAPPED MOUNTED �w GPER SECTION 0'-Q' ON SHEET 8.) EDGE IF APPLICABLE= x C) __ __;''�_J EXTERIOR SECTION X4-X4 W/ G2 z ® I ® (END & INTERIOR MULLION) 7 (W/ ORIENTATION H 2) o ow x 5V/8 V/8 (4"0") :f N 2 1/16 Min. E.0— ` 1 1/2"xt 1/2"x0.062"xCONT. ALUM. • SIDE RAIL D:NOT SHOWN FOR CLARITY a 7 3/4" ANGLE W/ 1/4"0x3/4' ITW BUILDER MIN. E.O. —LTEK SCREWS @ 24" o.c. TO TUBE. -----i--------- .. ... 7- CONTINUOUS POURED-- ! 10^ ' CONCRETE(f'c=3 ksi Min.) 8"Mir,. THICK REO'D. `. ! 7" X4 -- X4 (nP.TDP/wroM) 1 1/2" 1 1/z" (TrP.TDP/BaROM) ---- , 7 3/4" ' MIN. E.D. EO-=-EO EAx4"x3/5"xO'-10"(6061-T6 ALLOY) Alum. ANGLE (A tt ��Jb��y�y / (2) 3/4"0 THRU BOLTS TO MULLION , .,,��T � & (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 'N/ 5" Mi.. EMBEDMENT TO POURED CONCRETE _ �.� ( ts�C'••,• ��i� C 2.15 TILTECa INC' 1* N a u t i I u s DRAWNpLDY. EDGE IF APPLICABLE WALL. TYP. TOP & BOTTOM). iz No.44167 Rollin Shutter System WALL MOUNTING:MULLION G�? e' 9 ys ern D4/m/,5 POURED CONCRETE WALL �._ -' 1 L E C C I N C. DATE ` --`--- EXPERT SHUTTER SERVICES INC. TILUT TESTING @ ENGINEERING COMPANY SECTION W4 x °' J D� 6vu n W.aeu«,m 5os.xaaxu DMGd9.n.vlee62fi S.W.BILTMOflE STREET •CV 15-071 FNS R INTFRI()R WAI I M(ll INTFII AAI II I I(1N INCTAI I eTlnnl "=,F •(�ORIOP,.^��`�,,� e-mo: GDeDcaofi a9.�am PNO.NE.C—)749-9D561.FO:(772)e871-G99C DRAW No Na TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES STEP I OBTAIN JOB SITES 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 1"(ft)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1). 1, MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W10 STORM BARS SHALL STEP 2:ENTER TO CHARTS (Is, lb & 1b') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 1/2" BE BASED ON CHART le 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 1"I'l. 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',8'OR 7'), AND DETERMINE MAXIMUM MULL!QN SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(9,-' G2 &G3),MULLION TYPE& MULLION ORIENTATION. • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 1 SEE SHEETS 10,IOA,11,11A,12,12A.13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR To CEILING(TRAPRED ).OR WALL MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE . qt &'@). LmAx:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1/2"SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A.S.D.DESIGN PRESSURE RATING. 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART le:PROVIDES SEPARATION SHALL BE BASED ON CHART 1c,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W10 OR W1 STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCT'S SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 W1 A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING TYPE,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET I FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4a:IF STORM BARS ARE USED 4.ENTER SCHEDULES la THRU 2c ON SHEETS 24,26&26 W1 A.S.D.DESIGN PRESSURE RATING; 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12',8'OR 7),AND DETERMINE MAXIMUM MULLION SPAN CHART le,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W1 ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN ? &f.0-3), MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22 W1 A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM 5.SEE SHEETS 10,10A,11,11A,12.12A.13&13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING LTRAPPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE(sG,(TI-@' &P). 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 PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO. INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME STRUCTURES. STORM BAR SPACING. N.TIQ; FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) \C,t N C 2015 TILTECD INCNautilu S DRAWN BY: r.o.L Rolling Shutter System_ o4/iops 7E 7C 07,7,,. \ DATE /TILT T SHUTTER SERVICES INC. TILLIT TESTING&ENGINEERING COMPANY EXPERT RA T(AX. t626 S.W.EILTMORE STREET 15-071 PORT S7.LUCIE,IFL.34�'84 0 ult. ORA- SLAT PERFORMANCE CHARTS Ia. Ibe Ib' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.%PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O - STORM BARS CHART Ia CHART Ib CHART Ib' CHART IC USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D.LOAD 3/8"0KWIK BOLT 3 ANCHOR 5/16"B TAPCON XL ANCHOR 5/16"e TAPCON XL ANCHOR USE MAXIMUM POSITIVE A.S.D.LOAD VALUE POURED CONCRETE TO POURED CONCRETE TO GROUT FILLED CELL CONCRETE BLOCK MAX, MAX. SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS A.S.D. 'LMAX,' (FT) 'LMAx." (FT) 'LmAx.' (FT) MEASURED TO BACK OF SLAT (in) DESIGN IRESSURE WALL TRAPPED BUILD-our BUILD-our WALL TRAPPED BUILD-OUr BUIL-our WALL TRAPPED BUILD-our BUILD-our W/0 STORM BARS I W/STORM BARS RATING MOUNT MOUNT MEW 6 MOUNT W/� MOUNT MOUNT 4lQU YJ( MOUM W/E© MOUNT MOUNT Nf 1�(( MOUNT W/E© �J �J2 1 do EU7. IND ZON_WIND ZONE IND ZON WIND ZONE (P51) SEE NOTES# SEE NOTES# SEE NOTES# SEE NOTES# SEE NOTES# SEE NOTES# SEE NOTES# SEE NOTES# SFE NOTES# SEE NOTES# SEE NOTES# SEE NOTES# 1-3 4 1-3 4 30.0 15,_4" 20'-0" 20'-0" 20'-0° 15,_4,. 20'-0" 18'-0"- 20,-0" 15,_4" 18'-0" 15'-6" 1" 14 1/2" 6" 7" ._. _-- - - - ----. .0 20'-0" _ 15'-3' 20'-0" T87-0" 20'-0" 15=0" 19'-0" -16'-3" ..; 20-0"-,. _15'-0" - 16'-3" --- -_ 14'-0" 1" 14 1/2" 6" 7" -'- --- ... _- ....__..- .--- 40.0 20'-0 15'-2-__ 19g''-7" 16'-6" 20'-0"- 14'-5" 17'-4" 14'-10" _10'-11" 14'-5" 14'-10" 12'-9" 1" 14 1/2" 6" 7" ._ ' _._.45.0_ ._20-0 .-. 15--0---�0'-a"... 15'_3„ 20,_0,.- 14_-2"--_ -"16-0 '---73-9- -_..17-4 14,_2" 13,-9" 120' 1" 14 1/2" 6" 7" . -._... _ _ ._..-- ...-- .-'--- --- 50.0 20'-0" 14'-10" 18,_9• 14'-2"... 19'-1= 13'-1._,.. . 14'-10" 12'-10" --16'-2"--- 13,-1 .-12'-9*.- 11'-0" 1" 14-1/2'-.- 55.0 6• 7.' 55.0 20'-O" 14'-8" -15'-8" 13'-4" 17'-9" 12'-4" 13'-11' 12'-1" 15'-0" 12'-4" 12'-0" 1D'-6" 1" 14 1/2" 6" 7" ----- '- - - - - -_. -- ------ - '-'----- 60.0 19'-5" --13'-9" 14'-9" 12'-7" _76'-9 11'-8" - 13'-2"_ 11'-5" _14'-2" 11'-B" 11'-4" 10'-0" 1" 14 1/Y 6" - 7'-- .._.-. __ ._-- -_-_- __ _ .-..'- 65.0 1B'-4" 12-11 13-11 11-11 15'-9" 11'-0" 12'-5" 10'-11" 13'-4" 11'-0" 10'-10• 9•_6^ 1" 14" 6" 7" 70.0 1T-4" 12'-1" 13'-3" 11'-4" 15'-O" 10'-6" 11'-10" 10'-4" 12'-9" 10'-6" 10'-4" 9'-0'• 1" 13 1/2" 6" 7" 16'-6' 11'-7" 12'-7" 10'-10" 14=3" 10'-O" 11'-4" 9'-11" 72'-0" 10'-0" 9'-10" 8'-10" 1" 13 1/2" 6' 7" 80.0 15'-9" 11'-O" 12'-0" 10'-5" .. ._73'-7" 9_-5".... A5" 9'-7" 11'-7" 9,_5" 9'-3" W-6" 1" 13^ 6" 7„ S.C. 11'-7" 10'-0' 73'-0" ._.-_9'-3" 9'-3" 11'-2" 9'-3" 9'-O^ 8'-3" 1" 13" 6" 7" 0.012" 9'-B" 12'-6° 8'-10' 8'-11" 10'-9" 8'-10" 12 7/2" 6" - - 7--95.0 13'-5 9'-8" 10'-9" 9'-4" 12'-0" 8'-5" B-7 10'-4" 85" 8'-8" 7'-B" 1" 12 1/2• 6"100.0 12'-9' 9'-4" 10'-5" 9'-1" 11'-8" 8'-4" 12" 7" - .____...- ____-__ ___ .105.0 12-2 9=0 70•_1„ B'-9'" 11' 3'_ 8' 0" 8'-2" 9-8" 8'-0" 8'-0" 7'-4" 1•. 11 7/2" 6" 7" 110.0 11'-7" 8'-8" 9'-9" 8'-6" 10'-11" V-10" 7'-11" 9'-3° 7'-10" 7'-9" 7'-2" 1" 11 1/2" 6"115.0 11'-1 8-4" 10-7" 7-B_. 7,-B,•_ _9'-0=_ 7'-8" 7'-8" 7'-0^ 1" 11 1/2" 6" 7" 120.0 10,_8• 8'-1" 9'-3" B'-2" 10'-3" 7'-5" 8'-5" 7'-6" 8'-11" 7'-5" 7'-5" 6'-10` 1" 11" 6' 7" 125.0 10-2 _ 7=9 _ 9_-0_' 7'-11" 10'-0° 7'-2" 8,_2• _74„ 8•-8• 7•-2•. 7,_3" 6,_8•, 1• 11• 6" 7" 130.0 9,_10„ 7'-6" 8'-9" 7'-9" - 9'-9" 7'-0" 8'-0" 7'-2" __.8'-5" 7'-0" 7'-2" 6'-6" 1" 10 1/2" 6° 7" .... _.__-._ _ _ _..... _. _- __ .___ _..__ __.. 135.0 9'-5" 7'-2" 8'-6" 7'-7° 9'-6" 6'-10" 7'-10" 7'-1" B'-2" 6'-10" 7'-0" 6'-5" 1" 10 1/2" 6" 7" L16 9'-1" 6'-11___ _8'-4"_ 7-5" 9-17-8" 6'-11° B'-0" - 6'-10" 6'-4" V 10 1/2` 6" 7" 8'-10" B-2° 7-3" 8-10" 7'-6" - _.. 7'-10" - _._ 1. -1D. 6° 78'-6" g,-0 7,-2" B._6" 7•-4" - T-9" - --__ - " - • - 6.B' 3• - 7._10. 7.-0. 8,-3.. _ 7,-2. _ 7,_7. - .__ ___-. - 1-- _._10. -6. _.__�"B. - - 7,_B" - -'6._10. 8•_0" _ 7,-1" _ 7,-5- - _- _-- 1� -_ 10" 6" 7" * NOTES: 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT AN NSPACING DESIGN AVAILABLE FOR THE CORRESPONDING SLAT ``, , TTI0, TT SPANAND A.S.D. ltZ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING.STRUCTURE WITH •''�\CENSF ' C 2015 TILTECO INC ORawn B•: 3/8'0 KWIK BOLT 3 ANCHOR OR 5/18'o TAPCON XL ANCHOR, INTO �� * Ncutilus r.R,L POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, ORN0.44167 = Rolling Shutter System 04/10/15 WITH 1/4"0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR }--�to . '-=zr'';>trINc, ar WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. it -- - EXPERT SHUTTER SERVICES INC. '- TILLIT TESTING&ENGINEERING COMPANY .p'. j'" •� s_ss-s!u'n.,".&I v _c.I-R..- 1626 S.W.BILTMORE STREET ' J ,•L(/` :(s4sJm1-Iss9'. 15-071 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE '•' P �`�� a men,Nlteco�aPl.ecm PORT ST.LUCIE,FL. 34986 DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. �''�,�,c,;•.. t� .•',.\a. cR_r,r,r,67,e PHONE:Ie00)749-9056,FO (772)071-0990 DRAWING No MAX. ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE,W/3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL,A.S.D. DESIGN PRESSURE RATING&SLAT SPAN RANGE f WALL MOUNT MkX.A.S.D. SLAT SPAN RANGE DESIGN PRESSURE RATING 0'-4'f > 4'-5'f > 5'-6't > 6'-7't > 7'-9't > g'-12'f > 12'-16't > 16'-20't WIGE(pa.0 30.0 9" 91. 9.1 9.1 9. 9" 9" 9. >31-40 9. 9. 9" 9" g., 9'. _->41-60 9" L2- R7 -- .7" 5 5/81, ---- ---- - -- - _ -.---.. ...---... --------- .- .. - >61-80 91, 9" 9" 91. 9" 8 n n/8.1 5 5/8" SLAT t NOTE -281-105 9. 6-1/2" 5,TI3;'- SPAN MAX. SLAT SPAN FOR A GIVEN A.S.D. DESIGN >1061120_ 9 ._:. - --,8 PRESSURE RATING SHALL >121-14O..-- 9.". 9 7" NEVER EXCEED MAX. SLAT >141-160 91, 9.1 9 7- 7. SPAN INDICATED ON SLAT SLAT SPAN DEFINITION PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. MAX.A.S.D. DESIGN SLAT SPAN RANGE PRESSURE RATING 0'-4'f > 4'-5't > 5,-6,t > 6'-7't > 7'-g't > g'-12't > 12'-16't > 16'-20't RANGE(p.a. s 30.0 9. 9" 9" 9" 91, 9. >31-40 9" 9. 91. 91, 9" 9. 91, >41-60 7 1/2" >61-80 9" 9 9" 9" 8" >106-120 9 8 1/2" 8" >121-140 7' >141-160 T BUILD-OUT MOUNT MAX.A.S.D. DESIGN SLAT SPAN RANGE PRESSURE 0'-4't > 4'-5't > 5'-6'f > 6'-7't > 7'-g'f RATING I > g'-12'f > 12'-16't > 18'-20't 1ANGE(P.&C s.30mO 9" 9 9" 9" g'. 91. g. 9. 9- 7 3/4' 7- 7" 5 5/8" >31-40 9. 9. v 9- 9- 9.. 7" 7" 6" 5 5/8" 5 5/8" 5 5/8- ---- I- -- 9" - _a:__ 9' 9" >41-60 9" 9" 91, 9. 9" 9" 9. g" 9.. - - 9 9" 9- 7 1/2- 7 1/2 6- 5 5/8" 5 5/8- 57W T 5/8- 5 5/8- - >61-80 9. 9.1 9.1 9. 91, 7- 5 5/8- 5 5/8' 5 5/8- 5 5/8- 5 5/8" >81-165 -- 9" 9.1 91. 9" 91. 9. - 9" 81. 8" 6 1/2 3/4- 6 3/4" 5 5/8" 5 5/8" 5 5/8.1-5 5/8 >106-201 9. 9" 9" q.. 9.1 9. 91. 8. 6 1/2' 6" 6" 5 5/8" 5 5/8- 5 5/8'. >121-1401 - 9", 9v- 9., 9" 9" 7 C 6 1/2"1 8- 8" 6" 5 5/8" 5 5/8" 5 >141-1=.079" 9" 1 9" 8" B" 6.1 7" 1 7" 15 5/816 3/4"16 3/4-5 5/8" 5 5/8- t FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) . ............ Q- * C-2015-TILTECO INC. * 11-N\rEN8eNautilus F.R.L. 5. ZI: Rolling Shutter System 04/10/ LTEC DAY' EXPERT SHUT-TER SERVICES INC. TLLIT TESTING & ENGINEERING COMPANY z N.W.361,SL.-J.. 1626 S.W. BILTMORE STREET PORT ST.LUCI-,FL.34954 �TIZW 15-071 MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE,W/5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE t 'WALL MOUNT MAXUUM /'o. SLAT SPAN RANGE DESIGN PRESSURE 0'-4'? > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RADIG RANGE(pd) s 30-0 -- -8--- 8" 8" 8" 7 1/2" 5 1/2" >31-40 8" 6„ - 4„ . >a1-6o 8„ 8,. 8., 8" 8" -' 6." 4"4"..... 3 3/4; - >61-BO .----- --_ 8 --- 8" 8" B" 7" 4 1/2" 3 3/4" MAX. PAN F ---------- -----...----- LATS OR A >6t-t05 g" e•' g" -6 1/2" . -- 5^ 3--3/4" 3 3/4" _ _,__-SLAT-.,- GIVEN A.S.D. DESIGN LOAD -. — SPAN >1o6-tzo 8" 8" 8" 5 1/2" 4 1/2" 3 3/4 - _ SHALL R EXCEED MAX. ---- >tzt 7'1�Z-' -6"--- 4 1�z,_ -..... 4' - 3 3/4""- -- - -- --- PAN INDICATED ON SLAT S --- - ---- -... -_... -- - ----- - -- -—---- -...__..- --'---- SLAT PERFORMANCE CHART >141-160 8" 6" 5" 4" 4" - - ON SHEET 15. SLAT 'SPAN DEFINITION TRAPPED MOUNT PTU" SLAT SPAN RANGE DESIGN PRESSURE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't- RANGE(pet) s 30.0 6" 6" 6" 6" 6" 6" 6" 5 1/2- >31-40_ 6" 6" 6" 6,. 6" 6" 5 1/2" 4 1/2- >41-60 6" 6" 6" 6" 6" 5 1/2" 4„ ---.4 >61-80 6" 6" 6" 6" 6" 4" 4- >81-105 6" 6" 6" 6" 4 3/4" 3 3/4" 3 3/4" - >106-tz0 6" 6" 6" 5" 4" •3 3/4" - - >121-140 -- s,, ...-._..---6. --- 5-3/4. -- -- -4,,------ - _3..3/4:-- 3 3/4" -1>141-160 6" 6" 5" 3 3/4" BUILD-OUT MOUNT IWAXIMULI A&D. SLAT SPAN RANGE DeRIGN P RESSURE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RANGE q1) EO. EO E EO @ @EO @ QEO E E @ @5 1 EE o O o s 30,0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 5 1/2" 5 1/2" 4 1/2" 4" 4" 3 3/4" ---... ._.- .- — --- -- -- -- — _>31-4o 6 6" 6" 6" __ 6" _ 6" 6" 6" 6" _6" 6" _6" 6" 6"-- 6" 6" _6" 5" 4" 4" 3 3/4" 3 3/_4" 33/4" 3 3/4" >at-so 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 i/2' 6" 6" 5" 5" 5" 4" 3 3/4" 3 3/4"_- 3 3/4".3 3/4" >87-E05 6" 6" 6" 6" - 6" 6" 6" 6" 5 3/4" 4 1/2" 4 1/2" 3 3/413 3/4" 3 3/4" 3 3/4" 3 3/4" 3 3/4" >106-120 6" 6" 6" 6" 6" 5 1/21 5 3/4" 5 3/4" 4 1/2" 4 1/2" 4 1/2" 3 3/4-13 3/4" 3 3/4" 3 3/4" -- -- _ -- _ >tzt-ta0 6" 6" 6" 5" 5" 4" 14 3/4",4 3/4" 3 3/4"4 1/2" 4 1/2"13 3/4"3 3/4" 3 3/4" - >141-160 6" 6` - 5' 4 1/2 4 1/2" 3 3/4" 4" 4" - q" q-- - 3 3/4" 3 �N\11111111111111/////A FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) ��\ ,• ••,�is1�i� C 2015 TILTECO INC. DRAWN Br` Nautilus r.R.L _�� y'� s 5---;`. �Q +•`^+y --• Rolling Shutter System 04710715ILECO DATE =7 6,211(; = 6]5]LNM'.T 6 T'SLCS• SG' '�6oa5°nPJJ; EXPERT16SHU1TERDSERVlCES INC. *: OF P,".:csm7e71-lvo.r..:(sas)m1-lsst 1 5-071 $TATE v, a-mn:c Ulteco®coLcom PORT 5T.LUCIE,FL 34964 A••, 749-9056 r i- li n. _.n�• J 772)871-0990 DRAWING NoER-010) A MAX,ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE Wt 5/16"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT A.S.D. SLAT SPAN RANGE DESIGN PRESSURE RATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RANGE(p•e.t.) S 30.0 8" 8" 8" 8" 8" - e" 6" 4 1/2" >31-40g" g" 8 8•. 8" 7" 4 t __..__.. >41-60 _..._ 8„ 8„ 8., 8., 4 1 f2•' _ - -" _ - MAX. SLAT SPAN FOR A >st-aa 8" IL _.. -- - —. .. - --._-... --..... ....- SLAT__— __—... _ GIVEN A.S.D. DESIGN >at-1a5 8" 8" 7 1/2" 5" - 4".. .. ._ ---. . . . - __. _ ..____..._ -SPA.N __.—_. —_...._ __.... __.. ..._. _ _......_..__.. . _ PRESSURE RATING SHALL >t06-120 8" 7 1/2" 6 4" - - ---__-:_. �� EXCEED MAX. SLAT 6" 5" - - - - - SPAN INDICATED ON SLAT >121-140 8" PERFORMANCE CHARTN >141-1so 7" 5" 4" - - - - - SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT MAY.A.S.D. SLAT SPAN RANGE DESIGN PRESSURE RATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RANGE(P.e,t.) <_30.0 6" 6" 6" 6 ._ 6" - 6" 6" >3t-a0 6" 6" 6" 7 2 - 6" 6' >41-60 61, 6^ 6,. 6" 6" 4 1/2"' 6" 4 1/2" 4 1/2" - - - >106-tz0 6" --._-6".._._.. 5 1/2" ... _..._..4�. _.4 1/2° - - - >121-ta0 6" 5" 4 1/2" 3 3/4" - - - >141-160 6" BUILD-OUT MOUNT MAYA.S.D. SLAT SPAN RANGE PURE 0'-4't > 4'-5' 1 > 5'-6't > 6'-T t > 7'-9't > 9'-12't > 12'-16't > 16'-20't RANG(gyp e.fJ Q E E @ E @ E @ E@ E E E E i3 E E 0 Q E E 1 9 s 30.0 b" 6" 6" 6" b" 6" b" 6" b" 6" 6" 6" 6" 6" 6" 6" 6" 5 1/2" 4"_ 4 1/2". - - - - >3t-ao 6" 6" 6" 6" 6" 6" 6" 6'• 6" _6� 6" 6" 6" 6° 6" 5 1/2" 5" 4". _._- 4" - — -- -- >41-60 6" 6" 6" 6" 6" 6" 5 1/2' 5 1/2" —6" 6'• 6" 6" 6" 5 1/2" 4 1/2 - - - - 3 3/4" - - -_ >6t-&0 5" 6" 6" 6" 6" 5 1/2" 5 1/2" 5 1/2" 4 1/2• 5" 5" 4" 4" 4� - - - - --- 3 3J4•• - >91-105 6" 6" 6" 6" 6" 5 1/2' S 1/2" 5 1/2" 4 1/2 3 3/4" 3 3/4" - - - - - - - - - - - - - >106-120 6" 6" 6" 5 1/2" 5 1/2" 4 1/2 .4 1J2" 4 1/2" 3 3/4 >i21-tw b" 6" 5 tJ2" 4" 4" — 3 3J4" 4; ww FLORIDA BUILDING CODE (Non High Velocity Hurzicone Zone) � ti\P•\ i .'�\f•EN!• • ww�, (;2015 TILTEEO INC, * Nautilus D�RL.� �1 V �l i -1 $ '•. '�' Rolling Shutter System 04/10/15 EXPERT SHUTTER SERVICES INC. GATE TICCIT TESTING 8 ENGINEERING CGMPANV 1626 S.W.BItTAdURE STREET 15-071 —071 .1y•. ty` Pawa tTcslsn-1sJ0.ran:t�o516>1-1sy1 PORT ST.LUCIE,FL. 34984 :,y•. A•,.,..1r,a .�.�.� a-ma,::tR1"�o�a"�.�am __........ SCHEDULE VC: Vx FORCES (Lb/FT) &Vy FORCES (Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDII4GS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM SLAT SPAN RANGE A.S.D. DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' 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 420 1587 540 2112 640 — — — — >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — — — — 1>141-1601 781 320 1186 400 1322 1 480 1873 1 560 1740 640 — — — — — SLAT SPAN— ' [o] * NOTE: SLAT SPAN DEFINITION IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEET FOR Vx 8 Vy VALUES. Vy SIDE RAIL.. I Vx FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ;3 G 2G I6 71LTEGG INC. : N a u t i l u s DRAWN� �ENSF r.R.L r r Rollin Shutter System ll IL E C O mc, 9 >� G4 DATE15 Z* "'1� 1/r.• Z TILLIT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. Sl'A llfQr ` "'�.W, ,51..Sla.]0.5,....GM—R 1116E 1626 S.W.SILTMORE STREET P—v t�s)mi-1sw.ro.:n9s).7,-isv 1 5-071 '�n•• QQ',••� a-mall: tilt...@..l.0 m PORT ST.LUCIE,FL.}gg94 ORAnlNG N. '.'J^'•. fl f1 R\ .•r\_C rv_nnncl. PHONE.(800)749-9056,PAx:(77211371-4990 SLAT PERFORMANCE CHART Ib 1 & IC1. (ONLY VALID FOR 1/2"SLIP) SLAT PERFORMANCE CHART IIbl & IICl: (ONLY VALID FOR 114"SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FORA GIVEN WOOD GRADE A.S.D.DESIGN LOAD(D.s.f) SLAT SLiP 118"AND FOR A GIVEN MAXIMUM AS D DESIGN PRESSURE RATING IP s QAND SHUTTER MOUNT CONDITION FOR FOR A GIVEN MAXIMUM A.S.D DESIGN PRESSURE RATING(P s.O AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOD FRAMES WALLS W1 2"x4"STUDS INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW INSTALLATIONS WIO STORM BARS PER DETAIL 2 BELOW AS PER LIMITATIONS ON DETAIL 1 DSE / USE 1161001"YAWS ffIAM MOM A)D IEDATNE ASD.LMD USEION TULLE UPON FWM A=CHART IbI me/ CHART ICL CHART IIb1 1 CHART IIGI USE YABMM WLLE LERRE3)POAtNE AM)EGUAE ASA ION MAX.SLAT SPAN WSPAN SLAT RETO WIRID YIN.SEPARATiIN1 USE 1tUIIPUY VALUE�)IEHi POSDNE Aro MMAIT E ASO.ION LEAa M LMAY"(It) Lw."(FTI, BACK OFSLAT (i TO USE MAXIMUM POSITIVE AS.D. USE MAXIMUM POSONE A.S.O. WOOD GRADE DEM5X56"0 TAPCON XL ANCHOR 5116"0 TAPCON XL ANCHOR MIN.SLAT LOAD VALUE MIN. SLAT LOAD VALUE MESSILIFIF WALL BUILD-Our216-- (Pf) W/O STORM BARS SPAN SPAN RAnNO MOUNT MOUJZ('W N MAX.SLAT SPAN "LIN REQUIRED MAX. SLAT SPAN "LARN,' D zoxEs WTND Zt)NE REOUwED Mtti.SEPARATNYN TD OLASS LLAYIMUY REWIREDMM.STFARAMINTOIXASS (a$ sEE No1Es t»TES 1-3 a MAIDIU4 "LMA%"(ft) (R) MESURED To BAC%OF SLAT(in) AOE f 'LATA%.' (ft) (ft) YEStIRm TO BACK Of`SUT(i") SOUTHERN PINE I2(G=0.55) 60. 4'-5" 4'-5'tIE9Niti PRESSIIRE WALL BUILD-OUT Bunn-Oln mu.TRAPPEDPNE55UPE WALL BINUT-Gur BUILD-our s W/O STORM BARS RATING MOUNT MOU W/ MGu W/ a Bw� WIO STORM BARS pOUGLAS-FlR-SOUTH(G=046) 60 _a'-5_ a!-5 G'-o' 1" 1/2" RATING MOUNT NOU W/ YW W/ 8110j) �rr WIND ZONES WINO ZONE '- wING ZONES wMD ZONE ( ) SPRUCE PINE-FlR-Stili G=0.36 -60 a-5" a'-5^(�NOTES e) (SEE NOMA) (STT WrIES e) . 1-J 4 (SEI NOIFS6) (SET NOTES A) (SEE NONE e) 1-3 4 30.0• 10'-0" IO'-0' 10'-0' 8'-T^ i" 8 1/2" 30.0• ^ 8'-3"._ __6- -_ 6=��. _7-77 ...__.-t,- 8 if8" 35.0 w T0.-0" 10'-0.. -10'-0" __..7--g._ 9"__ _. _._-.. ...8 x/22" 35.0". _.�•.=g_- 7.-9 _...7•-9"._ 7•�3•• _I_•._.___. 7'-5" )- _ 8 i/2" 40.0" T-T _-T-7" T-T_ T-0� I 8 1j8 _ _--- wu 7.-a. 7.-a. 7.-a 6'-9"-- 1' '-Y!7 45.0.aa -•10._0" to'-()" )o'-O" T-z" 1• 8 1Iz 45.0. ._.--__ .-� ..�... _--" -- --- .- 10, _. ._ _. 50.0"' T-3" Y-3" 7'-3" 6'-6" ~T" - B..TfB„... TD'-o". ._TQ�-D" To'-°" --7-�"'---'---1--------- '_-B 112"._ --- ---- ---- --... --'--•-- --.._�._ �.�. i r%%/its%%!::-•�!.% , 55.0�" _ TO'-0" 10'-0' 10'-O" 6'-9" t" 8 1�2" 55.0 7'-3" 7'-3" _ 7'-3� 6__4; 1' 8 1/B' �-:- W.0 as t0'-D- .._10'-07 _LO'-O-0• 6'-B" i" 8 tI2" 80.0'a 7•_3" T-3" T-3" 6'-2" )" 8 T 8" ....... ......� .. SLAT PERFORMANCE CHART III l: (ONLY VALID FOR 1/8"SLIP) SLAT PERFORMANCE CHART IV:(LESS THAN 118"SUPS 2 SPuh._._ FORA GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(ps.Q AND SHUTTER MOUNT CONDITION FOR FORA GIVEN A.S.O.DESIGN LOAD(p sr),SHUTTER MOUNT CONDITION INCLUDING i S2 �- INSTALLATIONS W10 STORM BARS PER DETAIL 2 BELOW ANCHOR TYPE AND FOR INSTALLATIONS WIO STORM BARS PER DETAIL 2 BELOW z x CHART IIIbi USR R/ CHART IIIC1 SLAT SPAN DEFINITION 1IIb1 5/16"0 TAPCON XL ANCHOR ;;8_s N+ _._..;._J� s USE YNdEiM,VALUE BDiEDi POSITIVE AND tEMTt1E ASD.tON - .:WAL NOW e•I. USE MAXIMUM POSITIVE A.S.D. USE MAXIMUM VALUE BETWEEN POSRNE USE MA)OMUY � o t'-s'rat 5116"0 TAPCON XL ANCHOR MIN.SLAT LOAD VALUE AND NEGATIVE A.S.D.LOAD A.S.D.WAD VALUE Lz ✓ OR ;-? SPAN MAIL SLAT MM.SLAT MAX.SLAT SPAN "Lmn �ppEO MDL.SEPARAT)W7 TD� SPAN SPAN TO CLASS M �m \�:�Wmm�E; _t MAXIMUM 'LMA%' (Fr) 'CNBC' (FT) \.:\ .>`.;�' ` >a_I/2-PLYWOOD AND .LSU(. (FT) (rt) MESUREV To BAG(OF SLAT(in) DESIGN LOAD WAR.7R+OVr .WAR-TRAPPED W 0 STORM BARS s Yt7 (2).EAC SDE STUDS BEYOND) IDESIGNLUAU- BUnD-OUT BUILD-OUT W +TB W O STORM BARS k BUILD-OUT k BUILD-OUT I (IMP.FACN SIDE.BL'YDND)1 F'FRAMNGE MOUNT Not W/ NOUS W/ •BMID-oUr I (PBT) Mf),I1M y/( M,C,LUNT J(( V. wB0 zax WIND ZONE a e D z3E WN*ZONE DETAIL 1 (ELEVATION) (PSN) (SF.E NOTES e) tSFF Nags e) SEE NORSe �A t-3 4 SET NOTES a SEE NOTES e 30.0- 7'-6" 7'-6' T-6" 6'-7" /" _ 8 1X8" __ 30.0• _ W-6" 35.0 w -7'-2` 7.-2c- 7'-2" 6._a.. ��'_ ....8.1L., 35.0 a 66 .... ._ - -_.._ »_._. _._-_-._ .- ...- 40.0" 6'-9" 6'-9" 6'-9" 6'-7" TV—-^ B 7/8" 40.0 R' 6'-0" A NOTES] 45.0 6'-B" 6_-B� E'-B" - 5'-11"_ �____._ 8)Ig..___ 45.0+a 'S-TO' O'-o" 50.G"'{" 6'75" 6'-5' 6'-5-5'_ 5'-9" T_ 1"__ -_8 TIB" -O 5�9" I. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 55.0 w» 6'-3" __6'-3" 6'-3" _5'-7^ _ 1" 8 1 B" 55.0+'� 5'-7" ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 80.0�* 6'-t" fi'-1- �6'-T" 5'-5' T" - B i 8" 80.0 Wa 5'-5' IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. Y17 MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t:WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH ,•// �. �r SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF ��%/./M/�W/1%1 i/%r. •VAUD FOR D R_SWM(G=0.46) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER :-:::........:::......::::::"._..__7 SCLIt ERN PINE#2(G=0.55) SIDE OF OPENING SHALL BE 33". _..---`•} sur__...._ SPFit10E PtAE-FlR-SIM(G=1136) _ ti VAUD FOR p0UQA5-•FlR-30UTH(G-0•46) SOUTHERN LINE#2(G=0.55) x L� VN1D FOR S00043ift FINE#2(G=(1.55) s SLAT SPAN,DEFINITION 10'-1 3/4' �� AAA FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) FOR WALL MOUNT gIMAX, 0ENING WIDTH 1` ! iC-2015 TILTECO INC. * Nau (i U S DRA RNUBY: INSTALLATION INTO WOOD FRAME STRUCTURES '��GENSF - :.„ ? +� Rolling Shutter System 04/10/15 OA7E • I - L1 �;*r TILLIT TESTING A:ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. '.\. ..\ '"�•`i:�"`,i;:;',:ti,�:; .---� ��,*i-- . FaSs W u".s+..sa.aas. Acuw uPurns.a_6 1626 S.W.BILTMORE STREET 15_07) K :•;:..� ._.1/2`PLYWOOD AND .r S :{505)nT�IS :(ws)asr-1411 _- POR'ST.LUCIE.R.34984 -".......... Yl7 (2)2".6"YA76G STUDS `+'O'• STA E Of ;,,� ,-m4T:ulL.�oBPm.�"m ._.. MAX. ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE,A.S.D. DESIGN LOAD (Psf)AND SLAT SPAN RANEE WALL MOUNT&BUILD-OUT MOUNT TO 211x411 WOOD STUD WALL MOUNT TO 211x61'WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) AMAxIWUY SLAT SPAN RANGE �OWY SLAT SPAN RANGE S.D.DESIGN A D.IDE51Gx WOOD GRADE PRESSURE WOOD GRADE PRESSURE RATING RANGEt R"'NG RANGE D'to 4' >4'l0 6 >5'to 6r >6'to 7' >7't0 W >9'to 10' (P90 0'-0"to 4'-5" _ (Pe) 5 30.0 6" 5 30.0 6., 6" 6" 6" 6" 6" SOUTHERN PINE #2 —40..-- _- s SOUTHERN PINE #2 40 6': - s" s" s" 6" a 3/4" --- ----------- (G=0.55) 50 6" (G=0.55) 50 6" 6" 6" 6" 4 3/4" 3 1/2" 60 6 1 60 6" 6" 5 3/4" 5 1/4" 3 3/4"A3FDOUGLAS-FIR-SOUTH s 30.0 s" DOUGLAS-FIR-SOUTH s 30.0 6" 6" 6" 6" 6"G=0.46 40 6" (G=0.46) 40 6" 6;- ..—6..— -5��4- 5�/4"SPRUCE PINE-FlR-SOUTH 30.0 6° SPRUCE PINE-FIR-SOUTH , 30.06" 6" 6" 6" 6" G=0.36 G=0.36 BUILD-OUT MOUNT TO 211x61'WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) wvcuuW SLAT SPAN RANGE ASD.DESIGN WOOD GRADE wPRE "URERANGU-4 >4!,5 >5'-5 >6'-7' >7-9' : >1-10,TIN ' (Pyl) ILD-0 &NIl>-0 Oulu u BUI I RD-our BIRID- Ru w ur I YWM W YOIIM W E YOUM W YOM W E MOUNT W E %IUM W YOUM W E YOIIM W E W—ILD W E YOUM W YOUM W E YOUM W E < 30.0 6" 6" 6" 6" 6" 6" 6" _ 6" 6.1 6" 6" 6" SOUTHERN PINE #2 40 s" 6" 6" 6" s" 6" 6_' 6" 6" 6" 5 1/4" 5 1/4" (G=0.55) —50 6" 6" 6" 6" 6" 6" 6" 6" 5 1/4" 5 1/4" 4" 4" 60 6" 6" 6" 6" 6" 6" 5 3/4" 5 3/4" 4" 4" 3" 3" DOUGLAS-FIR-SOUTH < 30.0 6" 6" 6" 6" 61, 6" 6" 6" 6" 6" 6" 6" (G=0.46) 40 6" 6" 6" 6" 6" 6" 1 5 1/2" 5 1/2"1 5 1/2"1 5 1/2" 4 1/2" 4 1/2" SPRUCE PINE-FIR-SOUTH s 30.0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 5 1/4" 5" G=0.36 * NOTE: ,,LCCA L 71 Lys, MAX. SPAN FOR SLAT FORA FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) GIVEN A.S.D. DESIGN LOAD t2 ,•'' 9 02015 TILTECO INC. Nautilus SHALL NEVER EXCEED MAX. �y',. �\CENSE DRAWN BY: SLAT SPAN INDICATED ON .�' Railing Shutter S SLAT PERFORMANCE CHARTS �_� g'�_ g System 0./10/15 ON 20 SHEET. _ *= IL E C 0 INc. DATE —,��f- TICCIT TESTING 8 ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. a`l ST>ptE 6F^ P.a 4.,..,..s,. � ."..... • �� Ifi26 S.W.RILTMORE STREET (]03)9)1-tilt .�,.:(sos)ex,-mv 15-071 Z ma:l:ldleco®aol.com POR?ST.LUCIE,FL.J49R4 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 STORM BAR SPACING (Ft) DESIGN PRESSURE RKnNG 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' Sf 30.0 11'-0" 11'-0" 11'-Q" 11,-0" 11'-0„ 11'-0" il'-0" 11'-0" 11'-O" 11'-0" THIS REGION IS ONLY VALID FOR INSTALLATIONS' _- ---.__._ ..--- --- --- - - - ---- _-- --- --- -- ..__-. - - ---- W/ 1 OR MORE STORM BARS PER SHUTTER. 35.0 1 1 -0" 1 1'-0" 40.0 ]1'-0" 1 V-0" 11'-d" 11'-0" 11'-d" }1'-O" 11'-Q" 11'-0" 11'-0" ]1'-0" 45.0 11'-0" 11'-d" 1}'-0" 1}'-0" 11'-0" 1 1`-Q" 11'-0" 1 S'-0" 11'-0" 11'-0" 50.0 ll.-011 11'-0" }}'-Q" 1}'-0" 11'-0" 1 1'-0" 11'-O" 1 1 -0" 11^-0" 11'-Q" * THIS REGION IS ONLY VALID FOR INSTALLATIONS _-.___ T__-.__.-,---_..__ _� __...-__.-.. __--_.__. _�.-_._ -.__ __- -_.-._ * W/ 2 OR MORE STORM BARS PER SHUTTER. 55.0 11'-0'" 11'-0" 11'-0' 11'_0° 11'_0„ 1 i'-d" i 1'-0" 11'-O"_ 11'-0' 11'-0" ._. 60.0 11,-0" 11'-0" 11,-0" 11'-0" -11'-0 11-0 ll'-O" Ill-01, - 11'-0" * - 65.0 11,-0" 11,-0" 1 1'-0" 1}'-D" 1 i -0" 1 1'-0" 1} 0" ]]'-0" 70.0 11'-d" T1-7-0 ill-01, 11'-0" 1 1'-0" ill-01. 11'-0" }1'-0" * i 1'-0" * - 75.0 11'-0" 11'-0" 17'-O" 11'-D" 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 ll,-O,, 90.0 11'-0" 11'-0" 11'-0" 1]'-O" 11'-0" 95.0 11'•-0" 11'-0" 11 -0" 11'-0" 100.0 11'-0" 11'-0" 11'-O" 11'-D" 11'-0" - - - - - 105.0 11'-O" 11'-0" 11`-0" 11'-0" 11'-O" - - - - 110.0 }i'-Q" ]1'-Q" 11'-0F" 0"11'- 10'-10" - - - - - ----- ----- _1' C .....--'- O', _- 115.0 11'-0„ 120.0 11'-O" 11'-0" 11'-O" ]1'-0" _- -- - --11 -- ---- 125.0 11'-0" 11'-0" 11 -Q" 10'-10" - - - - - - 130.0 ill-011 11,, 0" 11'-0" - 135.0 ii'-O', _11'-0" 140.0 ill-.01, 11-0„ --- 145.0 ---- 150.0 ill-011 11'-0„ 155.0 1 V-0" 11'-O" 160.0 11'-0" - - - - - - - - ** MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN ��/� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. .�' I/'�i� c 2015 TILTECO INC DRAWN Br: __ . _._ - .,. -_. .- _-_ ----- ;,`�.,� 'BENS �s_- _., Nautilus R.�, -- t) F Rolling Shutter yB em o4/10/1s idcr -0 EXPERT SHUTTER SERVICES INC. DATE TILLIT TESTING h ENGINEERING COMPANY I M r.".-"."M.--cwuc*s,n.JJ,ce 1626 S.W.BiLTMORE STREET 15-071 = Pnw+. tJm18n-,IJa.Fa.'tJgs n-1sJ+ PORT ST.LUCIE.FL.$4284 STATE F LEL/= e ditecq®gaLcem cq_enaq ORA IND N. .0 - m PntlN'F:IAAm TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S (SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.Q,&STORM BAR SPACING (ft) SECTION SI-Sl(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.sf),&STORM BAR SPACING (ft) AMD. STORM BAR SPACING"a"(FT) A=MAXMM STORM BAR SPACING"a"(FT) Dem DOWN PRESSURE PRESSURE 5. V Pjaw 5' 5.5- 6- 1 6.667' Rmw 2' 2.667' V 3.5' 4' 4.5- 5.5' 6.6617' V 2.667' S 3.5' 4� 4.5' B (P-0 Cr A,B,C,D 30.0 A,B,C,D .13,C A ks,C.D a C B 30.0 HC A!-- 7 A,B,C,D D �_fl-C'_ - 5. A.B,C.D A,B.C. A.B.C.D A,B,C,D 35.0 A,B,C,D A,B,C,D A,B,C,D_ A.8-C,D A,B,C,D _,,A.I3,C.. A.8C ___A.B.0 -..-A,B i5._0 A,B,C,D AB.C.D A,B,C,D _AELC�� B A.B.C.0 A,B.C.1) 4ED A,B�C,D A,B,C,D AB,C,D A,B,C,D &B.0 A,8, A_ A A.... CD A,B,C,D AB,C .0 �HCD___A.B.C.D._ A,EI.C,D A,B,C,D . M__. 45.0 A,B,C,D_ B.&D A,B.C,D A,B&.D A.B.C.0 A,B,C.D _2k.8C.D._ C.Q-., -A,B,C,D _.A 'C 45.0 AB.C,D A,B.0 B.Cq A.B.0 A.B,C... A,13,C A A A. A 50.0 A,B,C,D &B.C,D A.B.C.1) B.C.D A,B,C,D kB,C, BCD A,B,C,D_ _ &S.Cl C A.B.C.D 60.0 A.B,C,D A,B,C,D A,B.C. A A A A A AB C A,B.0 ABC.._ .MA,I3.L A A ...... A 5510 A,B.C.D A.B.C,D k9,C.D AB.C.D -A.B.C.2 ?�.B.0 D AB-g�D ��,BC 13�_ A-EC 1:0 A,B,C,D B.C�D AB.CD_ LB�,O AB,C.D B.CD AB.0 B.0 _31 80.0 E LIC 60.0 A A 65.0' A,B,C,D A,13 C.q A,B.C,O ..A,B,C,D A.B,C,D'.. A.B.0 ABC,-. A-B-C .650 A.8,C,D --"--A --A A A_ 70.0A,B,C,D� jU3,CD A. IC A.8,C,0 _A,B.0 A A,B.C, A.8,C A.B.0 75.0 A,B,C,D A.B.0 A A A A A A 754 A,B,C,D A,B,C,D CD __.A 80.0 I,B_,C.D AB,C.1)_..,_ABC.E�.,__A,B.C,D_._,A.8,C -_.,,A,B,C A 80.0 A.13,C_ �LEL_ A 0 07 8 C.D_ �C.Q_ p 85.0 A _AB�C &BC B_C EL _A __A ....... B.0 _A A_ 90.0 A.B.C,I) A,S.0 A A A A 90.0 A.9,C A A A A A,B,C,D A,B.C.D ___�.BC A.EIC A,B,C,D A,B.0 A.B,C A A A A A 95.0 A,B,C,D 95.0 A,B,C A 100.0 ._A,B,C,D A.B,C.D A,_B_Cq A.B,C AB,C 100.0 AB.C__. A A A A A A A A 05.0 7__ _BC.q_ BC.D A B.qA.B.0 A,B A 110.0 A.B.C,D A_HC_D C B.0 A- A A 110.0 A A JI&O _A�B_CD _!"� A 115.0 A A ___AB C& BC A.B.C_ A A__- 120.0 A,B,C,D A.B,C Aft C __ __ .. A A 120.0 A A A A A 125.0 A A A 25.0 A.S.C.D "'C ___Aa�c'.--- ______ _- __ ___ ---- ------ 130.0 .B.C.0 C A.B.0 A A A A A A A _�. AB 135.0 _BCD ABC, &Lq A A A A A __± __ __ 135.0 --A A A C� BC A A M.0 A A 140.0 &B,C A A A 145.0 A.B,C.0 A A A I,.0 A A A a CD _8C A A 1 A A 150.0 J- -1. 155-0 �A.B C B A 155.0 LEE ABC A,B A_ A A A 180.0 A A ANCHORS TYPE LEGEND A 3/8"o CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 112" Min. EMBEDMENT*& 5" Min, THICK POURED CONCRETE (f'c = 3000 psi) B 3/8"ox1 1/4" POWERS CALK-IN ANCHORS W/ 1 1/4" Min. EMBEDMENT*TO POURED CONCRETE (f'c = 3000 psi) & 3/8"o-16 MACHINE SCREWS C 1/4"ox3/4"ALL POINTS SOLID-SET ANCHORS W1 7/8" Min, EMBEDMENT*TO STAINLESS PO/URED o-2000NCRETE (Vc = 3000 psiMACHINE A) & "kg. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 14" , 18-8 STEEL _ SCREWS !��.............. C 2015 TILTECO INC. t(jUS D-N SY: FAL Q\GEAIP Nau D 5/16"o ITW/BUILDEX TAPCON ANCHORS W/ % Rolling Shutter System 04/10/15 2 1/4" Min. EMBEDMENT*TO POURED DATE CONCRETE (f*c = 2899 psi) 11LIECOmc. EXPERT SHUTTER SERVICES INC. -- -- Z TILLIT TESTING ENGIN 1626 S.W SILTMORE STREET 15-071 -0 EERING COMPANY S PORT ST.'Lu I FL 34951 OF WCIE, DRAWN.w. EMBEDMENT IS BEYOND ANY FLOOR CEILING FINISH SCHEDULE 1a SCHEDULE 2a FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END ANDINTERIORMULLIONS FOR A GIVEN MAX, SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.f.),& A MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& A MAX.MULLION SPACING(FT) SPACING(ft) MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(M MAX IJAX AS&D. "0. MAMMUM 4"x6'x114-MULLION 4"x8'x1/4"MULLION @ 4-x7-xl]4'THCK(3/8'FLANGE)MULLION MAGMUM 4`x6-x1 14"MULLION LLION G02 4'x7'xl/4'THICK DESIGN WUUM 4"x(I"XI/4"MU! DESIGN MULLION PRESSURE (38-FLANGE)MULLION 'RESSURE SPACM RkTING SPACING RAIING (it)- (it)A ORIENTATION#1 (.)t ORIENTATION #2 ORIENTATION#1 (=)f ORIENTATION#2(8) ORIENTATION#1 (=,)t ORIENTATION #2(0)t ORIENTATION 61 (o)t ORIENTATION #2(0)t ORIENTATION#1 (=)t ORIENTATION#2(0)t ORIENTATION 82(0)t END INTERIOR -END INTERIOR END I INTERIOR ENO INTERIOR END END I INTEMOR END INTERIOR END INTERIOR END INTERIOR END I INTERIOR END INTERIOR 7'-6. 12'-6' 30.0 20'-0" 7'-10' 91-'. 7'-3- 12'-0' gffi'�fF- 10'-7- S'-O* 121-61 7'-6' 12'-6- 30.0 20*-0" T-10' --Z:-j 12'-0' 10'-7" a'-O" 12'-5' 9,-8, 7 n-- -12'-G, 35.0 20'-0' 8'-S' 10'-0' 1' 12'-6' 4' 9'-3' V-S' jj�-5- S'-8- O'70- -7- If-S, S'-II f 40.0 20'-0' ---- T2'-F- 12'-6- 35.0 20*-0* ii�--4-' -70=-I 7 8--l' SFT-I 9'-7- 40.0 20'-0' 8'-10' 7'-3" 12--6- 12'-fi. 45.0 20'-0* 6-6' 8'- 0 r_S- 7*-B' _11. IT 6; 4-10 -6' 10*-6' ''T - I* i- .,_ .6, 6' 4-- 1-2�-G-' 20' 3;:: '-F27--F 50.0 20'-0- 6*-2* 8'-2' 6'-0' 12L-6. 50.0 -0' 6*-2" 8'-2 -0 07 -.LL-21- 55.0 20'-0- 5'-1-1 -7--1 W-_3' --12.'-4' ,__6'-8•._,. 5'-7- 12'-6- 55.0 20'-0* 9,-10, 7,-D, V-6- 12'-6- 6. 1.-,. -0" -6" -6, 60.0 1 -9. 5'-6- 8'-6- 6'-4- 1'-2- 12'-0" -no-- . s,-q*----z---q ,.-5'-6* 61-10" S'-S" 4 12' S, 12, d&O .-9. B'-4- W-2 11. 7'-9" 1-4- S'-4' V-4' -10 7--6- 12'-6- a&o iw-4* S'-9 5'-4- 9'-7* 5.- W-6- 70.0 17'-4' 5,-q* 9--6- 6' 10 8'-4" 4 V-6 12'-6" 70.0 17*-4* 5,-9, 6--3- �6 8'-2 -97- 6'-10` '--i7--"6-- -1 V-7- 6 12*-S' _--., - --T 7- !F-4- -5- 8--3- 75.0 5-4' W-O" 6,-3, .-G, 6'-2" ll*-7* 6-3, 5'-6 12'-5" 750 161-6* S'- -T57---g- 12'-4' 80.0 I5,-q* 5'-9* -7 5'-4- 9*-4' 6'-10' 8'-3' 51-6 12'-4' 80.0 - -F--10- -6-3- 6*-2' IT 6- 4'-S' IV-6, --- 5'-4' 7-a-- *Ti�-s----E7-6 12--3 $510 -TF--w 5-9- 'T--7- --Y--4-- -7'-V-'- 51-6 12'-3 me �-9- 7'-7- 5--4' 9'-3 V-10" W-2" -jj.-0- '-1-0�-7`5`-- *7-7 i' 4'-10' 11*-5, 5'-7 12'-3 90.0 14*-2' 5'-10' 7*-7' 6-51 7'-9' 6,-,v 7'-S- V-Y 11*-5* 6*-4' S'-7 12-3 - 7� T-13 2-3 9 0 W-6 12'-3 95.0 13'-5' 5'-70' 7- 9- er-S' 7-9' 6'-4- 11'-5' 100.0 I2'-9- -12- T:'7----V--7- -IT' 6'-4 1'�:5s 6V'-6* 6*�9 12'-3 00.0 12-9 5*-11* 7'-7- 1 9'-3*.. 5'-0` ti'-S"_ --12 ___ __, i -6� -5--l' IT. 51-9 12'-3 05.0 2--2' 6'-0' �-7' -7- 9--3- 7--l' S--2' -5. --F--7 -r--5F -6'-7- 7' 6-7 V-9 12'-3 -9 51-10* -12'-3 6.-0. -5;--fr 7--g- 6'-0* 7'-7* _8, 110.0 1 V-7' 7* W-6, W-5- 6'-B' V-10* 12*-3 110.0 ll'-7* -7 -9'ZF- 1--5" 121�3 115.0 1-1- 7-:7- 5-i" 7'-9',.,,,,- -6,-0, -1-21-3 1204 1O'-S* T7�-6v* 9'-31- 7'-3- 8'-2- 6--l' 12'-3 120.0 07--8- '-7'-6- 5,-G, 7'-g' 6,-10, 7'-T 6'-7- Il'-5- �-i -12'-3- -3 123.0 10'-2'- 6'-2- 8'-3 6'-9" 125.0 TO 2' -9- -5' 12' 61 3 -7rZF- j�-�1-� 6'-1' 12'-3 130.0 -9'-10- 7'-7- 5,-10* 9�3* i�-4' 1 V-5' 61�1* 2-3 13MG 9,-1 o* -1w 7'-97 _K -i�-- 335.0 -7:L--- - ' -5-�7 -5-771 91-3* -7'-�' 8'-3- 6-e 7�-T -5'-1-1 --7-'--10' -JI-2- -7'-1 0" 6,--10" --1 j7:i� -6'-2- -5-5.0 q'-5- 4- --±:-10- 11'-5- 6'-2- _12'-4 7'-3' -12'-3-'- 140.0 9'-1* 6'-4- 7*-7* 6'-0' 9'-3` 7--6' Er-3* 5,-11* 11,-5* 6,-,3* 12*-3 140.0 9--j- 6--4- 7'-7- 7'-10- 7'-1' -�LO: 6'-it 11 JL��7 - ..-- --- -.-IT. 6--5- 6.-0--. 7'-6' 12'-3 -1. 6 7--v V-6. 6.-1. 8'-2 W--6- 7'-5* 7'-9- 7 7'-S' Er-4* 12'-3 TIED 7--7- 9-3* 7'-7' V-4' 12*-3 145.0 8*-10" 6'-5' 7'-6' 6'-0" 7'-9' 155.0 V-3" -.3 M.0 8'-10' 2' �-2 7 7" 6' 5. 150.0 153.0 '-3- V. 7'-7- 6'-2- 9'-3 7--l' -2- V-3' -6' -6' '-5- 12'-3 0 F-6 2 6'-5' 12'-3 6. 1160.0 1 6P-7ffi 7'-6- F-2* 1 7--8- 7'-7' 7'-9' V-5' 7'-7- V-6' 12'-3 160.0 6'-7` 7" 6'-2" 8'-2' 6'-6 2-3 MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. -J---END MULLION mz 2 INTERIOR .... ..... MULLION A'. FLORIDA BUILDING CODE (Non Nigh Velocity rricone Zone) C 2015 TILTECO INC. DRAWN W. It Nautilus Rolling Shutter System 04/10/15 MULLION SPACING:"S" DATE -,1A' TILLIT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 1626 S.W.BiLTMORE STREET 15-071 0, PORT ST.L UCIE,FL.34964 atilt...6-L.- � FLOOR TO CEILING(TRAPPED)MOUNTING MAX. SPAN fft),FO 11.Ahl�j INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX. SPAN JFT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A,S.D. A.S.D.DESIGN PRESSURE RATING(p.s.f.),& 'p, MULLION SPACING(ftl- DESIGN PRESSURE RATING(P.S.F.).&A 12'-C"MAX.MULLION SPACING(Fn MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(IT) VAX LWL 4'x7'xl/4'THICK(3/8'FLANGE)MULLION AS.D. r_�\ Asn. mum 4"x6"x1J4".MULLION 4"xB"x1/4"MULLION pNESSUIRE MULLION "GE)MULLION DESIGN UULUON PRESSURE SPACING RATING SPACING RAYING (ft). ORIENTATION#1 4#t ORIENTATION#2 TN4 14 02 Of 3R_tEmTA'noN#I t4t ORIENTATION 02(D)t (P-0 (R). ORIENTATION#1 4=tt ORIENTATION#2(0)t ORIENTATION#11 t=)tj ORIENTAT 02(9) ORIENTATION ii-03T (P-f-) t ORIENTATION 01 t4tl I INTERIOR END I INTERIOR END INTERIOR I END iN-D—INTERIOR END END I INTERIOR END iNTEpioR END INTERIOR END INTERIOR END INTERIOR END INTERIOR 9 !0�L=12- 8' 8--lo- 7'-2- 12'-6- 6-6' 12*-6" TIS T-10- EF H. SCHEDULE2b' (LIMITED LOAD,MULLION SPACING&SPAN INSTALLATION) SCHEDU�Eibl (LIMITED LOAD,MULLION SPACING&SPAN INSTALLATION) WALL MOUNTED MAX.SPAN(ft)FOR END&INTERIOR MULLIONS FOR A GIVEN FLOOR TO CEILING(TRAPPg2LNgkNjgQMM.SPAN(R)FOR END IS,INTERIOR MULLIONS FOR A A.S.D.DESIGN PRESSURE RATING(P.S.f.).AND FOR 12'-0"(CASE 1)&8'-W(CASE 11)MAX. GIVEN A.S.D.DESIGN PRESSURE(p,s.f.)AND FOR 12,_O"(CASE 1)&W-W(CASES[a&11)MAX.MULLION MULLION SPACING(ft)- RMLLIONSPAN (FT) VAX MAXIMUM MULLION SPAN (Fr) (-)t Wt 44t 44t Ot mt Mt -'-MULLION END INTERfOR INTERIOR ENO INTERIOR END INTERIOR END INTERIOR INTERIOR END INTERIOR — 12'-6' 1 -7 CASE r W.0 45A To' 45 CASE IT Z_ 55.0 9. 454 ap-0, 55.0 8-0- MAXIMUM MULLION SPACING SHALL BE SUCH CASE Ir .-Z—. 9,-v g'-w -0. 1. o' t MULLION ORIENTATION IS AS SEEN FROM THE as.0 81-0. 9,-0. 9, _q* 0 . -_T-----_--,- P-_- � ' | | SCHEDULE 1c SCHEDULE 2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A_.S.Q.DESIGN PRESSURE RATING(p.s.f.),& A 7-01'MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& AND 7'-0"MAX.MULLION SPACING SPACING(ft)' (FT)* MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(FT) MAX A.SM. MAXIMUM Q4"x6"x1/4"MULLION G1 4"x8"x1/4"MULLION G2 4'x7'x1/4'THICK(3/8'FLANGE)MULLION DEM MWMUM 4"x6-'x1/4"MULLION G1 4"x8"X1/4"MULLION 9 G2 4"x7x1/4"THICK DESIGN MULLION pREssww MULLION 6"FLANGE)MULLION PRESSUFA ",SPACING RATING SPAMNO PA,nNG (ft) (ft) ORIENTATION#1 (4t ORIENTATION 02 ORIENTATION 41 (-)tj ORIENTATION#2(G)t ORIENTATION#1 (=)t ORIENTATION#2(D)T (P4.0 ORIENTATION#1 t=)t ORIENTATION #2 Ot ORIENTATION #1 Q=)f ORIENTATION#2(G)f ORIENTATION#2 END INTERIOR END INTERIOR END I INTERIOR END INTERIOR END END INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR _j!'_ 6- -6' - - -6" -7 12'-6'. 30.0 ___L-CL_ 12'�Go__12-A!- jjL_V - - -6^ ._12'-6" 12-6* 12'-6' 12'- 12' 2�6". 2�6� 12' L _12' 12*-6* 12*-6' 12'-6' 124-60 -6* 12--6- 12'-6' 7*-0* 12'-6* _12L-±L 1f-6" 12'-6* 12'-6" _12'-s' _12'::6' 12'-6* 12'-6" 12'-6" 6 40.0 7*-0" _1_2�-6 12'-V 12'-6- 12'-6' IV-6" 12'-6" 12' 12'-6" -12'-6" 12,-6" 12'-6"__. 40A 7'-0" 12:-6: 2'-V 12'-6* _12'-6' -6 12' 12' 12' 12 2 4&0 12'-6 12'-6' 1 -6- 12'-6' 45&-., 7'-0 12,_6* _12*_0* 12*-6* 12'-6' 12'-6*-- 12'-6* 12'-6*, .12' 12' 12' 2L- 2::79.,--__1 - - -12L 6' __ - _12� IL 12'-6' 12*-6" 12'-6" 12'-6' 12*-6" 12'-6" fg.0 7::g: 12'-6' 1 V-7' 12'-6' 12'-6" 12'-6' 2'-6* ZL-61 12'-6" _ 2: -0" ll'-7" 2-6" 12'-6'_ 50.0 __7' �� _ _ _ 12' 2'_6 -6' -6* 55.0 T-O' 12'-6' W-2: 12'-6 lj'- -6' T27-6 T2�_v _EL i__i 12'-6- 2 12'-3' 12'-6* 12'-6' 12* 12, • 3 12' -6- -6" 60.0 7�� jO'_I 1 12'-6- 12'-6- 12'-S" -6" 12'-6' 12'-6' 12'-6 12'=6* 12' 7'- 12 W-11, 12' 12'�F 7-0 12'-6* 10'-1 to 12'-6' 12'-6" 12'-S* W-11" 2�-j:_._ 12' 127-6. 12'-6* 1 21-fi- 65,0 65.0 7'-(r IV-6, 1 G�_F_ �! - -_L v OL- 12'-6* -7' 121-6 _1_2.L7.8jj 12'-V. _1K7 -:--I W-6, 1 12*-G, 12 7'-Oo 12'-6' 1 V-6" 12'-6' 12'-6" 11'-3" 12' 12' 12' 12' 70.0 '-0' 111-6, 12'-6" 12'-&' 11'-3* 12�-6- 12'-6- 12'-6' -12'-6' _ 19- __-L- - _._- - 1. _._- -_' - -• 12'-6' - 0 7 -0. 75.0 12'-1 10'-2' 101-11- 12'-6* 12'-6' 11 12'-6- 71-0*t_ W-I* 10'-2* 10*-Il* 121-6" 12, _ it'-0' W-11* 12' 12' 12' 11'-11" 12'-6" 80.0 -7'-0'- _5" 2'-6- 12'-6' -.12'. 7!-0" 11--6- 10'- 12'-4- _12 j2L &5.0 7'-0' 11 q.-S. 10-2- 2 10'-7- 12'-6" 10�2o 12'-1' 12'-6' 101-7, -w - MO 7'-0- IV-0- 2-6- 12,-&" 1 V-e 12'-6" j V 1 .I 1�4* -6" -10" -6* 90q0 7'7!?l '-10- 12 q0.0 -7'-0' 101-7o 9'-7' -9'-10" 1 V-10* 12'-5* 10'-5* IV-8" 12' 10' 12'_ 9*-7" 91-10' _L-LOL 12'-5" _LQ:�:f_ 12'-6' 12' 10 fLq .. 7' * 10'-2' g'-6' 10&-2' 10'-4 12'-V 10'-5* 12'-6* 1. 9. lo*-4' IV-6' 10,-5, 12*-6' 9S.0 -,. 11'-7* 111-11' 10'-L2' _ __ __ 11 ___ _2�o` ..9� - ___-__ loo-l" 12'-6* 100.0 7'-0' 91-10' 9,-3" 9--3- W-VI 111-6" lo'-O" loo-l" lo,-I" 12'-6' low) W-1, 12'-6" �6 9_fv '-0- W-2, 9,-I0* _2L-10: 9-8. 105.0 7-0- 9'-6- 9--1' g'-r0"_ --- 12 105.0 7 9W-:i� 9 9, 9. - q.-g. 9'-7" 12'-6* 12'-6" 110.0 7'-0'- -9�-_3_' -8,-11 8.-167 10,-10, 9--7- 12'-G" Jo'-q' W-5 __12-6 119.0 7'-0* 12'-6" 10'-S" 9'-1- -6- Jo- - '-7- -7- -9-5", 113.0 9'-0" 1 Op_I I _10- V-7* 115.0 Z-0 -2: a -7 0�117 10 1 120.0 7--0. 12'-6- 7. 10'-9" 8'-Er 2- 9,_10, 12'-6 12OmO -0. 10' V 10'-3' W-5" 125.0 7'-0' 1.-11. .-7- -2- ID-7. 10.-0" 12'-6- �_E" 123,g 7'-0* -6 7:___K-2" 10 to' 9'-4" ._9' 2L 6�_ ___L7Zj_ _12' -gL_!L_- - _j� - _,_ - __ _L B-5" -2- - '-6- -6- 2- 130.0 -0 1'-4" 10'-6'_6 8_0 107--e -9 9 W-O' 130.D _4 8' .� - I-- 12 7.-9. a,-9. 12'-6* 8'-2" 12'-V 135.0 7'-0' '-7o 9-,. 5'-9- 12'-6" 9'-6' --'-2- 12'-6" I-A&O 7'-0' V-2- 8'-4' 10'-4* 9,-1" 0.__- .._ 140.0 �_O- -To�-J- _9'-*4' _--i 8'-7- 12'-6- W-C 8'-0' 2':6` 140.0 7'-0* 8,_0, -9-Y 10'-3* 9'_-4'__ ._8-?"_, W-6- a 12'-6 7' 10' 12'-6- 7 -6- _r. 145.0 8'-2- -5' g'-9'_ 9'-2- 8.-6. A W-2" T2 e t2'--6'- 9'-2- 0,_10, 7*-8' a. I. r_4' -8* -6* 12'-- i f-10�_4 '-G* 150�O T__0_ _4 V-11, IM.0 -6 • V-1- 12'-6' 15560 r-o_. 7'-6" 8,_O, 0 8,-Io* -8. 8*-3:-. W-5' 7 12'_6" - -0" 8 -77 0- 0 7' 0" 7' 6" '-a' 1 7 --- - - 12'-6- -0* -4' -11* _9 8*-7* 12'-2 12'-6 -4* -4 -10' B4-8* a'- 12*-2 a'-a' 160.0 1 7* 1 7* 7* �o -0* 7' 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. 1 ---END MULLION 0 3T D. INTERIOR MULLION FLORIDA BUILDING CODE (Non High Velocity urricone Zone} _Ir-1 DRAWN EY, "S" C 2015 TILTECO INC.\,,ENSz F.R.L * Nautilus Rolling Shutter System 04/10/15 /-rlL-rE-;;O MULLION SPACING:"S" DATE TILUT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. -1 1626 S.W I8OE STREET 15-071 t%M PORT 6T" CIFOR. 1-1