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505 BEACH AVE - RES20-0166 2 of 2 IW .. z z z GENERAL NOTES; 8. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 9,ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SNAIL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. 1. NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON INS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION)OF THE FLORIDA BUILDING CODE. -3/8"exl 1/4"CALK-INS MANUFACTURED BY POWER FASTENERS, INC. NAUTILUS ROWNG SHUT RK SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DADE /BROWARD COUNTIES). KATE -1/4"ora/4"SOLID-SET MANUFACTURED BY ALL POINT, INC. -3/8"o K K BOLT T2 MANUFACTURED BY HIL , INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -5/16'o TAPCON MANUFACTURED BY Illy BUILDER, INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED FOR A DIRECTIONALRY FACTOR Kd-0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. AND SHALL NOT EXCEED THE MAXIMUM (AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 26. EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL, IN ORDER 70 VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 EMBEDMENT SHALL BE GROUT FILLED OR RST REDUCED TO ASO. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORDER TO ANCHOR SPACING O 100% EDGE DISTANCE O 100% CONCRETE CONCRETE BLOCK TC COMPARE THESE W/MAX. (AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18 & 20 THRU 26. 3/64"0x1 1/4"CALK-IN 3 3/4' 4 1/2" 1 1/4"(3000 ail) NOT ALLOWED 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D,AS TESTED WERE NOT OVER STRESSED. I/4"0.3/4'SOUS-SET 3" 3" 7/8"(3000 p11) NOT ALLOWED A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS tat USED IN THEIR ANALYSIS. FASTENERS 3/B'0 KWIK BOLT TZ 9" 4" 2 1/2"(3000 psi) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. 5/16'0 TAPCON XL 3 3/4" 3 1/8" 2 1/4"(2899 psi) NOT ALLOWED ACCORD ROLLING SHUTTER SYSTEM'S1609.1.2 ADEQUACYTHEA FOR NAND CYCUC AMRESERICAN HAS BEEN VERIFIED IN 10.ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS IO, ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE C AMERICAN TEST LAB OF SOUTH FLORIDA. REPORT 'F 1030,01-0B AS PER ASTM E 1996-05, E 1BB6-OS AND E 330 STANDARDS, QUALIFYING 10.A, II, 11A, 12, 12A, 13 & 13A. INSTALLATIONS FOR WIND ZONES 1, 2, 3 & 4, MISSILE TYPE 0 AND ONLY APPLICABLE TO BASIC PROTECTION INSTALLATIONS, AS DEFINED BY SECTIONS 6.2.1.1, 0.2.1,2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19 k 20 -KWIK BOLT TO EXPANSION ANCHOR NUFACT MANUFACTURED BY HILTI, INC. FOR ADDITIONAL LIMITATIONS. -HUS-H SCREW ANCHOR MANUFACTURED BY HILT, -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. J. ALL ALUMINUM EXTRUSIONS SHALL BE 5063-16 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 EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. YIELD STRENGTH AND 90 koi TENSILE STRENOT OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN EMBEDMENT 0 100% 5001/3. ALL S.D.S. ARE TEK SCREWS MANUFACTURED BY ITN BUILUEX& SHALL COMPLY W/ FLORIDA BUILDING GROUT FILLED OR CODE SECTION 2411,3.3.4. ANCHOR SPACINGO 100% EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK 3/4"o EWE BOLT TZ 27" 9" 4 3/4' (3000 psi) NOT ALLOWED 5. BOLTS TO BE ASTM A-307, GALVANIZED OR ANSI 304 OR 316 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM 1/2"o KWIK BOLT T2 22 1/2" 7 I/O" 3 1/4" (3000 PSI) NOT ALLOWED YIELD STRENGTH. 3/8"0 KWIK BOLT T2 6' 4 3/8" 2" (3000 PSI) NOT ALLOWED B. NAUTILUS AOLJJNG SHUTTER SYSTEM BEARS U.S. PATENTS/6,095,225 AND 47,409,980. 3/8"o HUS-H SCREW 4" 5 2" (3000 PSI) NOT ALLOWED 3/B"0 WEDGE-BOLT 4 1/2" 4 o'DIrl" 2 1/2"(3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR SIDE RAIL SHALL BE AS FOLLOWS: 1/2'9 MVS-H SHIT OR GE BIT 6" 6 3•(3000 PSI) NOT ALLOWED 5/8'o INTO-K SCREW OR I-SOlE RAT 7 1/2" 7 1/2" 2 1/2"(3000 PSI) NOT ALLOWED (A) TO EXISTING POURED CONCRETE: MIN. 3000 PALL. COMPRESSIVE STRENGTH. 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/18"0 TAPCON XL ANCHORS AS MANUFACTURED BY iTW BUILOEX,INC. TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8Y KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HIL-11. INC. 12. R 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 5/16NT TAPCON XL ANCHORS h 2 1/2" FOR 3/B"0 KWIK BOLT 3 ANCHORS. NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 13.THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED A.2) MINIMUM EDGE DISTANCE (Ea) INTO POURED CONCRETE SHALL BE: BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4"FOR 5/16"o TAPCON XL ANCHORS& 5"FOR 3/8"0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL. ANY FINISH MATERIAL. 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 A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON CONOITIONS DEVIATE FROM THE P.E.D. THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (6)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON TITS (B) TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL:ASTM C-90 P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY 11W BUILOE%.INC. (c)THIS P.E.0. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. MINIMUM B 1)UNIT SHALLIABEBEOI2E'T/OF 5/16'0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED 91'A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. RECORD (E.O.R.) FOR THE PROJECT AND WHO 1VILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 9.2)MINIMUM EDGE DISTANCE (ED.) OF 5/16'0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4". EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. (o)THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. B. - ASE THAT PRECAST • •• •• • •- VENEER OR PAVERS BE FOUND ON THE EXISTING MDR,ANCHORS SHALL BE LONG ENOUGH T. •a. E MAIN STRUCTURE BEHIND 16. PRODUCT MANUF RNRGB;$LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF SUC. FLORIDA BUILD)NO"A;`,O •"CAMML SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING COOL (C) TO EXISTING WOOD FRAME BUILDING: SPRUCE PINE-FIR-SOUTH (G-0.36), DOUGLAS-FIR-SOU =0.46)OR .P ••�GY.A°W41, 9HACL ONLY BE USED TO SOUTHERN PINE #2 W/G - 0.55 MIN. 1'1.. *.•• , - THE STATE OF FLORIDA FLORIDA 6WLOWG CODE (Non High Velocity Hurricane Zone) _ -5/16"0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITN BUILDER,INC. C 2017 PlTECO INC. �Q► 140.44167 ",, DRAWN BY: C. MINIMUM EMBEDMENT OF TAPCON%L ANCHORS.INTO THE WOOD FRAME UNIT SHALL BE 2 1/4"PHYSICAL .' L : t- - Nautilus LE. BEADED PENETRATION. labs --•...--=-�---- *ti / abs Rolling Shutter System 68/24/I7 EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. IL E C O INC. DATE C.2)MINIMU! • E DISTANCE (E.D.) OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4•.EDGE DISTANCE IS " "•Gj kA AA TICCIT TESTING A ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. BEYOND ANY MATERIAL. ;{.-•• 4014191�."�l. T\ �w-N. L,.mt.w^-,w cu .. ]Ills 152G S.W.BILTMORE STREET - e ••••••.,. t1_ t cwiNT•,sa.r..,005)11-.m1 1 7-244 • n Gi'� LIT a-ISOII 1'JIKOCaal.aa,l, PORI ST.LUC,E.FL.34aR4 OM 0.3) IN CASE THAT PRECAST STO -- .- •NCRETE OR BRICK PANELS, VOILE •S NE FOUND ON __�V1ON ( ILl 111 Eg_ap06710 ^Pi%+�real Toa-ooh•.rah P•t/toI-0.0 'V' N^ THE EXISTING WALL OR FLOOR,ANCHORS SI• ' . • 1.. . • HE MAIN STRUCTURE BEHIND A tN WALTER A 1TLLT Jo.P.E. SUCH PANELS. P.E. 5001 11.OR10A Ue. 44167 �1 un n.,,, yI,T„ -No comm. w" '-- ---- /tlilYfA(k/nATE F _�_sNCET I OF 27 Zz _.... Z - - - __ _ --- �------_______........„, / #7 a8 #9 #10 pY..sr ow- 2134• un' om• #3 #4 #5 #6 MS a>' ar- ° p`' i�lilE J±:: F mo• :_e;ris:541 j�A0>'I tcb�" 1012 ium HEX MEAD/B!WEADOCK'.4.1" n6". 6q 8 R' OPTION#1 ONOttni akIPI./)' IAIn Ei• I 81.6913' IRI.6.6•I III./)• P),Iw' P2.116• ,IIti9e' N'96' S SCREW BPftS —OPTION(n(L5'/WA$HERl •AeJ 2 R a .j ^' M1 a ) '-n t L " E4,d{f STNNLE59 9TEFL SRiEW/ 1I ESI ODA=WTM ACSS.VFR I _ ~I.. / ' I / I ' / DTitL • 1,l rCWivaUFREE N1fKOAROSCN IL / CGIT1YR srsrpA,AS LWL N,'11f»Je6 _ / „r6 .070• ) 6YSUN 6F].T CJJATIp.LLC.Cor L ' /1I I L 1 L n . Fy.191.4 RSI)Ya0eS6aSX, Sts' .[a• .m•- — J, f L l .B "03.0.) , .454 al AU=198.8 MUTER=51 3sng oA SLATS Tor .731 .Tss•- _.'s .ier/ ) a Al STARTER SLAT aor Lex• 600.1TSOLUSINUM ALLOY .V 4001-Te ALUMINUM ALLOY '• T Fr sl.s al tmat sale:(-.• OB BASE SLAT �i • DETAIL 8 EOl1r6 ALWANUMALLOY C 2431 SCALE,Y•1' " X .260'�'.6a• �;ro' .12 1100' `'1'13..653• i1213.I220'—. lona. ACETAL BUSHING"" 11•11111.111111171.4r: .om' Iooa• I S6' $ M4 I r- - -' -- (USE WI OPTIONS AI AND I2) �•. " 7t g R' I — DeN31TY:to DOW fL - .I � .) 7EH5SE 1.10011 US:377 kJ Ixs• I -Tieo• 2.4:64 O BUILDOUT TUBE IEhSIE STRESS AT 1OD.9 73506 FLEXURAL ACCUSAL/S.680 IN, pp 6065.10 Ur ALLOY LEM NOTCHED Y.pACT:6S E1M A b .010' ! SCALE.Ur•I' —.,.i1a• aw ©RETAINING SYSTEM:SCREW+BUSHING 0D SIDE RAIL * SCALE 0 BUILD-OUT TUBE E1 BUILD-OUT TUBE 606178 ASUMINtli1 ALLOY 6013116 ALUMINUI.1 ALLOY 006176 ALUMINUM ALLOY Sib' SCALE 1/L'•,' SCALE 1 to•1' SCALE ?.1' -�.) • *MUST BE REl1EMED BY SHUTTER N MAl1UFACIURER To A;LOW FOR A u: .A _____._•� f - e.oEo' 0.050•CLEARANCE B • 1GIIc HEAD AND rt�q --iai0'-- • - •-•IE POSIPONS. r 1'N --Lew"-- —2.6,a—I E3 BUILD-OUT TUBE 606116 ALUMINUM ALLOY SCALE vr.I• 4 00C• 'S0' 'DrPI (]-j s1 .iso- O 1/4'0x3/4'ILUTIMB��UILLOEX TEK SCREW .i•A' CAR EON STEEL SCALE VT•,' i3o' q __ »0; SIM.) w, 44.; :l///%a'.01' .6/a> ,. OI 5118'01TWIBUILOEX TAPCON XL ANCHOR CARSON STEAL SCALE:IIT•1- H =1111 ll C a003.—� f I .oao• I ^� OK STORM BAR r OJ 318'0 HILTI,INC.KWIK BOLT 3 ANCHOR 6oe1.16 ALUMINUM ALLOY O © 4x6 MULLION G1 4x8 MULLION © 4x7 MULLION,r'' R p,.. CARSON STEEL SCALE 1R'•1- F TRAPPED ANGLE6051-T.ALUM.NM 1.Y� ,.. of`• CARSON T 6061-T5 ALUMII:UM ALLOT 6061-7E AL UMI NW ALLOY 60131-Te ALUMINuMALLor 1• �, ✓ SCALE.10 , 3CAIE X13'•1 SCALE m'•r SCALE vr•,- 1A G � FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) C 2017 TITLED INC. -..y, DRAIN M: No.44167 : a Nautilus u til us _ *i:':- --4--------:-7--,, '- -a�----•�- vial. Rolling Shutter Syafom rO/i+17 -0.. / �� Err 0 INC.\ DAR A F>,:15 1,,` Tui TESSTlycy ENGINEERING COMPANY EXPERT SSHUTTER SERVICES INC. COMPONENTS '_���/`,�oR � ,, M,•-mH_I,� rc corpH_+vI me S.w.LUCIE.R 7.66. >>-2,4 [,�, p 11 ii,DUI.00•eLeam 1 01UW,RD N. ` Glav 11f EB-0006710 xIc IEMJ 1w-oaea.rA6i(ml a -mw ,/ A..1'''' ''''--_ WALTFA A IILLN L.P.E. Viarve• tart wt. NT-_.. — P'C..15641,‘,1E,WSIt DATE AUC.I 4410 '� ao 04.0. 'WO,. ;Y un SIILET 2 ar X. z z, z 9 i 1 , N iti. - ,,.. ,c00. 'll,/ :4) ir•- -III eD G0, 0 eSIDE/END CAP 9 9 8 2 HOUSING(BACK&TOP).040 THICK o 3 HOUSING(FRONT&BOTTOM).040 THICK - ro 4 SPRING BRACKET 0 5 SPRING ASSEMBLY �'���� 6 60 MM OCTAGONAL AXLE 0 ` = ,� 7 SIDE RAIL(MAIN SECTION) I' '� 8 SIDE RAIL(COVER SECTION) IP17 9 ALUMINUM STARTER SLAT '�. O 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET • /� 15 HOUSING(BACK& OP) BOLTS FASTENERS 0 I O 4 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS ® 18 END RETENTION ASSEMBLY • 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN d 21 CONNECTOR SLEEVE 22 GEAR-PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT /r 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING d / BOX & END GAP•�S.SEMBLY COMPONENTS d // ''`'�Ea A. rtUT d ,)4P*;..•"GEN ✓p SF FLORIDA BUILDING CODE (Non High VeIocity Hurricane Zone) i� d -m No.44167 :. 7017 nTEED INE .<"•� NautilusDRAWN LG i , .: .40t,___ t-- ..• 126V7 Ota/� Rolling Shutter System 11/2./67 s , / f L E C li mc.\ DATE O ��9 1 w�v r,u,T YEsnRO a ENDINEEAINa COMPANY EXPERT SHUTTER SERVICES INC, •G.Z0 1 use fir!e h,Ste JO.NwexA GADO.n vin IG]6 S.W.6:1J 1O E SSPE[ 6, n••.:MA .79. w',,,--,a,i 17-244 �� �� 6t .-mou:W,ee9011W.eem Pnm ST.EueIE.n..349E. .,LS/ONAL tit' ED-00067,9 m ruu�c(Goo)749-110,6.I,((m)e71-09.20 un WNG Ne N WALTER A.TKtR Jr.P.[. P.E. SJty9r.OfteURE/DATE naeoA U9./.167 ob,..,,� ,�,�„ oorr 3 or 70 ___. BOX 1>Y/6 & Y/7 BOX V/B C REAR ®V/9 o REAR __ ` ©(PP.) ©(TYP.) ,Y/6 & Y/7 \Nj\\�\\`s\\\\\.\\\\\\\\\\\': :\\\\\`.\\\\\\\\\\\\\\\\\ 1"` \\ 1,:\ � \\ • " .6%. ' \ ' END CAP--J 1 I END CAP END CAP IIIIIIIIIIIIIIAlaIIIMIIIIIPAIMIIIIIIIIII END CAP 1 SUTS 1 • SLATS SLATS N2 �{[y�1 `r" —'-SUTS — SUTS -J.a---.-"_ #3 "SUTS p4 __ #4 r� P SLATS i_ -."----SLATS S / kk -S _ -' #5 S5 3� i - "" SUTS amass ® �__T / 0 8 3 7 MI_ I#LATS 0/8/ 0/5 78 r .. --SLATS 0'/8 i7 D'. _, b / SLATS V' '' rF , --SLATS id r/Ni T</R—PTR Y/lt SBLA.75 0 I I `SLATS 0 '(Typ. Eo. END) „..------Sp. Eo. END) I#9 ,/ I f 9 9 \I\ —____ __...------,--A--- SLATS Ank i 10 SLATS O ' 1 ---SL4Ts (TYPO � I _ X10TO (TYPO 111,1•SLATS5 I SLATS 1, N ///////////// / // / a' / STORM 'SPACIU / // /'// /J/////////////////�✓//////////////:/.//. O OFY/6 & Y/7 (SEE/7M-2EE7 22 -1'i (._.;/ I)'V/g V/g 0,Y/8 & Y/7 me,SIAT SINN -(SEE SCHEDULES ON SHEETS 15&20) Mev.SLAT SPIN TYPICAL S NGLE UNIT ELEVATION W/0 STORM BARS *, ** (SEE sDNEcuLEs ON SHEET Is) NOTE. SEE S 2 & 3 FOR COMPONENTS NOMENCLATURE TYPICAL SINGLE UNIT ELEVATION W/ SJORM BARS N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATIQN GIVEN A SHUTTER HEIGHT: * CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0"APPLICABLE TO INSTALLATIONS VI/0 STORM BARS, W/STORM BARS OR W/STORM BARS &TAULLIONS W/HEIGHTS UP TO 11'-0'. (a)CURTAIN SHALL START Yl/Hl SLATS AT TOP,FOLLOWED BY/2, #3, ..... THEREAFTER,ALL THE WAY DOWN. EACH SLAT d 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 SLATBOMAY VARY WITH SHUTTER'S HEIGHT. it',Cr ^;•T%,,/-'. (6) BOTTOM SLAT BQ MUST BE ALWAYS INSTALLED. ."\,t (ik t,A. TI VT --- ** CASE 2: SHUTTER HEIGHT LARGER THAN 11'-0'APPLICABLE TO INSTALLATIONS W/O STORM 1N3P GENS / tT1 F FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) BARS AND W/OR W/O MULLIONS 1Y/HEIGHTS LARGER THAN 11'-0'. No.44167 02017 TLTCO INC. �I�11A DRAWN Or (a) CURTAIN SHALL START Y!/ #1 SLATS Al TOP, FOLLOWED BY(12, #3, THEREAFTER,ALL t ,�,' �. _•: �' Qr Na u til us LC. SI WAY SOWN. EACH SLAT # SHALL CONSIST OF MIN. FIVE(5)SLATS OF THAT SLAT j,_-_-:-_-_-,_. +�"�.— ` 1�4iN� Rollin Shutter stem ULMER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE i - HF �� �l�` 9 3Y °e/2�/'7 CONTINUED UNTIL#10 SLAT IS INSTALLED.AFTER AI0 SLAT IS INSTALLED.ADDITIONAL(/10 '4`v Q 111-711767:\ DATE SLATS MUST OE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. D'"',R( �' V ` TICCIT TESTING h ENGINEERING C014PAHY EXPERT SHUTTER SERVICES INC. . .' T1 I626 s.w.&LTUORE Siafr7 (b) BOTTOM 5U70MUST of ALWAYS INSTALLED. ?C`�ps,�0 'L 4,��'1\II 11 n"'1 ex�uY�ullecmeelT '�v'ee 17-244 4 I PORT ST.LUCK,R.Sf9ea ^..� NA III EH-0009718 cern NhrvE.(e631 144-3034,rn (171)e)1-c1DJ �� NO _ _..�� X411 WALTER A,llLLli Jr.P.E. �`'."' �^" un II v... comm. un �.•_. SEAIf�NATURE/DATE FLORIDA LK.144167 , ae,s"n, -on•/. , SHEET 4 OF26 EXISTING 14000— EJOmtLc 14000 _ ii/16 R ru<ON' W/ -5/16.0 rXPCONs xL W/ TRUSSES OR RAI1tO' TRUSSES OR RATTER /2 1/2'A;.PEN DON 2 l/2 Nan.PENETRATION 1/4'4.3/4'ITW BUODE% 14'6.J b 1'aDa0.o60'OAL 1'.1',1/9'DR 1C+L SGRFIvs W 1'.1•.1/6.OR I/4-043/4"ITW WILDE% EXISTING WOOL Ex15nNc WOOL k 1'oD..0.0a0'WEv. 212'.1 e' / TEK SCREWS W/ MUSSES OR RAFTER STEEL MASHER O 21' STEEL WASHER O 21'6c. / 1'OD..0.060'Q4vM02ED 7'.2'.4/e' —TRUSSES DR MATTER ALVN:NUM TUBE AlUNItIVI!DAM I.O.O.a0.0e0•GALVANIZED STEEL WASHER 0 2f'6.c. �� STEEL WASHER 0 24'^.c. S/f6"c TAPCONS%l '� H /0 a/16'P TlPC01N5 A r r PENETRATION i/� - O 2f' .. i PENElRAT1011 +, 9 O 21'o (2)2•.4.OR •411 1 716'coxr.� (z)71r DR . -,.1 i I .�. .�6n b'[OTT. ✓ I X� 14000 MEWEq� 000 HEADER (2)2'.I'DR (i)2'A4'tJli REQUIRED �, LQINRLD �� 1'46'CONT: ` 2'46'CONT. j IP WOOD HEADER • WOOD HEWER . REOIRRED ' -.! ' k„.._.) REQUIRED '�• 11 —,ir. :... .. t -- Z ' / ! \ OOPGENING O O H EDGE�/ \I - I L../ EDGE QE/' 1' _1 I EDGE• , \ OPENING I -! M OPENING I I �' oPEwr+ I E%Tsnric EXISTING • W EXISTING 11 II o(AA55s „, 8 IGLASS I G LS' Exlmlu(BEI.ONO) I (BEYOND) I N GLASS ) `OnBIoR (BEYOND) EXMOORA (BEYOND) ” ill ; -� (2)2'44'OR I N:.. 1 = \ x @1?oR IS I_. —A. A ©ISR IIS I _�zl (2)216' •�_ SEPARATION c G I EXTERIOR a (2)2'44.OR I N^. CONT.WOOD • 10 GLASS 216'CONT.-\ S[PNN110H (2)2'.f'OR M:^. SND 0 16' (VM SCOWLS W ) y WOOD SM7 �' i0 c1A55 ¢ ere"MP—...�� ���� � SEPARATION I !MEET N 1 ATtt O 111,11111/1.3 V moo •sN0 TO GLASS OC.IAA. i� , ) - . \ 1 1 3 0 16'O.C. N ` � j (sa ',,ir-F 4x1 i i 0 16'O.C. (s....,O, (SEE s / • _ 1 v MAX.REQUIRED w Sn'1IT 20) • (SEE SHEET -„i EE ANCHORS u^ i (SEE SHEET 20)' 1, MAX.SHEET 20) VW M) SCHEDULE SEA/ROON C (SEE SHEET 20) I , ' ON SHEET 21 5 C TO GLASS I ir NS , ) �8 \\I I.' 0/8 O Y.4•oq \ �. lsa u7mola s /8 I RE. O/8 `� �• —wu liNSH.t. _ SEE ANCHORS • • � •.T.WOOD \i"4444 I SCHEDULE ON SHEET 21 0 EDGE OF lc 'SCHEOULE 01N SHEET 21 O OPENING A i 0 . 0 16' / OPENI!Y 1 0 e 0 MA%. I E._p 2'.1 t/1'.0.062'AN _,) OUIREO. I S£E ANCHORS -; / ('• SHEET 11 EE 7.• I. 2'.410.062'.CO1NT. X SHEET .; .i E.e. I0' .=avr.AlUN. . I 2) Y T ` I }__ E•.��y RUN.ANGLE • ON SHEET 21 �`s/16'9 r,wcous%L \� \ \ \ 6 6/1e'o TAPCONS ILL ,( I w/z VY Mtn. 0/8 i\ 0/8 / W//1 1 7'M;n. PENETRAnON PENETRA 021+ Ig?L ) J I On MO0N PBOT. PT _11 DEO • IIS I•o: O � COREESB *sal r iii. geCONCRETE SlA9 I $ � OREQUIRED., (SEE SHEET 20) REVIE ( 10 �v--_EDGE. WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON E ,IaTAIt . WOOD BUILDINGS .-�\CE1Vc''.,✓,y._ • ,6 lC FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ,A� NO.44j 67 o 2012 TLIECO m0. �V' Nautilus °"'°”'Or LC 'kk��� Rolling Shutter System 09/24 17 9 `=;'Li / I1. E C )INc. \ DATE "7..._ 4'- •'' f`YI t TRW TTESTIo.iGftr ENGINEER. NNG C nPA:1e. EXPERT IBM SHUTTER SERVICES INC. _ pL'�` N .•'((��\1C l4f :IaS)V1-LINO.1,.(1.071-rv1 (7-244 �/Q �V I( A-rno I.It6c40661.c^m PORT SI.LUCRE,R.J49B4 NAL E ,II EB-0006719 E(e9)A9-10.6,rm.I772)671-09'n uu.a W / WALTER A.TAUT Jr.P.E. P.E. SEAL/51 HE/DATE FLORIN.u1..A 44107 1 ISA.1-all .n,n,�, - S6m 7 or 21) Z Z_-- --. 2--:, —,.In. E.D. POURED CONCRE7 /� ;".E.D. _ OR GROUT TILLED ' 0 ODRO OCR(J J--\ POUREO \ O°Re '�`'" E.D. CONCRETE BLOCK .. i 1 POURED CONCRETE OR POURED I ORO POURED E OR \ (SEE SCHEDULES ON (SEE SCHEDULER-0\1i FS O<I GROUT Flll£D (SEE SCHEDULES OH coNCRRE OR GROUT FILLED—_ SHEETS 17&18) SHEETS 17& le) CONCRETE BLOCK SHEETS 17& IB) CROUT FlLLEU K (SEE SCHEDULES ON \ I I` CONCRETE BLOCK '�� SHEETS 17&1B) CONCRETE \ 0 7.730- rim • fiL ? " �q OE oR E1NINE �• 0 E2 oR E3 l„cR 1- 0gl„ 0 • M". I. LG. H :L r: �. OR 1/B'SLIP E.. \ -' U r ;1�:1T- OR I/B•SLIP O OR '�B)SUP ' °4 °` I/2'• I/4' SECTION W/ STORM BARS FLUSH MOUNT (WALL) \\ / cR +/B•SLIP lJ TRAPPED MOUNT BUILD-OUT MOUNT SECTION P-P (PLAN) BUILD-OUT MOUNT SCALE 3/15.- ,- SECTIONS O-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SCALE:1/4'-, O�QI ��i., @CR© ©OR(J, I. _ I O O— 0 -: 0 4"o.c. - riimmor. 0 a"O.c. nil Lie 0{•D.d { ! © *Lill 1 O.c. .jj7O lib- OI! Iiblit I 1 � 0 OR 1/8SUR p n ` -: ,-;�1 t`;•,17-� , I: :rr_ SECTION Q'-Q` (PLAN) 1/2•, ''/4 1/2,i/4- p 1 T OR 1/B'SL;P OR 1/e•SUP 1/2, 1/4• V2.1N 1/2 1p• 1/2 i/4- ORIENTATION #1 OOR I/6-SUP DR 1/B•SLP nJoR 1%B•SUP ORR 1/B•SUP( WALL MOUNT END MULLJON SECTION Q-Q (PLAN) SECTION Q-Q (PLAN) SECTION R-R (PLAN) SECTION R'-R' (PLAN) V ©* ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 & #2 ORIENTATION #2 Aa o a a.C. 0 Il •• •0 •. •N WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION r INSTALLATION DETAILS INTO MULLIONS G, G1, G2 , I o 5 0 V OR 1/8•SUP . OR I/8'SUP � 2) 2".4"OR I "6" STUDS (2)x6"2•x4'STUD O OR (SEE •FET 20) 6). O' (SFE SCHEDULE ON SHEET 21) * ALTERNATIVELY TO HO, A G �— z" ri (SEE SHEET 20) op (SEE SCHEDULE MIN. 2" 1/4"0-20x3/4" S.S. M.S. ) ON SHEET 21 PL11V0•• W/ NUT MAY BE USED SECTION Q'-Q' (PLAN) VA MIN. 1/2" FOR THIS CONNECTION ORIENTATION #2 PLYWOODil �c- WALL MOUNT END & INTERIOR MULLION —�� E2 DR E3 Iiso�•2 230' 2'ORI• I I 0'A,A4 - • �( . ,i FLORIDA OOLONG COLE(Non RiRn YoiocRY Hurricane 2onc )oR /a'S..° O0 4.0.c. O1/2 1/4' •A I/B"$LP O */ No.44167 02D1]ROCCO WC. •,'�'•,•� Nautilus CMLC Dr: FLUSH MOUNT (WALL) D—our MOUNT * �=1,;a L� '>A•.• ,$ , .„,:s. ._ QO/� Rolling Shutter Sys 08/a4/,T SECTIONS O'-O' PLAN o . - Q-_, IL E C O TqC. 17-244OM =���' 4. j� \` T1LL1T TESTIKD&ENDINEERINa COMPANY EXPERT SHUTTER SERVICES INC. ('•'•.�, ��..Ly LI aui wti"s:Nn.K,n..XS.MwxA eMIXrn.n 9f,ie 1826 S.W.BILTMORE 349HSTOUT INSTALLATION DETAILS INTO E. !STING WOOD BUILDINGS s/0 {fib' E�'`1 ^”' - '7 "°'"""" PORT SI.LUCIE,EL.3498, AL❑ - ul:La«o0•aLcom L 11 EB-0008719 E:(507)7.9_4055. Ai'.p77)571_USL DRAWING Ho 50720 t/.• 1' -'� /ATURE/ wf.OH A nun 44.67 A.E.�r/ GNA7URE/DATE ELORICA Lk./u157 MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE, WOOD GRADE,A.S.D, DESIGN LOAD(psf)AND SLAT SPAN RANGE WALL MOUNT&BUILD-OUT MOUNT TO 2"x4"WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 ON SHEET 201 (SEE DETAIL 2 ON SHEET 20) "" SLAT SPAN RAKE1S06G SLAT SPAN RANGE WOOD GRADE " RCMPAY:E a-0"toa'-6"' WOOD GRADE RA E am4'">4'ms' >5'to5`>li1Gr'I>/to7'>4'to10•' s 30.0 6" 6" 6" + 6.. 5 SOUTHERN PINE #2 40 6" SOUTHERN PINE #2 40 , 6'• 6" 6" 6" 6" ..441?*(G=0.55) 50 6 (G=0.55) ,v 6" _ 6" 6" aSr 60 6' 606" , 6" 5 3/4" 5 1/4" 3 3/4" 3" DOUGLAS-FIR-SOUTH s 30.0 5" DOUGLAS-FIR-SOUTH s 30.0 v 6" 6" 6" 6" 6" 6" (G=0.46) 40 6' (G=0.46) 40 6" 6" 6" 5 1/4" 5 1/4" 4 1/4" SPRUCE PINE-FIR-SOUTHs 30.0 6" SPRUCE PINE-FIR-SOUTH s 30.0 6" 6" s" 6" 6" 5 t a (G=0.36) (G=0.36) / BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD )SEE DETAIL 2 ON SHEET 20) X36^ SLAT SPAN RANGE WOOD GRADE M'C a-4'" RAIING RrNa >4'-5 >5.-6'* >5-7' * >7-s * ;5-1o'. uOuNT w/(Ft WONT w WourT W/q.,wow w4C0 IP=R:..T WONT 0100=w/C IPUNT voA9 WGUNT 14/0!IwU4(1 pl Wourt Ir/t)WW1 w/CEl 5 30.0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" SOUTHERN PINE #2 =0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 5 1/4" 5 1/4" (G=0.55) 50 6" 6" 6" 6" 6" 6" 6" 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" 6" 6" 6" 6" 6" (0=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" SPRUCE PINE-FIR-SOUTH s30.0 6" 6" 6" 6" 6" 6" 6" 6" " 6" 1/4" (G=0.36) 65 5" NOTE r PSA A.77(4/7:-- * MAX. SPAN FOR SLAT FORA �r4I�:''\jCENSF'.•�. GIVEN A.S.D. DESIGN LOAD FLORIDA BUILDING CODE (Non High Veloc4y Hurricane Zone) SHALL JIEYEE EXCEED MAX. 'v.44167 o ton mn:m PC -��U#: Nautilus SLAT SPAN INDICATED ON *i * �- DRAM 144 c �" *" / 9I�4/�, Roiling ShutferS sfom SLAT PERFORMANCE CHARTS Z o �w ��'�� g y GP/24/17 ON 20 SHEET. fT��" +L E C O INc. \ OPE h TWIT TESTING&ENGINEERING CONPA6 EXPERT SHUTTER SERVICES INC. `C4(`L+.•,v 1\` ..I ,vu a.u...u>,vacw cul�m,n."'" 1626 S W.&MORE SWEET 17-244 O - \V.11 (xfm r.1.vo.r.. <w�Hr�-Nvl II - :I41vcvOvervem PORT ST.LUCIE.FL.34904 -.� ONQL E 111 CB-0006119 ',Hon'E:(4,0)T49-90!6,EAJL(T>!)pt-en: LIRAWnia N4 �Sw �ww�� #41 WALTER A.TG,LR.14 P.E. "• sot 1 vv __ _ P.C. SEAt/S'TGSii###411- fURE/DATE ILORR)A Lk.6 44167 w�>..; > rnr me.,� ' " S"En 21 04 26 2----47 SLAT PERFORMANCE CHART lb 1 & IO 1:fONLY VALID FOR 12"SLIP) SLAT PERFORMANCE CHART IIb I & !lc!: (ONLY VALID FOR 1/4"SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE,A.S.D.DESIGN LOAD(p.s.O,SLAT SLIP 1/8"AND FOR A GIVEN MAXIMUM A.S.O DESIGN PRESSURE RATING P II AND SHUTTER MOUNT CONS)IION FOP FOR A GIVEN MAXIMUM A.S.O.DESIGN PRESSURE RATING NT s r)AND STUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOD FRAMES WALLS W/2"x4"STUDS INSTALLATIONS VAO STORM BARS PER DETAIL 1 BELOW INSTALLATIONS WO STORM BARS PER DETAIL 2 BELOW AS PER LIMITATIONS ON DETAIL 1 CHART Ib 1 USWbl CHAR) IC I CHART Ill)1 vas R/ IIb1 CHART IIC I USE WWUY WA TOKEN POSITS No KOOK ASD.ILIO I$Boum TOME ASA INC 1141E US 144131 3 WALE 6ISW1 PA911K NO MUM ASD.LOW 140 NUMB MIK RIMEOI PQM MO NORM ASA ILIO YAISW MAIC SUT SPAN NW M REQUIRED SA YN.$Z EIS TO N USE MANAKIN POSITTE ASD. sPw TO awls IASLIED m 6/10'0 TAPODN XL ANCHOR AIM.SAT AGN VALUE 5116"0 TAPCON XL ANCHOR USE D PasEAE A.S.D. WOOD GRADE 41 1 •OD •(m BALI(OF SW(it) SPAN0 room EWIS WIN. SLAT LOAD VALUE 150540 mu. 6wt8-art-wLtNha MAX, SLAT SPAN •CHIN.' LUIS iwaAA+ REWIRED MAX. SLAT SPAN •CMTS.' REOLIEMO SPAN (�P� 'Mir WN WwD/2ollE9 wAvt ZONE *LAW.'(R) (N) REQUIRED Ir'o � 'L uAx' (B) (II)CESONLibum m a(a SAT On) TO SASS L�"°' y�4 5' a OMEN Pfl 55655 W/lL eUBL••DL1T BUILD-OUT IOW_TIN.m ppm SOUTHERN PINE+2(C.0.55) 60. 4'-S" 4'-5' ,,,,,,„:,,,c,ssuMOUNT UTVoI/ U W/ ...aOUr W/0 STORM BMS 1 RESSU mu 6130-GUT 931)-0Ur MNL IM MO 11/0 STORM BARS sour w/ W/ •4 cur DOUGLAS-FIR-SOUTH(C=0.16 60 4'-5' C-6" 0'-41• 1' 5/ Z RPM 20Nt3 'MND ZONE (vI) MID ZONES WINO ZONE ) WA /' Da NO=53 (Ila Imo e)ME ha=A) ` A 1-3 4 (sat Wad) OBI NMA1 OBE Mee.31 �.'1 4 1-3 1 SPRUCE PINE-FR-SRN(G-0.36; 60 4'-5' 4'-5" c +'30.0• T0'-a' 10'-0• 10'-0' 8'-I• I' a 1/2' 30.0• 8'-3' e'-3' B'-0' T-7' 1• B 1/B• -10'...0' 10.-.0'10•-0' 10-0' T-9' 1' 6 1/2' 35.0•• T-9' r_3' 1' 8 I/O' 40.0..... 10•-0• 10'-0' (0'-0' T-5' a 1/2' 40.0•• 7'-7• T-7- .T-7' T-0" ,• 8 ,/B' lo'-o' lo'-o• 7-2' r a 3/2' 45.0••• r-4• 7'_4• r-4" 8'-9' 1- a 1/8- Y/75o.0 r. 10'-0• 10'-0• 10'-D' 7'-0' I• 8 1/2' 50.0»• r-3' 7'-3" 7'-3• 6'-6' 1' 8 t/B' 55.0••• 10'-0" 10'-0• 10'-0' 6'-9' 1• a 1/2' 65.0••• T-3' r-3' 7-3' 6'-4' I' 8 1/B• 'rYi/ // 4 80.0••• 10'-0' 10•-0' 10'-0' ['-9' 1" 8 1/2' 60.0••• 7-3' 1 7'-s' I 7'-3 6'-2• 1• B 1/6• --_.. SLAT PERFORMANCE CHART Ill l:(ONLY VALID FOR 118"SLIP ;I I I SLAT PERFORMANCE CHART N:(LESS THAN 1/8"SLIP) i '•. ; I i FOR A GIVEN MAXIMUM A.BD.DESIGN PRESSURE RATING(pan AND SHUTTER MOUNT CONDITION FOR l! ; SNI' INSTALLATIONS WIC)STORM BARS PER DETAIL 2 BELOW x, FOR A GIVEN A.S.E.DESIGN LOAD(p s.�,SHUTTER MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS WAD STORM BARS PER DETAIL I BELOW ! r 1' (n i i J CHART IIIb! I UMb111/ CHART IIIC1 / `� s SLAT SPAN DEf1NITI0N 5/16'•0 TAPCON XL ANCHOR I i J , o IS LLE&PAW MBEIXDI POSITS[NO loATNE ASA at 'I 1 L'-P 1/I'MI I USC 4A INA1 PGSNNE 4.5.2. USE MAMA 9405 BETWEEN P0611NE USE 14•331314S'1 PONE I' 'M/KW/C. 5116'0 TAPCON XL ANCHOR MIN. SLAT LORD WIDE AND NEWTNE Ass.LGN A.S.O.1040 VALUE 1 V_ MI I O SPAN I MAX. SLAT SPAN •CHIN.• FIGURED lei. SPAN TSPAkW SLAT 70�M.WSi05 PED TO KMKMi 101'` !I ASD. 'Lw.•(FT) (TI) MEWED TO BAERtea SAT Gr DESIGN GLASS MAGSRAI 'LAwC'(FT) 'LMXL'(Fr) slot a w un) v .N•_1/2•44 H03 AND PIQSRMC 1WL BUAD-GUT BIM-alf W/0 STORM BARS L� y0LM+�A Wr BtRy/aUf W/0 STORM BARS (2)2'44"WOOD SUDS RATw4o NOOK w/ M/ (P01) �Y �3 I�vn (PP.EMJ7 SZE,a.YPNU)t (psI) A. MLAO ZONES WINO ZONE A 7:6 AtNO ZONES ONO ZONE ME carts°) (sa Nmpe>pm Nows°) sE.)i 1-3 4 _ >a X04 sex tams A 1-3 4 DETAIL 1(ELEVATION) 30.0• T-B' T-6' T-6' 8'-7" 1• 1/5' 30.0• 35.0•• 7-2' 7'-2' T-2' ..- e'-4' I' 1/8' 35.0•• 6•-3• 40.0•• 6'-0' 6'-6' 6'-9' S'-I' ' I. I/O' 40.0•• 6'-0• a)/OTF'C; 48.0••• B'-6' - 6'-5' 6'-8' S'-II- I' _ /5' 46.0 am 5'-10' L. I' 50.0••• 6'-5' e'-S` B'-5' S'-9' I• 1/6' SDA we 5'-9' _ 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 58.0••• 6'-3' e'-3' 8'-3' S'-7' I^ 1/5' 55.0••• 5'-7' ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 60,0 6'-,' 6-1' s'-t' S'-6' ,• 1/6' 50.0 w 0_5• - IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN -Y/7 LOAD. / /�/ MAXIMUM A.S.D,DESIGN LOAD VS WOOD GRADE SCHEDULE: t: WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH •VALID FDR DOl1]AS-FIR (G•0.46) SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF 4.72 - THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER 1 SOJ11- U WE/2(G'.o.55) 1I ,` / I 5o T �HNE�1R (G=0.36) SIDE OF OPENING SHALL BE 33". A( C • `j ^VALLA FCR DDlC345-RR-SOUI}I(G�.48) 1 (I J 9NRfNJ RPE 12(0-00..55) IIJ •"'VNJD FOR sour-204 R .I5(-iT") mj i 10.'-1 /•'I I. 3 SLAT SPAN DEFINITION !; FOR WNI 11WINI i V .. .y iaM Lr•�up 9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) I 1 11WL y E;NC,MOTN . 'no i'',*.....vO MSF _ 020,7 TLIECD INC, -`.,;' DMAWN DC '� INSTALLATION INTO WOOD FRAME STRUCTURES �}p•44161 Z. er Nauti/us LC. j I m •*' i^r c--. IL ECO ,gIS►� Rolling SlmHo�SYarB+n oe/1./n -` \`\ \"• N-...";,\ \ �� nwr TESTING h ENO&E[MIN5 0 44 A� DATE :. .' \.ATT\\ A .52 ,.. F � EXPERT SHUTTER SERVICES INC. a 1/2'Rri5000 AND �3 �j� /...4,4i,\ aw kV.ha. t.5,..apt.rqw wawa,n.4tiu I 62 S.W.80.THORC STREET 1 7-2 4 !x I>YR :oma'��'.r•':(10°NJ1-'D' PORT St.WEE.M1.3498♦ (2)z•.6'WoaD stuns Cas ORlIIA - .,I ctaOam.mm oaAt•nN:N. (TIP.E,'C7i SIDE,BOOM)t \,.'s' " 61 11 [0-ODOA719 ANOAC(e00)7.9-9054.Mt(112)atl-men DETAIL 2{ELEVATION) = «�1-- WALTER A RUE Jr.P.E. . Nb.,e ROMA Lk.6 4416) Ti P. gF,iAL/SIGNATOR[/DATE Wad, . vIm 20 or 16 1 ���I :q