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Home My WebLink AboutSET UP-INSTALLATIONI. NAUTILUS MILLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT /P.E.Dd HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE VAN THE DOLT (SUN EDITION) OF THE RBRIRA VEBUILDING CODE. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MINI-OADE /BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS 'TELL BE INSTALLED FOR A DIRECTIONALITY FACTOR KE-0.85.VSING ASCE 7-10 FOR INSTALLATIONS UNDER 2012 MC AND SMALL NOT EXCEED THE MAXIMUM (&S.D.) DESIGN PRESSURE IMONM MDCAMID ON SHEETS 15 FIRM 18 O 20 NEU 26 IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LEADS DETERMINED PER ASCE 2-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAIL (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18 h 20 THRU 26. 2, A 33% INCREASE RINFYAUUOOWMLE P50'TNRESS FOR WIND LOADS WAS�III USED IN THEIR NULYSIST OVER MESSED, SPACINGS TO WOW HAVE BEEN DETERMINED IN ACCORDANCE WITH N.O.S. 2015. NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCUC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH ySECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS AMERICN TEST LAB OF SOUTH FLORNSTAUUTONS FOR WINO •ZONES 11. 2, 3 EAS PER LAN MISSILE TYPE 0 AND ONLYAPPLICABLE TO BASIC PRUALIFYING OTECTION INSTALLATIONS. AS DEFINED BY SECTIONS 6,2.1.1. 6.2.1.1 AND 8.3 OF ASN E 1996 SEE SHEETS 19 W 20 FOR ADDITIONAL UWTAMONS. 1 ALL AUJMINUM EXTRUSIONS SHALL BE 6063-T6.ALLOY (UNLESS OTHERWISE NOTED), SEE SHEET 2. 4. ALL SCREWS (EXCEPT ENO RETENTION SCREYt Cll TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 kei WELD STRENGTH AND 90 kei TENSILE MOIST R CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. ALL S.D.S. ME TEN SCREWS MANUFACTURED BY ITV/ BUILDEX k SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 5. BOLTS TO BE ASTM A-307. GALVANIZED OR N51 304 OR 316 SERIES STAINLESS STEEL WRH 36 kei MINIMUU YIELD STRENGTH. 6. NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S. PATENTS 06.095.225 AND B7,409,980. T. ANCHORS TO WALL FOR®SIDE RAIL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: MIN. 3000 F,J. COMPRESSIVE STRENGTH. -5/16% TAPCON XL ANCHORS AS MANUFACTURED BY IN BUILDEX. INC. -3/8.0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI, INC, A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: B 1/4' FOR 5AIG'0 TAMON Is. ANCHORS k 2 1/2' FOR 3/B'0 KWIK BOLT 3 ANCHORS, NO I2BEDMEN INTO STUCCO SHALL BE CONSIDERED AS PA T OF THE REWIRED EMBEDMENT, A.2) MINIMUM EDGE DISTANCE (E.D.) INTO POURED CONCRETE SHALL BE: 4' FOR 5/I6'0 TAPCON XL ANCHORS k S' FOR 3/8'0 KWIK BOLT J ANCHORS, EDGE DISTANCE IS BEYOND ANY FINIS b MATERIAL.. SCANNED BY St. Lucie County 8. ANCHORS SHALL BE MSTALLEO FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF ME ANCHOR'S MANUFACTURER. 9. ANCHORS REWIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. -3/8'0xl 1/4' CALN-INS MANUFACTURED BY POWER FASTENERS, INC. -1/4'0113/4' SWD-SET MANUFACTURED BY ALL POINT. INC. -3/8.0 KWIK BOLT R MNUFACTUREO BY MILD, INC. -5/16•0 TAPCON MANUFACTURED BY RW BUILDEX. INC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT MOW MENTIONED SHEET. ME DISTANCE AND EMBEDNENTS ME BEYOND NY FINISH MATERIAL. EMBEDMENT GROUT FILLED OR ANCHOR SPACING 0 LOOS EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK 3/8'0x1 1/4• CALK -IN 3 3/4• 4 1/2• 1 1/4• (3000 pf) NOT ALLOWED 1/4'ex3/4' SOLID -SET 3' 3' Z/8• (5000 pH) NOT ALLOWED 3/6'0 KWIK BOLT TZ 9• 42 1/2' (MOO Dei) NOT ALLOWED 5/16.0 TAPCON XL 3 3/4• 3 1/8• 2 1/4• (2899 poi) NOT ALLOWED 10. ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIEO ON APPUCABLE SECTIONS SHOWN ON SHEETS 10. 1 OA, 11. 11 A. 12. 1M. 13 G 1JA, -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILM, INC. -HUS-H SCREW ANCHOR MANUFACTURED BY HIM INC. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EDGE DISTANCE AND EMBEDMENTS ME BEYOND ANY FINISH MATERIAL. EMBEDMENT O IOOX GROUT FILLED OR ANCHOR SPACING Y 1009 EDGE DISTANCE O IOOR CONCRETE CONCRETE BLOCK 3/4.0 KWIK BOLT T2 27• 9' 4 3/4• (3000 pal) TIM ALLOWED 1/2.0 KWIK BOLT TZ 22 1/2' 2 1/2' 3 1/4- (3000 PSI) NOT ALLOWED 3/9'0 KWIK BOLT iZ 6' 4 3/8• 2• (3000 PSI) NOT ALLOWED 3/5-0 HUB-H SCREW A. 5• 2• (3000 PSI) NOT ALLOWED 3/8.0 WEDGE -BOLT 4 1/2- 4 1/2- 2 1/2- (3000 PSI) NOT ALLOWED 1/2'0 M-Y BEEN OR ME MLT 6• 8• 3• (3000 PSI) NOT ALLOWED 5/8-0 111 X0.W OR WICE BIT T 1/2' T 1/2' 2 1/2- (3000 PSI) NOT ALLOWED II. THE INSTALLATION CONTRACTOR IS TO SELL/CAUU! ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WIN ME BUILDING TO PREVENT 'WIND/RAIN INTRUSION. CAULK M40 SEAL PRODUCT TRACKS ALL AROUND MILL LENGTH. 12, IT SHALL BE THE RESPONSIBILITY OF WE CONTRACTOR M VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE, CONCRETE BLOCK OR WOOD FUME BUILDINGS. 13, THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGUVSIONS PROAMED BY WE JURISDICTION WHERE PERMIT IS APPLIED TO. 14. UFTING MECHANISM NOT PART OF NIS APPROVAL, 15, (P) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i.e. WHERE WE ERE k3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS. VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE FROM WE PBM. THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH WE MAIN STRUCTURE BEHIND SUCH PANELS. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING USE SUM OF THIS PRODUCT. BASED ON THIS (B) i0 EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL: ASTM C-90 P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTMCTOR•6 RESPONSIBIUTI, -5/16.0 TAMON XL ANCHORS, AS MANUFACTURED BY ITV BUILDEX, INC. (p) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY TEENS. 8.1) MINIMUM EMBEDMENT OF 5/16-0 TAMON XL ANCHORS INTO WE GROUT FILLED CELL CONCRETE BLOCK UNIT SHALL BE o 1/4'. (0) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME WE ENGINEER OF NO EMBEDMENT IN STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. RECORD %.O.R. FOR WE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF WE P.E.D. ENGINEER OF RECORD, ACTING AS ) i A DELECA ED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO NIS IAIIER THE SIR SPECIFIC ORAWMGS FOR RENEW. 0.2) MINIMUM EDGE DISTANCE (E.DJ OF 5/16.0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4•. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. (eJ DAIS P.E.D. SNALL BEAR THE DATE AND ORIGINAL SEAL ND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. B.3) IN CASE THAT PRECAST STONE, FRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR MOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 16. PRODUCT MANUF T111114 1M EL SNALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WIN SECTION 1709.9.3 OF SUCH PANELS. ROROA BUIlO)0'0' 0114 dQEL SHALL BE PLACED FOR EVERY OPENING. LMEUNG TO COMPLY WITH SECTION I70SU2 OF THE FLORIDA BUILDING CUR (C) TO EXISTING WOOD FRAME BUILDING: SPRUCE PINE -FIR -SOUTH (G-0.36), DOUGLAS-FIR-SOUTH (G-0.45) OR I 1S. �J 91flL ONLY BE TR1 SOUTHERN PINE /2 W/ G - 0.55 MIN. ti ��, C5 F ' d M ME STATE OF FLOHIp4 FLORIDA BUILDING CODE IN- Nien Velotlb Rumlcone 2x1 -5/16'0 TMCON XL ANCHORS, AS MANUFACTURED BY IN BUILDEX. INC. CA) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO WE WOOD FRAME UNIT SHALL BE 2 1/4• PHYSICAL THREMEO PENETRATION. NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF WE REQUIRED EMBEDMENT. C.2) MINIMUM EDGE DISTANCE EE.U.) OF TAMON ANCHORS, INTO WOOD SHALL BE 2 1/4-.EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL C.3) II! CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR FAVORS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. rob g5 %8 N9 F FT I I, I ill �! I �A SLATS `'1°°'— .nr- _ae,•J rb4uMwuuulor iY�,b W 1�1 9 a.u,• N F k n `� p yrnm OD SFIDE�RAIL W]Sie HVMWVNNLDr *.uST BE REMEWEO BY SNUf1ER "RJFM RER r0 4WW FOR A MNIMUN OAA' CLFNWICE OEM'EEN SCREW NM µD GVIM1 YMl AI NON XVRRIGWE Mll..S. i OE BUILD-OUTTUBE bmsre4B,nouMulm C TRAPPED ANGLE © 4Xfi MULLION G1 4X8 MULLION W,SrnuuwxVMNLOr ruLE VNeuov SCt Ore PL11MMIMXLov fGLP,R'.,• ]GLF. COMPONENTS N10MA b ' DEruL:A - I 0 TAR•C N and STARTER SLAT eoasre4uu NBMeuov aG1f �?"� 0 BASE SIAT P_rna E: B eom.muuuiNUM41or E E1 BUILDsOUT TUBE re 4iwwuAuov 51 aiSti]f8 w] m11K4NF/DrtlFIX108EeNGEID.tOR,cAM � n]IS"6114AIRM ABTGF/d]1011 WA OPTION N1A0KaffRk1 OPTION 0 ANAVASHERI .]B]UsrAaaEsssrEu swtw W.,EDN,R,.G4L,4A 4EE1QRt�31 CXidipaigEE COAINGbm,FLL A4UwSWTGO BVSLNBD]Lii>s. LLC Fy=191A WEIBD614XGM1O, FL.Ip&BILYBE9ESRaSG00 xw .zar ACETAL BUSHING NEE VAOTIIX9]i.WO]]) [£A5RY; tApMe rENVEE,nxlsme OBUILD -OUT TUBE ]muLAi s: Emwp��p L9]].r U..U. AE.1 QNNOIC,R�MPCT.ebuM CC EE'..V Aa' I E3 BUILD -OUT TUBE em>r]4BwN or =.left !�H 1/4'0X314' NW,BUILDEX TEK SCREW CMBONb1EFL BLt1E"P.,' B OI W16-01TWMIJILDEX TAPCON A ANCHOR CM.0..1EEI ! Y 1-a OJ 3WOHILTI.INDKWIKBCLT3ANC14OR W.ONSmEL acvc,?-r © RETAINING 6YSTEM: SCREW. BUSHING I I i OK STORM BAR eoe,.Eb4uMuzuu4Lor boze:m ., Bu,oi . .0 Il a 21 12 _ O e m I° 1 SIDE(END CAP j e e 10 2 HOUSING (BACK & TOP).040 THICK 3 HOUSING (FRONT & BOTTOM).D40 THICK 4 SPRING BRACKET 5 SPRINGASSEMBLY - e `o 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL (MAIN SECTION) .+' 8 SIDE RAIL (COVER SECTION) •r I n' �' -� 9 ALUMINUM STARTER SLAT �- 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 0 ® 14 SPRING, GEAR & MOTOR BRACKET BOLTS O ® 15 HOUSING (BACK & TOP) FASTENERS ° ° „® 16 SIDE RAIL (MAIN SECTION) FASTENERS 17 HOUSING (FRONT & BOTTOM) FASTENERS S •� 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS d ® 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 22 GEAR- PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 0 24 60MM OCTAGONAL IDLER END d 25 IDLER BRACKET WITH BEARING s s BOX & END CAF�-QS.SEMBLY COMPONENTS S 10 ;,...GEMS .,T✓y iLORIOA BUILDING CODE (`Non BpM1 Velocity Hurricane Zane) ? W. 44167 '. c2on RITEcomc. NcilltlluS �L� II c RoLfng SSukerSyafam oan.il, — e} IL EGOIN.. a•rt 0 '.°y'•.• LLx , s EXPERT SHUTTER SERVICES INC. [yea `lV ceW..rE511x0 a EN DIME ,fRINO LoxV/.Xy sr...: leb31Xx.ra M.In:i ti:]_X 62° SW. VL�TIM. E MEET34984 1]—•z44 1 FL• ••••• ay 1 _mak 411e<nOed.eam PORT n, LULK. R. �.98x pynW w SONAI \E� 1'1 an:nmine-we.r:oeelen-n R.E�YfM,%MONAIURE/OATE Xvlaam. Ue. ! wad sx[v � aE Ee `BOX VIS & Y/7 rBOX V/9 �I R R V/9' K Eu+ © Y/6 & Y/7 -END CAP t ! END CAP AP-' ENO CAPS dl r d1 suis surs 02 d2 sun sun surs d3 SITS dA I dl 5Ui5 BUTS Y{K BUTS BUTS 8 surs 8� 8 suis 8 01/8 0•/e 01/8 0'/e sun - sun sun D — sun D (Typ. Ea. END) (Typ. Ea. ENO) da dB sun Bun A A (Ty,) ! —"" (Typ.) d1D d1D Sum SLITS / STORM BAR SPACIH BY/6 Mev. SIT SPAN & Y/7 I (SEE SHEET 22 (SEE ®V/y ®V/9 �Y/8 & Y/7 ! _ TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS • • Ma]. SIT SPAN (SEE SCHEDULES On SHM 15) NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE.x TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. PROCEDURE GIVEN A SHU]TER-HEMBL' N.T.S. -FOR-SLAT--INSTALLATION • CASE 1: SHUTTER HEIGHT EOUAL OR LESS THAN II'-G' APPLICABLE TO INSTALUTONS W/O STORM BAYS, W/ STORM BARS OR W/ STORM OMS & MULLIONS W( HEIGHTS UP TO 11'-0' (a) CURTNU SMALL START W/ AI SITS AT TOP. FOLLOWED BY 12. 13...... THEREkFTER, ALL THE WAY DO\']N. EACH SIT ] SHALL CONSIST OF MIN, FIVE (5) SITS OF THAT SIT NUMBER. PROCEDURE FOR ADDING SITS OMNWARD BELOW dl SIT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED, OUI OF FINAL SIT NUMBER •• INSTALLED BEFORE 8070M SUTI IMY VARY WITH SHUTTER'S HEIGHT. •• A 7 (a) BDROM SUi ®MUST BE ALWAYS INSTALLED. GG ]I��pT,•�•`•p.• •• k •• SdUTIER HEIGHT LARGER THAN 11'-0MPLICABLE i0 Irv5ULITONS W/0 STOP.�11�p',vv�V` pp�T/9. `. `' FLORIDA BUILDING CODE (Non High Velocity BarAwne Zone) BARS AND 'N/ OR W/O MULLIONS W/ HEIGHTS URGER TMVN 11'-0*. Aln• 441 2 IW C]On mhCO mc. avµ Be Nautilus LP (a) CURTAIN SHALL START W/ (1 GUYS AT TOPS FOLLOWED BY (5) SITS.. NAT BUT ALL OP MIN. FADE 01 BITS OF MAT BUT THE WAY DOWN. EACH OR P NG S TSCONSISTDOWNWARD BELOW d1 SIT SHALL BE NUMBER. PROCEDURE FOR AIDING SU15 OAFTER * :, * `...4., Y.�.�- - `Z '� •' \ IL E RI O IN0. ROLIng ShuNai SyaEOm Te/»/n oAR CITSN D UNTIL SIT IS INSTALLED: AFTER 11 SIT IS INSTALLED. ADDITIONAL dlo '_9 KA R' Y4 IC nuN rznixp & ExmxEERiHa coxrwr EXPERT SHUTTER SERVICES INC. HUT ITS InUST BE USED f0 COMPLETE THE TOTAL SHUTTER HEIGHT. USED ., .?' �C IT oNrat n vne 1626 S.W. BILn10RE STREET 17-244 (0) BOTTOM SUTQB MUST BE ALWAYS INSTALLED. x� I1 S(ONALE�' ll'1 'e�ms 1j nw (b�fMl%�fn f.. (mLn-gym a .41B410006T19 eem WRO �18]L PORT S1. LUCK. 1 3.131 slw�u L!q) ]VKxe .1u: b]]) n�-qa0 xO P.E. SEAL/SIGNARIRE/DATE OA LxI� 1 • sxLE] • or. i END CAR b n< CA =0 �W h (TYI i Mex MUWON SPACING t� (SEE SCHEDULE --I I suss 12 SLAT LADS SUDS d5 SUITS ps SLATS y] Sun e�/IJ�f (Typ. ED. END) 09 SUITS qm `SLATS 1 (V M.A. SEAT SPANI Mox. SLAT SPAN ! IAax. 5LA7 SPAN r (SEE SCHEDULES ON SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION •, " W/ MULLION & W/O STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INRTALL ATION GIVEN A SHOTTER HEIGHT: IT CASE I: SHUTTER HEIGHT EQUAL OR LESS THAN II'-V. APPLICABLE TO INSTALLATIONS W/0 STORM BARS. VI/ STORM &VtS OR Al STORM BARS & MULLIONS W/ HEIGHTS UP TO II' -OS. (a) CURTAIN SHALL START VI/ 91 SUITS AT TOP, FOLLOWED BY ,72, 93...... THEREAFTER ALL THE WAY. DOW EACH BUT / SHALL CONSIST OF FIVE (5I SUITS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW FI SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED. OUANIIN OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT QB MAY VARY 111TH SHUTTER'S HEIGHT. (M) BOTTOM SUITOR MUST BE ALWAYS INSTALLED. WW CASE 2: SHOVER HEIGHT URGER 1HM1 ll'-O' APPLICABLE TO INSTALUTION W/0 STORM BAR AND M/ MULUONS W/ HEIGHTS LARGER THAN (o) CURTAIN SHALL START VI/ BI SUITS AT TOP, FOLLOWED BY 12, r3..... THEREAFTER A L THE WAY DOWN. EACH SLAT ,y SHALL CONSIST OF FNE (5) SLA15 OF THAT SLAT HN.IBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELO'N Al SUIT SHALL BE CONTINUE UNTIL 110 SLAT IS NRGM.LED. AFTER j'10 SLAT IS INSTALLED, ADDITIONAL #10 SUITS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. (E) BOTTOM SUITOO MQST BE ALWAYS INSTALLED. ON SHOOS 11, 15 h ]6) ,W-1/10 r©Or N1' Or OR W-2/11 OR W-3-/12 OR W-4/13 BOX x I I I I I 1 II II I I I I I I I II II 11 II II I I I II II 11 I I I I I I I I I II II II II I - 1 1 I I I I I 1 I I I 9 I II II i I 0 8 I II II 11 I I R 8 or R 8 or R'/8 ii I I I II I I I I R/e or R'/B 1 R/8 or R'/R I IW-1/10 OR W-2/11 OR I � W—S /1711R W—A/TS MAX. STORE/ MR (SEE SHEET 22) A. or(Dor© O OUR M/G K c" ) (Typ. Ea. END) 8 SLATS Max. SLAT SPAN Mox. SLAT SPAN Max. SLAT SPAN �__.r. (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SLHEOVLEB ON SHEET 15) SHEETS 15 & 16) SHEET IS) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION ' W/ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. FLORIDA BUILDING tlur.:cone s/I B-m rMcons xL vl/ POURED -I �5/16'0 TA CONS XL W/ z I/.' Min. I rW"'/6' OR z'4'N/B' 2 1/!' 1!a EMBEDMENT CONCRflEj EMBEDMENT A I"OA..o.0s0- WLV. ALUumuM TUBE_ 1/4 arJ/s" ITN BUILDE% TEA SCAM PEO'0 STEEL WASHER C Is o.c. /� W/ 1. O.O..D.060" GALVANIZED STEEL A 1.0.D..0.050' GALV. I % 5/16-E TAPCONS XL {9F WASHER ® 24' os. STEEL WASHER C 24' o.c. ' _� / A.LL./ / 2 1N' IFn EMBEDMENT - -� C 2. A- t" / POURED CONCRETE ADORED CONCRETE OR GROUT FILLED OR GRDDI IIllEO I CONCRETE BLOCK 1 CONCRETE BLOCK WALL REQUIRED. WALL REOLREO. % OPENINu O r-ram g EDGE O[J EDGE OF G '- O OPENING I / EXISTING 1�''. O EXISTING GLASS- , y EXISTING GLASS I EMYDI / (BEYOND) p (BEYOND) SEE ANCHOj SEE ANCHOR % ifl �G SCHEDULES ON n ic i SCHEDULESON c SEE ANCHOR F SHEETS 16. OtSHEETS 16 1) / SCHEDULES ON gquI'^ k 1BmAoSWH1E S 16fft. 17 y Ei ]O 1AMin. SEPg RATION ]W Min. SEPARATION 9 N.in. SEPARi0 CLASS - i0 GLASS I TO GLASS0(IERIOR 3w (SEESCHEDULES �— (SEE SCHEDULES. �`-� DMOR C (SEE SCHEDULON SHEET 15) ON SHEET 15) y � oil SHEET I5)E�OI 1 0/9 / 0/8 0/8 !. ° ( 0/8 0/8 %; 6 0/8 POURED CONCRETE / POURED CONCRETE OR GROUT-- FILLEDOR GROUT Bu.EO-b-' CONCRETE BLOCK POURED T FILLETE CONCRETE BLOCK WALL REQUIRED --' OR GROUT FlLLEO vAa REQUIRED. T CONCAVE BLOCK WALL REQUIRED. EDGE OF / EDGE OF L OPENING OPENING 2 1/E. �i- MIN E W/ 5/I6b EMBEDMENT 0 %L VI/ 1 AEU`!, ANGLE 5/I6"e Min E S O W/= `- POURED CONCRETE 5/I6b TAe Ell %L WT -( 2 1/A' Min. EMS ON �Vm' EMBEDMENT C ZA" o.e. (Yc.p kei Min.) PEO'0. 2 1/K' Min. fl.IBEDMENi a zK• o.c, p zl' o.c. WALL MOUNTING FLOORICEILING / TRAPPE�'yD1� MOUNTING , BUILD -OUT MOUNTING SECTIONS.IItVLft 74Y%✓•• FLORIDA BUILDING CODE Mon High Velocity 9Vnkone ZoxJ INSTALLATION DETAILS ON EXISTING POURED r}f�.44167 `; 02n1'TmGDING cw Nautilus i r--•\ y RORNg 58orcerSNEem mPART CONCRETE OR GROUT FILLED CELL CONCRETE ' �:L — F—_ 5 IL ECToINo"G mAN. EJ(PERT SHUTTER SERVICES INC. T 24� BLOCK BUILDINGS 90'••. //' �4 ` : `w; M,.. 16266w. BR]MGRE STREET L /E' EfR \ \ d.'f.Ovf.YI'�1 �lay.re �(xtba�-�v� \ FOM ST. LUCIE, R. 3A98A \\ .-,.e•: • McoaaM:em oxmnr: Mwl ace-emr ru, Oazl no-mra wA.we ma SCALE: 3/16' I S F.P• 6� 11 LB-Omm,, W.L1EA A TILLR J•. P.E. SMLa 6 w ....N IN /DATE Al Lk. I c Ia r VISTNO w00D— COHNG `00D- s/I6'o tMCa NS XL W/ s/I6's rMCOns xL W/ PUSHC ON R ER TRUs5E5 oR RIREIi i 2 I/r N:n. vfxElMnaxMnvx / .1/r0.]/r IM BRIDE% r.rn op •I/. •. o/• nw euuIIFJI / I•.ra/e• DP A' Fxisnxc wcv0 a f0.0.r0.060' uC.. (xlsnuc W00 A I o.D..v.vs0' Goa n'.I/B• TEN SCPENS W/ r.Yn/E' ;FN scP(µs w/ �PUSSE$ Ufl POEIER. STEEL WASXEP 6 3.' C.C. {1pU55E5 DP PIf1CR STEEL wISXER O 31. 02. .LUVINW IVB( I O.D..0.060' GKVINIZET ALVN.. N6(1 OD..p.O BD• GLLVNU3FD STEEL N. O z1' 0.e SIEM WASHER O W uc r� all 1/ p 2 1 2 W/ /z" Min. PEx1Nin. /' � ENEIMTON ( 1 'EIMTpY 1 O ]1• e O 3� o (x) 3:1• OR (2) 2•11- OR .0 S• 2'4' CONT. 2}61 GENTS - (3) 3}4- OR (2) 211' CR wWD NWER NVOD XMER 2.5COM 3•.6' CON. /\ � PEOUPED ( PEONIPEO NCCD NmER wow Hmm V1 II `\ REOVIRCO ET HONRED { OPENING - \ ` M mID.IM M �� OPENING\f M z iooere.'xcF%i5TIN0 I 'O PUS$ G E,.Z r' 5 (xISIING I IME.DIIDAOT(eET'OxD) '! r 'GVERIDIR�'- (BMND) A i yy (2) 2}1• OR T �In W ( flEREER 3 (z)®�ROR I I (i) 3:ansvAinax(o)NiWppO . { Sro - 1 ` ` 9s t 2"•6• GOM.1, r0cJSai { r.6• conc- srvo D 19' \ (RC SC6RCE O'` 1 l\ A Wow suo I ! M' 3 eoco sTuo \ I \ (ztl sCMPaL RII\ wm im s s w 1a'o.c 6' s Ie'oc OC `\ 1 - x. o) N...EGVIPCO g RIONRED, g g A1I. R(OU ED ry G J (aEF SXEEi EE IN.'NORS 3"' g (SEE SHfCi 30) g (SEE $NEEi 30) . LHE- 0/8'fj'1(vu . SCHEI30) ICN cxER'21 { DGE `7 Mfun[d1 o/B0B$O B \ O/B(3) ly(pR \ SEf M'CHOFS/\ \I12) S6• \ \I \ \\ \ SCMEOULE IEDGC \'1 CONI x.D 1 1 'T. SNEfl 31 EDGE o[II CN SNEET 31AOC I6• �J OPEI xG��I `1. _1 1REOUwEp I s1/2 1/2'µ0063' (SS SXER ' 1 _ E' L3•.1}0063'.COM. 1 M Wu GLf30) ' 1 \-„ l C_AAM M'0.E \ 1\1 Vf T P ONS xl\\ /21/run O/e I o/B \ \ W/E 1n-Un 21vfxx 1 PFNETRATroRO BR;O 21. 00. / 112:�00.fl SH31' o.c2•.. OP 2.0 I \ y- M•LL n.S, 211' OR 3 6 )` 2:� Ni 31' 1 1 1. WCOOCON1, xL00 \ Ex SING Ww0 CC'! WODD '\ \ l CONi. WOCO 1 EOCRNG w000 CGNT pOD 1 YORBORDM MAZE p(Cx pR SOIiW PUTE 1 E11STO WDCD' GOTT. N.E OE<N OP STATEN PVTE 5IA6REOVIEO t:ONCPETE SV9 RCCUIPEO DECNOPPEWIPEO rCONCRETEiEONPEO(SEE SHEET 20) REOURCD. (SCE SHEET 20) ._B REGURE . SPB ISEE SHEET 2.) IREOUIRFD. (SEE SXEC2 20)Ep,FCLE. WALL MOUNTING WALL MOUNTING BUILD -OUT MOUNTING BUILD -OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON E I•saTItf& WOOD BUILDINGS FLORIDA BUILDING CODE (Nen H;9h Vviocxy tluM.... Z—) �I , 44167 i .2.N' DLTEGO W Nautilus Ll i�. .«_., 2 * RoillngShutterSyDlRm oe/xf/IT 9=•��-�'mG,+*-"='ar x: IL E C O ffEo. �_-�t+•.U(-"�",•', ; '�'�4•E f\1 rw•i1zaMTc�.. �1ix..n:l MxrM�EXPERT SERVCES INC. 1826 S.W. eONpRE sma 17-°^2RM1M1d PN PORT ST. LOVE. R. ]490t S/ANA�L�E�61IIx ®-Doanio (R.)-.x6.EuVv).z;-65 P.E. SEA RE/DATE I... Li STENRR)e. f 44167 o rO I OPOJ 'n E.v. OI OP�� ADUREO OOR -� n. E.O.— ACuZ. "H (SEE SCHEDULES ON SHEIK 1) k 18) (SEC SCHEDULES ON SHEETS 1] h IS) COrvcRRE aR Ox FETE BDOCA ISEE SCN-LES ON SHEET$ I1 k IB) corvc0.RE OP CONCrtETE BNOUN DOCN O \\ H 9 e' D.C. OE w E1 zs.e—l—aaT A z z z'OR 1• ,.Q \ ©oP 3 H H vz•. +H' D o z' °'E' Vz•. +/.' DVat \^ V� ,V SECTION W�$TORM BARS oR /B" Sup TRAPPED MOUNT OR +/C" sw BUILD —OUT MOUNT cR I/e• suD SECTION P-P (PLAN) BUILD —OUT MOUNT s.: B/m• - I' WALL MOUNT END WALL MOUNT END WALL MOUNT END WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G, G1, G2 ^I 1 .E: IX P V (SEE SCHEDULE * ON SHEET 21) ALTERNATIVELY TO HO, A 1 WALL MOUNT END h LJ O O1/2R 1/E" sUo 1O FLUSH MOUNT (WALL) BUILD —OUT MOUNT SECTIONS 01-0' (PLAN) INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS 5 2 1/4' . 1 1/2- Min. E.O.---mi--3•-1/2• Min. E.D`T��FOR 3/8'0 CALK -IN ANCHORS (4) 3/8'9 CALK -IN ANCHORS OR 3 Min. ED.— �---]' Min. E.D.—`-FOR I/b o SOUO-SET ANCHORS (4) 1/4'0 SOLID -SET ANCHORS OR 4' Min. E.O.— I--s' Min. E.D.--r-FOR 3/8 '0 K" BUT 12 EXPANSION ANCHORS (4) J/ 16 9 T ROLL R L EXPANSION ANCHORS OR STORM M BA,R Sm PER (Q 5/Ifi'o TAPCON %L ANCHORS I" J' 1'I- STORM BAR CONNECTION, 3 I/8' Min. E.0- I--0 1/8' Min. E.O.--I--FOR 5/16'0 TMCON To. ANCHORS SEE VOP 2 ON SHEET 2J CODE OF SUB I EDGE OF SUB 5/16b TAPMin. EMS DI W/ (}yp, TOP k BOTTOM) IF OPPl1G>BLE7 I IF LPM�KABLE 2 I/4' Min. EMBEDMENT - ICI-- k / 0A60' GLV. STEEL WASHER O 24• °.e. K iX•(EA� Min. 2 I 24MINUM ANGLE A. SIDE ALLOY) POURED CDNCREi, Y O 9 POURED CONCRETE \� ALUMINUM ANGLE EA. SIDE W/ (I'c�H Kai) O m;n. it (I PHI Kai) 5' min. Y ® O (2) 1/4'm-14xJ/4' ITN $$UROEN TEK THICK PEOUIPED b 5/16'm TAPCONS XL THICK REQUIRED SCREWS TO STORM BM V EM2 MEN Min ' / J (ire. Top k eonoM) l'O.D ENT k j —S' ITEEL WASHER C0 II I I STEEL WASHER O s e SECTION S- 5 n 1 24' °` 9 r pp Bo% 1 ( J mow; Dom o uR i e I i K II I I 1 s-,•°R I' Min. FOR -BOX MIND 1 3 T I I DETAIL A I I! I .. 1 * I/4' 0-20 OR 3/8- 0-16 MACHINE SCREWS USED JOINTLY W/ 1 2 Mn. FOR f 1 SEE STEP 3 ON SHEET 14 FOR SPEOIM. N I/4.0 x 3/4' SOLID -SET OR 3/8b x 11/4* MK-IN ANCHORS RIND 20NE I TREATMENT FOR WINO ZONES 1 TNgU J In I' Mn. FOR q RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS AT THE TIME 4 w WINO ZONE ! - STORM BARS ARE ROOMED. (SEE DO. A). a W � I 2" r I Ex ENroR F SEPMAT10N TO I . z N (2) ANCHORS- PER s 1 GLASS +`�/�u�J� STORM BAR CONNECTION, ow L (SEE SCHEDULES ONI A �� T Min. FOR I _ VINO .FOR I ! SEE TABLE 3 ON SHEET 23 1! SHEET5 15 k 16) ?"wZONE BEYOND �(Typ. TOP & BOFNCm) 5 1 1 ' FYIER DB N ` ;!Tin (2) 31WO CALK -IN ANCHORS OR _s i0„ 1 Iv SEPARATION TO (2) I/4.0 $QUO -SET ANCHORS OR I 4• w p I H JI GLASS (2) 3/8'0 KWIK BOLT iZ E%PAV510Y K I (y (SEE SCHEDULES�ONI A ANCHORS OR I. 'V BEYOND EXISTING_; SHEETS 15 k 16) (2) 5/16'0 TAPCON XL ANCHORS I' K IXIEROR o. CLASS 0 Z• a 2'S2 it/8'x0'-5" (6063-16 ALLOY) EXISTING ® ® ALUMINUM ANGLE EA SIGE W/ Cuss �; n S1 :°�—' —'"-- S1 2 ° (2) 1/4.0-I493/4- ITWAIUILDEX TO The, TOP 5•--- SCREWS TO STORM BAR K e I /BJRa) (T11. MR k BOTTOM) ®"Ilan I S g o o SECTION S1 - S1 (re. TG'/Lunch)" I I �(M. TOP/B3Rm) .�-__ 2 1 16" 1 4 M1n.� i [ POURED CONCREIEI /Mul./E.0 � E.D. LI I/211 1/2'x0.062'xLON7. ALUM. (Fc-3 Kei) 5" in _ GL I ANGLE W/ 5/16"1 TARCONS XL W/ RECURRED THICK 5/16 0 iOPCONS XL W/J -r J 2 1/4' 16, EMSED40171 ' I 2 1/e' Min. EMBEDMENT O 24' o.c. EDGE OF SUB ,O IT CONCRETE I 1 EDGE or sue WALL MOU IF APPLICABLE I I/2' Mn. RE D.-J 1 1/2" IJ1n. E.D IFFORP CML LALK-IN ANCHORS•• •'•S 9 FLORIDA BUILDING CODE (Mon High Velocity Buh Vic) I4 3' Mn. E.D� 3• Min. E.D.—I--FOR 1/4% SOUR -SET ANCHORS CX* • 44167 °'°" "`W`°'"` L—Nautilus r 4" Min. E.D.--V 1 Min. E.O.---I--FOR J/8'm XWII( BOU 2 F%PANDIX! ANCHORS : q * `]j'. Rm121ng S'AuMeYSyseom m/�x/n L� 1/8" Min, E.D. J' /B" Min. E.D.-L-FOR 5/I6"0 TAPCON %L ANCHORSt- •�-> _�F� •T � �,LLTESTINGM ENGINEERING�WC°yNhr EXPERT SHUTTER SERVICES INC. 1� 2a 6T8 S. BLTIORE 51REfl FLOOR TO CEILING I TRAPPED AND WALL MOUNTING: STORM BAR (K�=s/pIyAL E�LG�II,1�e *�Oil G0... cen . POW .« o':� no NM) o1-.e,F °A"'°'° "• SECTIONS V WALT[A A T ` MOON R ar Ta sG•¢: 3/16' 1' P.E. $r.,K/W LURE/DATE aoww L. , E E 9' Min, EDGE OF SIPS F AFPUCAe ILE PouRED (t'c 1 8' Min, l I [i 1 I GI155 r I )Ain. n-. Q/8 or R/8 or R'/8 Mtn. SAq OR (1) 3/4.0 XWIK BOLT TZ EXPANSION NCHORS 0 END AND INTERIOR MULLIONS (ORIENTTION AI) AND ENO UWONS©& 6 (ORIENTATION ,P2) OR (2) 3/4'. KWIK BOLT T. EXPANSION MinNCHORS D INTERIOR MULUONORIENTATION j'2). EDGE OF SLAB IF PUCABLE ©OR 01 DMIOR Q®or R/8 or R'/8 IF x1 (M. w/e61T01) xrMDR T6 A'LL-6' Mum. M ALLOY) M Num. ANGLE G. SIDE w/ To MULLION rl1�.0 eous TO MULLION I k EX NSIO HWIH BOLT T2 EXPANSION ANCHOR VV/MBED MENT TO 6' Min. CONCRETE TO POURED CONCRETE (Typ. TOP & 80ROAf) SECTION X1-X1 W/ (END & INTERIOR MULLION) (W/ ORIENTATION N 1) (6"X4") ALTERNATIVE SECTION X1-XI W/ (Gi+ E D & TORIENTATION 2 U LON W (4%6") 1 1/2- 1 1/2- 3 G �} DMIOR 7(IERIOR I rU r SECTION XI-X1 W/ POURED CONCRETE _.(I'F = 3 wN run.) (END & INTERIOR MULLION) e' Min. THICK REO'D. W ORIENTATIO N 1) EDGE OF 6iPBi L1 ) Ir MPucneiE� I IF APPLICABLE(8"X4 i ------ Min �' Min. E.O.--ANCHORS FOR (Z) 3/4'e KWIK BOLT TZ E PANSION D INTERIOR MULLION 6 (ORIENTATION 1'2). AA.. ,r"A�Ay1k MT, ED Min. E.O._-___. ._FOR (1) 3/4'p WK BOLT TZ EKPANSION .AND'BI A CE ANCHORS 0 END AND INTERIOR MULUONS ©k ® (ORE TION AI & X2) AND ENO MULLION GG (ORIENTATION W2) f '•. . T >F Mo. qq r67, FLOOR TO CEILING/ TRAPPED MOUNTING: MULLIONS CGi OR SECTIONSW-1ID =:s/ END &INTERIOR TRAPPED MOUNTED MULLION INSTALLATION IV p,E26py }ClY/T'AAR /GATE 3'J'Xi/Z'x0'-B' (6061-1e ALLOY) L]'vSx1/2 PO'-B' (6061-T6 ALLOT) Num. ANGLE EA. SIDE 'W/ 2) 3/4"0 ANm. ANGLE EA. SIDE V!/ 2j J(2) iHRU SOUS TO MULLION & (2) THRU BOLTS TO MULLION 3, & (1) 3/4-0 KWIK BOLT TZ EXPANSION 3/4.0 KVIIH BOLT TZ EXPANSION ANCHOR W/ 6- Min. EMOEOME14T TO ANCHOR I,/ 6' Mtn. ENBEDMENT TO POURED CONCRETE (Typ. TOP & POURED CONCRETE (Typ. TOP & BOTTOM) BOTTOM) (END MULLION ONLY (INTERIOR MULLION ONLY ALTERNATIVES SECTION XI-X1 W/ (W/ ORIENTATION /1 21 (4"X8") FLORIDA BUILDING CODE i Mtn. E.D. r—(SEE SCHEDULE I!1 R }' II L I EXISTING cuss i 1' 0 11 Alin, 5r �w zN DoR oa o R/8 or i'— R'/8 (np. I EDGE Or SUBI Min E.O. IF APPU� HE —(SEE SCHEDULE Min. E.D. (4) ANCHORS — SCHEDULE dt)' (SEE SCHEDULE .EDGE OF SIRS Nf h PUCAOIE. ED CONCRETE 3'x3'xl/4'xO'-0' . 3 M[ Min.). (6061-M ALLOY) -- SCHEDULE 11. NaN. ANGLE EX, SIDE W/ (2) 1/2.0 THIRD BOLTS TO MULLION© ©OR Gl 08or R/8 or R'/8 X1 (TY'. TGP/BGiTO"). 1- I Min. E.D. L-(SEE SCHEDULE sQ- WD CONCRETE - 3 Mzi Min.). SCHEDULE 11. 3-x3-xl/2-x0'-4' (6061-T6 A0.0Y) Alum. ANGLE EA SIDE IN/ (2) 1/2 THRU BOLTS — TO MULLION C31 EXTERIOR )SEE IWIWM©(POEBIOR) R©1 (ENO R INTERIOR) TRAPPED MOUNTED MULLIONS SPAV COVERED BY SCHEDULE IL' MR WSTNLUOM CISES L Le tr B ON SHEET 25. (UNITED LOAD. MUWON SPACING AND SPAN INSIZUXTION): MDUJ]IfN CH 1 - RESIOENNL RN COLINERCML APMICAl1ONs NOR f6D0 CO. AMy2MUM ASO.. DESIGN PRESSURE RUING, 12'-0' MU' MUM MU1UDN SPACING, SEE SCHEDULES 11 W 12 MR ADLVROwL Si ISMINIDI CE4 L - RESIDENIML AID COMUERM APPUCARDN W/ itO.0 p.ff. MAMMON AS.D. DESIGN PRESSURE RANK, 0'-0' wall M MULUDN SpxNG. SEE SCHEDULES 11 k 12 FOR ADDTONAL SPECS. ALTERNATIVE SECTION X1-X1 WI ntr i iEVILAI02 DIX D - COMMERCIAL APPLICATION MR n[m.0 p.L.f. MINOR AS D. 11/2' DESIGN PRESSURE RUINS, 6'-0' MINIMUM MUTAIDY SPACNG. SEE SCHEDULES 11 A 12 FOR MORO AI (4ex6 "INTERIOR MULLION ONLY W/ ORIENTATION 2) 1 1/2' SPECS. (2) ANCHORS ]11/4'v0'-8- 1'�-6'—� 1 TERN(sEE sa MULE l2) SIDE 61-i6 ALLOY) I ALATIVE SECTION X1-X1 WI (G� ANGLE E4 3. .rs2)To/MULLION 4'x8" INTERIOR AND END IRU MULLION W1 ORIENTATION # 1 EXTERIOR ALTERNATIVE SECTION X1-X1 W/ (G� (4"x8" INTERIOR MULLION ONLY W/ ORIENTATION # 2) A PUCABLE FLOOR TO CEILING /TRAPPED MOUNTING : MULLIONS (G) OR fD SECTIONS W-T (4"x8" INTERIOR AND END MULLION 0 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * a No. 441 APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS *4 �> SCALE: 1/0' - I' S 9 '•..' ,y. • SIDE RAIL (DI AND BOX NOT SHOWN FOR CLARITY SCHEDULE /1 INSLUATNIN THICKNESS Pj C ANCHOR TYPE & SIZE (TYP. TOP d BOTOY) KIN. ANCHOR MM- COTANC[ NP CASCS RED-D. Y [YB[D[M ANCHOR 3/0'P "ILR INC HUS-H SCREW J/0'F PVM£R FASTENER MODGE-BOLT AMC Pofl©k (INIENOR) )MAJORS 2 1/2' 5 1/T W/ ORIDAMION 12. E 4 1/2'e NILTI INC HUS-H SCREW h 1/2Y POWER FASTENER WEDGE- BOLT ANCHOR FOR ® (RID M INTERIOR) MULLION 3' 6' W/ CRI[NTATO" /1. 1/2'0 MLT INC OeK BOLT 12 ONLY MAID& ® RJIERNM OLMNS W/ ORIENTATION 12) @ 0 (END MILLION W/ 2 1/2' S In' RIENTATMN 01), h 4' 1/2'0 HILT INC NYS-N SCRAM' k 1/2'F POWER FASTENER WEaR- BOLT AVOHOR FORY6 0 (END OR INTWttIR ]• fi- UWON) W/ ORIENTATIONS 1 OR 12. 1/2-1 HILT INC MAN BOLT R ONLj FOR G tr IIITFMOP YIRUONS W/ ORIENIARON 12) k �'.R (END NU N W/ 3 1/4' ) I/2' ORRMATON 11). B e• 1/2e HILn INC HUS-H SCREW OR 1/2v POKER FASTENER EDGC- 80LT ANCHOR SEE • NOW ON SCHED Ib' ON SHUT 21 .0 FOR ENO h lHOD TOR YUUNNS O tr 3. 0. W/ ORIENTATIONS /I OR 12. SCHEDULE /2 "'-Yon CLSCS 1NICXXE55 REO'0. ANCHOR TYPE R 54[ (fFP. i0P G BDTOY) YIN. ANCNOP EYBEOYfM ES MSTY NC[E m AN[Mg L le tr 111• 5/8b HIL11 INC HUS-H -We h 5/8'0 INNERFASENER 2 1/3• ] I/2• OG[-BaT M'CHOR, FLORIDA BUILDING CODE (Non High Velocity Hurdeane Zane) 0." NLIECOI"`. ""` Nautilus RPIDng S7o M'SMUem mp•/n L ECfMc. EXPERT SHUTTER SERVICES INC. D.rz TINO t CNOIXECwnIXC ^OnFANY 'mTm-11ix 1826 S.w. 9ILM0PE STPER 17-294 .'vra:Iv"�n.uHv:e e vJ. ee"G"d eem -, _ PONi ST. LVCI[. R. ]T9R4• pM �,WNO � I.B. 1wW26 EDGE IF APPLICABLE 2"xMU UON DEPTHxI/6' Cont. \ \ \ \ ALUM. TUBE (TOP 5/I6'¢ TAPCONS k BOTTOM) W/ 1/abJ/4' Irv! EUILDEx TEK SCREWS Y.L W/ 2 1/4' W/ 1' O.D.0.060" CALVAN12ED SIEEL 2 3/4, MIN. E.D. 2 \ Min. EMBEDMENT 0 24' o.c. WASHER 0 24' o.c. Mln. Do 3 1" I EDGE IF APPLICABLE i \ —4"-- EDGE IF APPUCI J CONTINUOUS POURED—�, ) 3/4- Min. E.D. — TI CONCRETE ((c =alai Mn.) \ ) 3/4' Min. E.D. 2•� 8" Min. 1HICK RE 0. i 22"2 2' L END CAP Y 1 POURED CONCRETE T 3/4" P Min. E.D. 1 1 E0.. ED. (T'c 3 ksi Min.) �� IXfERIOR POURED CONCRETE a DBEIEOR 8" Min. THICK REO'0.. \ (ic 3 ksi Min.) o5n N \ \ A' \ B" Min. THICK REO'D. , : tr ©OR G7 ° i EXIIXIOfl T____... \©OR GI I -©OR© A. !Min. N ® n ® Y J 3/4" E.,.7-2- Q�8 OE u 3/4' Min. E.9. �8 Of I _ _ \4%4%3/W [R/8 R/8 Of iI Of 1_ "_ _ \ a'x<'xJ/B' (6061-76 A:_LOY) 7 (6061-T6 ALLOT) -Alum, Num. ANGLE FA. SIDE. 8m Rv�B II ANGLE EA. SIDE. EDGE IF APPLICABLE) R,�B T EDGE IF APPLIGBL/ ICMin: I MOUNTEDSHOWN. MAYBE SECTION X2-X2 W/.n OR CGS• ALTERNATIVE SECTION X2-X2 W/ Q OR C2* D (WALL oo Exlsn„c cuss ��i 1 EED (END & INTERIOR MULLION) i PER SECTION R'-R' ON SHEET B.) (END & INTERIOR MULLION) (W/ ORIENTATION k 2) ,\ (W/ ORIENTATION A i) (4"x6" Dr 4"x8") 'sue Ey �\\\ '� I _I 1/2"xl 1/7k0.062"xCONT. ALUM. (6'%4" Or 8%4") y 3/4" — - ' ANGLE W/ 1/4"6x3/4" ITW BUILDEX \:. SCREWS 0 24' o.c. TO TUBE. I t I/2 • SIDE RAIL@O NOT SHOWN FOR CLARITY j• CONTINUOUS POURED�� I. 10 ' CONCRETE (('c - 3 8" Min. THICK REO'D. I X2........ _. .. 1....._� X2 Im. IaFpamn) I/z' (m. rm/sonw) \ •........ .... 2 3/4' :"x4'11/6'r0'-10 (60B1-T6 ALLOT) Alum. ANGLE ,p�,FP MIN. E.D. . EO EO EA. SIDE W/ (2) 3/4.0 THRU BOLTS TO MULLION h (2) 3/4•0 KWIK BOLT TZ EXPANSION ANCHOR �x , �2U• GENg ••'•.•'Y �� ' ELORIM BUILDING CODE (Non High VeICCRY Humcane \\ \ �\ \, W/ B" Min. EMBEDMENT TO POURED CONCRETE WALL. (tt . TOP & BOTTOM). pp L 1 ND. ��, V7 ) � `T4"— Co01r I:LIECO INC ff NdIIEIIIIS CPS L' EDGE IF APPLICABLE {( .-:-2 'AT RaRNg SAMRor Spfam ee/2 p4 WALL MOUNTING-MULLIONS(G�OR (G� POURED CONCRETE WALL 4D. a 9�`•.S "• W IL ECOfHe. „Lu, TPs„„a . L.c,„Eo„,„a co„..„x EXPERT SHUTTERgllSERVICES INC. 1 T SECTION W-2 eep4 R om n , Tt�F"•v w•• tom sT. wne R. xm4 \ lie, S+( l• II YC0Poo1F� rn_000eT,y •nom IeCot Tee -vasty rv: Ofzl mnwvo m END & INTERIOR WALL MOUNTED MULLION I NSTALLATION y I! w41ERWAl[ 4467 �ONAA,, P.E. Sf1nt/9W+Af E/OATE % 6CALE: I/B' � I' I EDGE IF AFPLICABI I� 2 1/2" MI MIN. E.D. 2 11CONTINUOUS POURED N /2. P Min. E.D. CONCRETE (I'c - 3 of On.) \ C 6 Min. THICKNESS N REO'D. sN n m0 v cocr ® Q/8 or n _tf R/8 or R'/8 on 's &, ExiWiuc_� Mir JLOON DEPTH.1/8' Cont. TUBE (TOP A BOTTOM) 10 TAPCONS XL W/ 2 1/ EMBEDMENT 0 24' o.P. — END CAP ©OR G1 IX FRN Q/6 or R/8 or R'/8 a]/s- nor BUROCK TN SCREPS I' 0 D.xo.o60' GALVANIZED STFEL 1ER O 24' o.c. EDGE IF APPLICABLE, i 2 1/2' Min. E.D. POURED (fc e 3 6" Idln. REQ'D. EDGE IF APPUCABIE 2 1/2' Min. E.D. POURED CONCRETE (I'c - 3 k6i Min.) 6" Min. THICkNESS FYIFRIVIR REO'D. DR © z 1/2' Min. E.D 2 I (6ALLOT) EDGE IF APPLICABLE No, um. ANGLE EA. SIDE. ALTERNATIVE SECTION X242 W/ GO OR IG� " (INTERIOR MULLION) (W/ ORIENTATION A 2) (4"x6" or 4"x8') ..i UOUNTED PER SECTION R'-R' ON SHEET 8.) 1/2"ANGLE x / CO NT. ALUM. W/1/4'0x3/4TW SUILDEX TEK SCREWS 0 24" o.c. TO TUBE. 3 1/2- \ J 1%2'S' xz 16931w) . 11/4. y 1/,- CONTINUOUS POURED �L4"x4'xl/4'x0'-fi'(6061-i6 ALLOY) Alum. ANGLE MR1. E.D. CONCRETE (rc = 3�" -ED EO �., SIDE W/ (2) 1/2.0 THRU BOLTS TO MVLUON An) 6" Wn. THICKNESS & (2) 1/2-0 KWIK BOLT TZ EXPANSION ANCHOR W/ 3 1/4' Min. EMBEDMENT TO FOURED CONCRETE WALL. MP. TOP & BOTTOM). EDGE IF APPLICABLE WALL MOUNTING:POURED COCO MULLIONS LLL (Cx� POURED NCE RETWALL SECTION W-2 OEND & INTERIOR WALL MOUNTED MULLION INSTALLATION ILICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALL SCALE: I/B' e I 2 1/2' Min. E.O. — i (6061-T6 ALLOY) um. ANGLE CA. SILL LOGE IF APPLICABLE ALTERNATIVE SECTION X2-X2 W/ 0 (END & INTERIOR MULLIONS) (W/ ORIENTATION R 1) (8"x4") OSEE MAXIMUM©(INTERIOR) &. 0 (END & INTERIOR) WALL MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES V & 11' ON SHEET 25 (LIMITED LOAD. MULLION SPACING AND SPAN INSTALLATION): INSTALLATION Cog V - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 F.S.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING. 12'-0" MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO COICRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INSTALLATION CASE 8' - COMMERCIAL APPLICATION FOR 1100.0 III MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE All HILTI_ INC KWIK BOLT T2 ANCHORS. A TI4.SIDE RAIL @ NOT SHOWN FOR CLARITY 44167 ` P9Uli TLR O �= IL ECOEN FLORIDA BUILDING CODE (Non HIgh Velocity nurrlcvne Zam)i Nautilus LG L. R0111ng ShvHea Syafem a/�./v XPERT SHUTTER SERVICES INC. 162. S.W. &L1u0.1 SINEEI 1 ]-244 � POW ST. LUCE, R: 34984 w.T� rle ':_ lem) Invl m- SMmILAMM r BOLT EXPANSION ~ -----9" Min. E.D� --- -^--9• Min. E.0.�=0R (1) 3/6'0 KVIIK ANCHORS ® ENO MULUON Q 3'x3'x1/2'x0'-1 .j' (ORIENTATIONS Xf k A2). (6061-T6 ALLOY) Alum. , II 2' ANGLE FA. SIDE ' Min. E.O. FOR (2) 3/1'0 KVIIK BOLT TZ EXPANSION Hin. ED. AV CHORE ® INTERIOR MULLION (ORIENTATION 2. Q �) DOLTS O MUUU THRU BOLTS TO I II/2' MULLION & (I) NSION KWIK EXPANSION EDGE Or SLAB 77, I 7 EDGE OF SUB R te/ ANCHOR W/ 6' Min. EMBEDMENT TO POURED IF MPMGBLE �.I I A I I I I IF MPUGBLE CONCRETE (TyOTOP y )X A// EXTERIOR BOIIOM) G2 �POURED CONCRETE II (Fc a 3 Vi Min.) I� 3• LL J " k3" B Min. THICK REO'D. II II 2' 2' 242 2- ENISONG�jIi L—A cuss I, I, SECTION X3-X3 Vill Hin. G7 (END MULLION ONLY) op I`1/2" A' 1 I/2• (W/ ORIENTATION # i) 1 1/2" DDEAIOR (7"W) <. uI ou, Q'/8 QI/8 G2 EYIFFDOR � 1z II G2 1 3 I I I Fw (W. 10P Dnw)ti 'i (No vV/NRGA) '-J"xJ'd/2"x0'-)' (6061-T6 ALLOY) Z3'e3'xl/2"x0'-T' (6061-76 ALLOY) Alum. ANGLE FA. SIDE W/12) 3/1.0 II EO.- EO. Alum. pHGLE FA. SIDE W/ 2) 3/5"0 THRU TO Nl1LLICN & THAN BOLTS TO lAULLION & 601.15 sEC11?• li POURED CONCRETE (1) 3/0'0 KAN BOLT TZ EXPANSION (2) 3/<'m K,WK BOLT LZ PpNSION TO II II � I 1 3• %{fc 3 kIC Min.) / 8' Min. THICK RF.O'D. ANCHOR W 6' Min, EMBEDMENT ANCHOR 1V/ CR TE EMBEDMENT JA TO / POURED CONCRETE (Typ. TOP & POURED CONCRETE (iyp. TOP & II T i' BOTTOM) BOTTOM) ';: I " (INTERIOR MULLION ONLY (END MULLION ONY) /y / EDGE OF SUBj /Y I i , I i / 1 s IENE OF SUB ALTERNATIVE SECTIONS X3-X3 W/ G7 IF RPUG6LE' L 3 vAPPL¢ABLE ; (V!/ ORIENTATION 2) 9" in. E.D.--I FOR (2) 3/X•0 KWIK BOLT TZ E PANSION �-9' Afn. E.O. ANCHORS O INiEflIOR MULLION •• "' '• _ p 7(/' BOX NOT SHOWN FOR •SIDE j (ORIENTATION J2). •(/ RAIL D AND P lJ9 :' CLARITY. Min: E.D. Min. E.O.-FOR (i) 3/<'0 KV/IN BOLT jj EXPANSION nK BOLT J 1�%•JCENSF'•., CODE High Velocity BarticOne Zww) ANCHORS tr END fLORIDA BUILDING (Non (ORIENTATIONS NI & P2). /No. 44107 WC NaIIEIjUS TOCEILING/TRAPPED MOUNTING: MULLION G2 * ^ q iFLOOR LE CO '� INC.1� SECTION W-3 _ � TIUIT MTIVG s IEERwc co—m E%PERT 6SHUTTERp SERVICES v.e 14q ww� amfm iii.,w.r•.i<bsLn:�pl HH`°°°°I� PoPT W. NXX R. BEND & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' /0NA), BIN...Tls w�ln.ame.T:nd.+l.avo '•.. E SCALE: 1/B' . I' Minpltfl•E W.yNX Ile, 1, 2;0 lamPUR 13 aaE P.E. SEAL/SIGrvATURE/OntEN.Voul Min. E.D. EDGE OF SUBI—(SEE SCHEDULE E1)= ' IF APFUCABLE I I L I! II i EXIS➢NG- :L GIASS i Q-/8 a or Min. E.D. SCHEDULE #1)—( EDGE Of SUB ! IF APPLICABLE (w RED CONCRETE = 3 4ei MInJ. SCHEDULE 01. _E EA SIDE 'Z'0 THRU MULLION ' -AK=- EXTERIOR (4) ANCHORS—' (SEE SCHEDULE #1) Q.® ALTERNATIVE SECTION X3-X3 Wl ,(W/ ORIENTATION R 2) (2"xV INTERIOR MULLION ONLY) • SIDE RAIL QD AND BOX NOT SHOWN FOR CLARITY. RED CONCRETE = 3 4si Sm.), SCHEDULE /1. T ENE OF SUBI LEDGE OF SUB IF APPUCRdIE� IIF APPLICABLE j Min. Ems. Min. E.D. '—(SEE SCHEDULE 11) _(SEE SCHEDULE #I) FLOOR TO CEILING I TRAPPED MOUNTING: MULLIONS G3 SECTION W-3 E SCALE: 1/0' - I' R O SEE MAXIMUM © (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE Ib' FOR INSTALLATION CASES 1, la R IT ON SHEET 25, (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION GASE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0' MAXIMUM MULUON SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. INSTAUATICN CASE la - RESIDENTIAL AND COMMERCIAL APPLICATION W/ 260.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0' MAXIMUM MULLION SPACING. SEE SCHEDULE a1 FOR ADDITIONAL SPECS. INSTALLATION CASE II - COMMERCIAL APPLICATION FOR ±100.0 P.S.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING. W-O" MAXIMUM MULLION SPACING. SEE SCHEDULE N1 FOR ADDITIONAL SPECS. SCHEDULE #1 INSTALLATION MIN. SUB THICKNESS ANCHOR TYPE h SIZE MIN. ANCHOR MIN. EDGE DISANCHOR CE OR CASES REBID. (TYP TOP a BOTTOM) EMBEDMENT 3/8.0 HILT1 INC HUS—H I 4' SCREW, 2 1/2' 5 1/2' 3/8'0 POWER FASTENER WEDGE— BOLT ANCHOR Is 4' 1/2 0 H" INC KWIK 2 1/2- 5 1/2' BOLT TZ D 6. 1/2.0 HILTI INC XWIK 3 1/4- ] 1/2- BOLT TZ BUILDING CODE EDGE IF APPUCAGLE 2"xMUWON DEPTHO/S" Canl. Mv. TUBE (TOP & BOTTOM) W/ 1/4bc3/♦• ITW BUILDEX TEN SCRENS t 5/16.0 TAPCONS XL V/ 2 1/i W/ 1. O.O.xO.060' GALVANIZED STEEL 2 1'/6' T 3/4- Mtn. E.D \ Min. EMBEDMENT 0 24" o WASHER O 24' c.c. MIN, E.D. 1: ---- " 1/2" - `I I CONTINUOUS POURED\ T" CONCRETE (I'c - 3 W WI 8' Min. THICK REDID. I \ un3E4D NOTCH WEB �' (TYP. TOP/BOTTOIA) �N 1• Min in —• 1 m = G off GIAGs GUiSs G n of Q'/g jCOMNNIJOUr POUR CONCRETE (T'a = 3 k MI \(T'c = 3 k MI \ 8" Min. THICK REO'D. CAP ")(WALL MOUNTED SHOWN, MAY BE J ALSO INSTALLED TRAPPED MOUNTED PER SECTION 0'-0' ON SHEET 8.) D7ETt10R rt I 1/2"xl '/2"x0.062"XCONT. ALUM. ANGLE W/ 1/4"00/4" TTW BUILDEX TEK SCREWS 0 24" o.C. TO TUBE. i 1 D" ;m. rS/BJnW1 1 1/2' L_. ;\ J - •� 1 1/2' (fro. TOP/6CnW) T T 3/e• MIN. E.D. \ EO EO �4 x4"x3/B'x0'-10"(6061-TG ALLOY) Alum. ANGLE EA SLOE W/ (2) 3/4.0 THRU BOLTS TO MULLION �� \\ `\� a• & (2) 3/4.0 KVAIi BOLT TZ EXPANSION ANCHOR W/ 5' Min. EMBEDMENT TO POURED CONCRETE EDGE IF APPLICABLE WALL (TYP. TOP & 809014). WALL MOUNTING: MOUNTING : MULLION POURED CONCRETE WALL SECTION W-4 END & INTERIOR WALL MOUNTED MULLION INSTALLATION SCN.E: 1/8' - I' EDGE IF APPLICABLE r--- 2 3/4' Mini-. E.D � POURED CONCRETE (I'c = 3 ksi Min.) —� 8" Min. THICK REO'D. DaMOR J 3/4" !Ain. E.D. \ 4"x4'v3/6' (6061-T6 ALLOY) -Alum. ANGLE FA SIDE. EDGE IF APPUCASLE- y SECTION X4-X4 WSECTION X4-X4 W1 (END & INTERIOR MULLION) (W/(WW/ORIENTATIONF # 2221 (4.0-) • SIDE RAIL @ NOT SHOWN FOR CLARITY Hurricane Z..) 4 EDGE IF 3 CONTINUOUS POURED CONCRETE (1'c = 3 HI Ifin.) 6 II C 6" Min. TWCKNESS qq REBID. IIt In 3o n no EXISTING 6 5 GLASS 1X u o� IIt j Q'I '\2 1/2.. Min. E.D I (M. UNIM 04) 3 EMBEDMENT* 24" 111 END CAP 1/4b,3/4' I1W BUILDEX TEN SCREWS W/ I' O.D.X0060' GALVANIZED STEEL WASHER 0 24' O.t. MOUNTED PER SECTION 0'-0' ON SHEET 8.) DaERIOR QI/B I 1/2"X1 1/2"xO.062"xCONT. ALUM. ANGLE 9!/ 1/4"Gx3(4' ITW BUILDEX TEN SCREWS 0 24" o.c. TO TUBE. 4 3/8" �—(2) 3/8"0 KWIK BOLT TZ EXPANSION ANCHOR MN. E.D. W1 2" Min. EMBEDMENT TO POURED CONCRETE �, \\,, WALL. OYP. TOP & BOTTOM).. EDGE T APPLICABLE1 �� COMINUOUS POURED CONCRETE (('c = 3 W Mn) B" Min. TMCKNESS REDID. WALL MOUNTING: MULLION �i37 POURED CONCRETE WALL SECTION W4 0 INTERIOR WALL MOUNTED MULLION INSTALLATION BLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTAI SCALE: 1/8' a I' EDGE IF APPLICABLE, 4 3/8- CONDNUOUS POURED CONCRETE (1't = 3 I6 8" Min, THICKNESS REOD. DRIER 4 3/8' EDGE IF A➢PLICABIEf SECTION X4-X4 W/ �3 (INTERIOR MULLION) (IW/ ORIENTATION Y 2) (2"X7") OSEE MAXIMUM © (INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & 11' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): 1Nb7AUATION CASE T' — RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 P.S.I. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO CONCRETE W/ HILTI INC HUS—H OR POWER FASTENERS WEDGE —BOLT ANCHORS. INSTAUATICN CASE R' — COMMERCIAL APPLICATION FOR 2100.0 P.s.l. MAXIMUM A.S.D. DESIGN PRESSURE RATING, B'—O" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK. BOLT TZ ANCHORS. (0(1, P; TI(( SIDE RAIL Q NOT SHOWN FOR CLARITY ND.44167 o eon mrzw wc. -siA1EOF=;- IL E C O m. BUILDING CODE (Non High Velocity B Mcene ZPm) Nautilus Rolling SANNer System 1317 SHUTTER SERVICES INC. `x'` 1626 S.W. DATMORE SIREET 17-24.4 PtAn St. IYJnXE 4 ([OJ1-6W6IE'FIX ('It) NI sxm ILaIM PRODUCT CODE COMPLIANCE CONCRETE OR STEP 1: OBTAIN JOB SITE'S A.S.D. DESIGN PRESSURE RATING (p.s.I.) FOR THE OPENING AND DESIRED SLAT SPAN'L' (B) TO PROTECT IT (SEE GENERAL NOTE 02, SHEET 1). STEP 2: ENTER TO CHARTS (Ie. Ib & Ib' THRU IC ON SHEET 15 TO DETERMINE, BASED ON AN In' SLAT SLIP (In), ANCHOR TYPE AT SID RAILS; A.S.D. DESIGN PRESSURE RATING(p.sl); THE REQUIRED MAX SLAT SPAN'L'B. THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION: . ENTER A.S.D. DESIGN PRESSURE RATING: SEE STEP (1) ABOVE. . FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: LM.x: THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN I/ SLAT SLIP MAY BE USED, FOR A GIVEN A.S.D. DESIGN PRESSURE RATING. . MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ic: PROVIDES SEPARATION TO GLASS FOR PRODUCTS W/O OR W/ STORM BARS (SEE STEP 4). STEP 3OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REOUIREMENTS FOR SPACING STEP 4: IF PRODUCT INSTALLATION INCLUDES STORM BARS, MULLIONS OR STORM BARS & MULLIONS, THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. PROCEDURE 4a: IF STORM BARS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON CHART Ic, ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE 1 ON SHEET 22 W/ A.S.D DESIGN LOAD: STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3ON SHEET 23. WITH A.S.D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP & BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A & D) OR REMOVABLE (ANCHORS B & C) INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING, PROCEDURE 4b: IF MULLIONS ARE USED BUT W/O STORM BARS 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O S IORM BARS SHALL BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER SCHEDULES 1a THRU 2c ON SHEETS 24.259 26 W/ A.S.D. DESIGN LOAD; MAXIMUM MULLION SPACING (MAX., 12'. B' OR 7), AND DETERMINE MAXIMUM Mx LLI N SPAN (HEIGHT) W/ ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GNEN (2Ji', V . 8 ), MULLION TYPE & MULLION ORIENTATION. 3. SEE SHEETS 10. ICA. 11, 11A, 12, 12A. 13 & 13A FOR REQUIRED MULLION CONNEC ION DETAILS AT PROCEDURE 4c: IF BOTH STORM BARS 8 MULLIONS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MUUUO SARE USED SHALL BE BASED ON CHART Ic. ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE I ON SHEET 22 W/ A.S.D. DESIGN LOAD AND STORM BAR SPACING IND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3 ON SHEET 23. WITH A.S.D. DESIGN PRESSURE RATING ANJ STORM BAR SPACINr AND DFTFRMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP SPACING, 4. ENTER SCHEDULES 1a THRU MAXIMUM MULLION SPACING IN 5. SEE SHEETS W. 10A. 11. 11A. 12. 12A, 13 & 1 BOTTOM FOR FLOOR TO CEILING (TRAPPEI FOR A GIVEN MULLION TYPE p;(�.:G) . Q & DEPENDING ON LOAD AND STORM BAR N PRESSURE RATING: MUM MULLION SPAN A GIVEN (T�.,o. &fi0), TOP & CONCRETE . PROCEDURE PER STEPS 1 THRU 31S SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES. SEE SHEETS 20 & 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. I A.711/" If No.44167': �-1 'ka]},� =Tkieov yO� •�/'VII ': s` O t�S6 1 �— °°°^$CBI. I L E C O I.O. T,wr T111"I m .III. o co.W..r •imx.n P'.. ..,.::i.��—NN....ln - ;, ...e.<L E9-Po°6)ID WMIER M1 llLLll d. V E M1w,w Lt. I .nni Nautilus R°Bfn95'Su(fal5ryl°m nr/„ R EXPERT SHUTTER SERVICES INC. 162B S.W. BILINDRE SIPEO PoxL n. LUC4. a. .wm Pml I.N.....: Pnt .11. 17-244 Sxm �. V f6 P.EflE/DATE SLAT PERFORMANCE CHARTS Ia. Ib. Ib[ & IC: (ONLY VALID FOR 1/2" SLIP) FOR A GIVEN AS.D, DESIGN PRESSURE RATING (p.s.0, PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/ OR W/O CHART Ia CHART Ib CHART IIl[ CHART IC USE WJOYW Y/Uk BETATfT! NRINE AF81 NEGiNF ASD. LB10 m4D VALUE 3/8"0 KWIK BOLT 3 ANCHOR POURED CONCRETE 5/16"9 TAPCON XL ANCHOR 5/16'O TAPCON XL ANCHOR 10 90RRw [ CAM To GRORr RUED CO IXINCISR ROC[ MAX. XS.DD. DMIGN MAX. SLAT SPAN 'LIL04' (Fr) MAX. SLAT SPAN 'LMAX.' (R) MAX. SLAT SPAN 'LMAX.' (R) REQUIRED MIN. SEPARATION TO GLASS MEASURED TO HACK OF SLAT Qn) RESSUR RATING (Pen 10M, uoMrt s¢ xmo ♦ RAPVED 4rouxt s¢ 1101v • 6RBD-01n u,QRNr g ' aU0-o[O lawrt w/Q xmo t WALL 1xw .. ♦ liti IlouNr .. ♦ EXAU T 1�g19M Py(� SOi Mkt swt0-an u6RNr w/� 5¢ xm0 • wru M019R si 1[n0 • twsvm uouNT sti xma t eRm-our M,QRMr 9( o� -our uwxr w/Q s¢ x01O • W/O STORM Z01WOID: 1-3 SMS ONE W STORM 1-3 AND VA G6R5 WIND{20NE W.0 2W-D' 15'-4' 20'-0' 20'-0' 20'-0' 15'-4" 20'-0' 18'-0' 20'-0' 15'-4' W-0' 15'-6' 1' 14 1/2' e' )' 35.0 20'-0' IS'-0' 20'-0' 18'-0' 20'-0" 15'-0' 19'-O' 16'-3' 20'-0' 15'-0" 16'-0' 14'-D' 1' 14 1/2- 6' )' 40D 20'-0' 15'-2- 19'-7' 16'-8' 20,-0, 14'-5- 1]'-{' IC-10' 18'-I 1' W-5- 14'-10' 12'-9' 1' 14 1/2' 6' )- 45D 20'-0' 15'-0' 18'-0' 15'-3' 20'-0' IV-0' I3'-9' 17'-4' W-2' 13'-9' 1' 14 1/2' 6' ]' SOA 20'-0' U'-10' 16'-9' 14'-T' 19'-1' _14'-2' 1J'-1' A'-10' 12'-10' 1W-2' IS-1' _ IT-9' _12'-0' 11'-0' 1' 14 1 2' 6' ]' 35.0 20'-0' It'-9' 15'-8' 13'-4' 12'-4' 13'-I I' 12'-1' IS'-0' 12'-4- 12'-0' 10'-6' 1' 14 12- 6' )" 80D 19'-5' IS-9' W-9' 12'-7' le,-9" IV-8' 13'-2' I1'-5' 10-2' W-8' 11'-C 10'-0' 1' 14 1/2' 6' )' 65.0 IB'-{' IT-11' IJ'-11' 11'-I 1' -9' 11'-0' 12'-5' 10'-11' U'-{' 1!'-0' 10'-10' 9'-8' 1' IC 6' )' 70.0 17'-4' 12'-l' I3'-3' 11'-4' 15'-0" 10'-6' 11'-10' 10'-4' 12'-9' 10'-6' 10'-4' 9'-O' _ 1' 1] 1/2' _6' >' �]' - >6.0 16'-6' 11'-7' IT-]' 10'-10' 14'-3' 10'-0' IV-4' T-11' 4'-0- 10'-0" 9'-10" 8'-10' 1' 13 1/2' 6' 80.0 15'-9' II'-0" IT-O" 10'-5' 13'-7" 9'-5' 10'-I0' W-]' 1V-Y 9'-5' 9'-Y 8'-6' 1' 13" 6- ]' 85.0 IS'-O' 10'-6' 11'-7' W-0' 13--0' V-Y 10'-5' 9'-3' 11'-2' 9'-]' 9'-0' 8'-3. 1' 13, 6' )' 90.0 14'-2' 10'-1' 1V-2- 9'-8' 12'-G' W-10' 10'-1' W-11' 104-9, W-10' 8'-10' 8'-0' 1' 12 1/2' 6' )' 95.0 13'-5" 9'-8' 104-9' 9'-4' 12'-0' 8'-5' 9'-1. W-]' 10'-4' W-5- W-6- 7'-9' 1' 6']' 100.0 12'-9' V-4- 10'-5' 9'-1' W-8' 8'-4- 9'-5' 6'-4' 10'-0' W-4- 8'-3')'-6' 1' 1.]" 105.0 12'-2' 9'-0'IU'-1" 8'-9'11.-]'8'-0' V-2- W-2- 9'-8' 8'-a" W-0" T-4' 1' fi' ]'110.0 1V-i' 8'-8' 9'-9' 8'-e' 10'-11' ]'-10' 8'-10' ]'-lV 9'-3" i'-10 2'')'-V1' 6" ]115.0 __ 11'-I' _ 8'-5, 9'-6" 8'-4' 10'-]' ]'-8' 6'-8' ]'-e 9'-0.T-8' V-8' ]'-0' 1' 6' - ]' 120A 10'-B' 8'-1' T-3- 8'-2' 10'-3' ]'-5' 8'-5' V-6- 8'-11' ]'-5' ]'-5" 6'-10' I- 6' i'125.0 10'-2' 9'-10' )'-9' J'-6' 9'-0' B'-9' T-11' ]'-9' 10'-0" 9'-9' ]'-2- ]'-0' 8'-2' 8'-0' T'-4- )'-2' B'-8' 0'-5' V-2- ]'-0' i'-3- i'-2' 6'-8' 8'-8' 1'130.0 1' P121/2- ' 6' ]133.0 140.D 9'-5'T-2- 9'-I' e'-Il' B'-6' B'-4' i'-)' )'-5' 9'-6' 9'-I' - 6'-10' )'-10' --T-8' >'-1' _-W-1l' 8'-2' 8'-0' 6'-10' )'-D' 8'-10' 6'-5'1'' 6'-� --_1'' 6- 8' i" )' 145.0 8'-10, W-2' ]'-3' W-10' _ ]-6' )'-10' - - - 1' 6'--]'150.0 8'-8'8'-0.Y-2" W-6' - T-{' _ )'-9' _ _ _ 1- 8' >' 155.0 8'-3- i'-10' 7'-0' I.-Y - 7-2 - ]' ]- - - - 1' t0' 8' T 16Q0 8'-0' 7'-8' 8'-10' B'-0. ] -1' > -5' Y to- 1 6- 1>' * Nam: 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS A At 18 INDICATE MAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/8'0 KWIK BOLT 3 ANCHOR OR 5/16'O TAPCON XL ANCHOR, INTO POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK. OR WITH 1/4.0 TEK SCREWS AT MULUONS CONNECTION. VALID FOR WALL MOUNTED, TRAPPED MOUNTED, AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED OY LINEAR INTERPOLATION BETWEEN END VALUES. NO. FLORIDA BUILDING CODE (t on High Velocity BurHwne Z. e 2Gn mrz<O NG Nau#lus Rolling JAR a+SPaMm LG mn•i IL ECOIN IN. arz .i1xc a cx[[nlNc COYv.N[ EXPERT SHUTTER SE VICES INC, 1626 S.W. 6RMBRE a Ff 7-244 me [ B:-coo.1eN..ox� rom sr. [RGc. 2 6 v"e^�.. Ielw) nv-[xe ru.. r se. vl en-weB w.mR w SNLS1 IS N n I Toth WMCIIAM tk [I Nlli MAX. ANCHOR'S SPACING SCHEDULE Va WALL MOUNT D- 0E11G11 SLAT SPAN RANGE R{191G (DZ 0'-4' t > 4'-5' T > 5'-6' 1 > 6'-7' t > 7'-9' t > 9'-12' 1 > 12'-16' } > 16'-20' 1 z 30.0 >31-40 g' g' g' 9° 9' >41-60 9" 9' 9' 9' 9" 9' 7° 5 5/8- >e1-eD _ >31-105 9' g' 9' 9' 9' 6 1/2" 5 5/8" - >106-120 - - >121-140 9' 9" 9' 8' 7" 6" >tn-mD 7' 7° - --- TRAPPED MOUNT As.D. 0ES6ai SLAT SPAN RANGE 2 yt 0'-4' } > 4'-5' } > 5'-8' } > 8'-]' } > 7'-9' 1 > 9'-12' } > 12'-18' } > I6'-2D' } z 30.0 9• 9' g' 9' g' 9' S. »1-40 g' >61-50 9' 9' 9° 9' 9" B' - >81-105 9' 9' 9. - - - >to6-120 8 1/2" B. >141-t60 9' 9' 8" 6" BUILD -OUT MOUNT t —SLAT— SPAN MAX. SLAT SPAN F R A C� voNI oc'Do DuSIG uen - OFSNY SLAT SPAN RANGE Pf✓E,4NRE 0'-1' 1 > 4'-5' } > 5'-6' 1 > 6'-0' 1 > ]'-9' T > 9'-12' } > 12'-18' 1 > 16'-20' T MNNG E E E E E E E E E E E E E E E E E E E z 30.0 9"m'. 9" 9" 9" 9" 9" 9" 9" 9' 9' 9" 9' 9' 9' 9' 9" 9' 7 3/4 7° 7' S 5/ >31-40 9'9' 9" 9" 9" 9" 9" 9' 9. 9' 9' 9" 9' 9' 9' 7- 7' 6" 5 5/8" 5 5/8" 5 5/ >41-60 9'g' 9" 9" 9' 9• 9" 9" 9' B' 9' 9' 9' 7 1/2" 7 1/2" 6- S 5/8' S 5/8' 5 5/e 5 5/8' S 5/8' >61-60 9"g' 9" 9' 9' 9" 9' 9' 9' 9" 9'_ 7- S 5/8 5 5/8' 5 5/8 5 5/8' S 5/8' >91 -105 9"9' 9" 9' 9" _ 9' 9" 9' 8" _ 8' 6 1/2' _9' 6 }�4' 66 3/4" 5 5/e 5 5/8- 5 5/e 5 5/8 _ >106-uo 9'g' 9' 9' g' g' 9' 8' 8' 8' 6 1/2 6" 6' S 5/8 5 5/8' S 5/8° - - - - >121-140 9'9- 9-_ 9" 7 1/2 8" _ 8" 6 1/2 8- 8" 6" 5 5/8" 5 5/8" 5 5/8 — — - -- - >141-160 g'9" B' 8' 6' T J" 3/a" 6 3/{' S 5 8 F 9-0006119 wµRn A TILL, Romw ue. / ule9 BUILDING CODE (Nbn High Ydocity Hurricane Zone, Naut$lus 1< Ralling SAv STfHm m/wJn I626 &.. OMM' I EFT 17-244 Po219i . L11CIE _LL ]964.. -- mow. ti i IMLR I! Of i6 MAX. ANCHOR'S SPACING SCHEDULE VU 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 } WALL MOUNT wsD. SLAT SPAN RANGE ®1 RIHmE 0'-4' f > 4'-5' } > 5'-8' } > 6'-0' T > T-B' 1 > 9'-12' 1 > 12'-16' i > 18'-20' } z 50.0 8' 8' B' 8' B. 7 1/2- S 1/2- >41-60 8' B' B' 8' B' 6' 4' 3 3/4- >61-80 8' 8' B' B" 7- 4 2' 3 3/4' - >61-105 8' 8' B 6 1/2' 5" 3 3/4' 3 3/4" - >105-120 8" B. 8' 5 1/2- 4 1/2- 3 3/4- - - >121-140 8" 7 1/2' 6" _ 4 1/2' 4' 3 3/4' - - >ta -160 8' 6- S" 4- 4' TRAPPED MOUNT .•", SLAT SPAN RANGE 0� r awc6Gq 0'-4' i > 4'-5' T > 5'-fi' i > 6'-7' } > 7'-9' 1 > 9'-12' i > 12'-16' T > 16'-20' 1 z 30A 6' 6' 6" 8' 6' fi' 6' S 1/2- >31-40 B' 6' 6' 6' 6' 6' S 1/2- 4 1/2" >n-80 6' 6' 6' 6' 6' S 1/7 a' 4' >61-80 6" 6' 6" 6' 6' 4' 4' - >81-105 6' B. 6- 4 3/4" 3 3/4" 3 3/4" >1o6-120 6' 6- 6- S' 4' 3 3/4' 1121-tw 6' 6' S 3/4" _ 4- _ ] 3/4" 3 3/4' .- 1141-160 6' 6' S' 3 3/4' 3 3/4- BUILD -OUT MOUNT SLAT GNEN AS.D. DESI LGAG SPANS SHALL yp�R E%C ED MAX. E—:D ON SLAT PERFORMANCE CHART SLAT SPAN RANGE [bN {GIRL V-4' T > 4'-Y } > 5'-6' } > 6'-7' f > 7'-B' } > 6'-12' 1 > 12'-16' } > 16'-20' 1 E E E E E E E E E E E E E E E E E E E z 30.0 6' 6' 6" 6° B' 6' 6' 6' 6' 6' 6' 6' 6" 6" 6' 6' 6' 6- 5 1/2. 5 1/2' 4 1/2" 4' <' >31-40 6' 6' 6- 6. 6' 6" 6' 6 6' 6 6_6.6' _ _ 6' 6' 6''S' 4- 4- 3 3/4' 3 3/<' J 3/4" >41-60 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'>61-60 13/�J- 6' 6" 6' 6' 6"'6- 6' S 1/2 6' 6" 5' S' S"4" 3 3/4- 3 3/4' 3 3/4- 3 3/4"6 6- 6" 6' 6' 6' 6" 5 3/4 4 1/2' 4 1/2' 3 3/4' 3 3/d" 3 3/4" 3 3/4- J 3/4' 3 3/4" >105-120 6' 6 6' 6'6'S 1/2 5 3/4' _ S 3/4' 4 1/2 4 1/2' 4 1/2' J/4 3 3/4" 3 3/4- 3 3/4" n01-1w 6' 6' 6' 5' S' 4' 4 3/4" 4 3 4 3 3 4 4 f 2 1 .172 _3 -__.._.....>ut-1s0S'4 1 2'4'33 V. 44167 *_—�f:=+-+L> . (y 1\, UlC" l@ 1111 =f21>n6rtw � L Naufflus RoRIn95Aof r3yseem ° mry.71> mrt EXPERT SHUTTER SE 1625 S.W. BILMORE PONi $f. LVCI[, R 3 VICES INC. fEi 986 nun rzzn.o 6. Ma. ra¢pq n uru � �r e�moPi*,.'4 e6 ee1 e6om"-'v' 17—'244 MAX. ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE, W/ 5/16"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL, A.S.D. DESIGN PRESSURE RATING & SLAT SPAN RANGE t WALL MOUNT OE90N SLAT SPAN RANGE FAMO RANGE (Pal.) 0'-4' t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-I6' t > I6'-20' t s 30.0 8' 8- 8 8" 8' 8' 6. 4 1/2' >31-w 8- 8' 8" . 8" ............._._.............._...._._................. e' 7' 4 1/2- - >41-60 8' 8" 8" 8" 8' 4 1/2' - 8' 8" 7 1 T2 7" 5 1/2' - - _>61-fiG >61-105 8' 8" ] 1/2- S. 4'- >106-120 8' 7 1/2- 6' 4' - - - - - >t41 -160 ]- 5- 4' TRAPPED MOUNT Yrpc OE90N PR RACK PINGS (0.L.1.) SLAT SPAN RANGE 0'-4' t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-9' t > V-12' t > 12'-16' t > 16'-20' t 6' 6' 6' 6' 6. 6' 6. - >v-w 6" e' 6' 6" 6' 4 1/2' >4t-60 6' 6. _ 6' _ ___6. 6" 6' 4 1/2" >61-fio 6' 6" 6" 6" 5" 4 1/2' - >Bt-105 6' 6' 6' 4 1/2" 4 1/2' - - _ - >106-120 6' 6' S 1/2" 4' 4 1/2- - - - >1n-1w 6' 5' 4 1/2' _ 3 3/4- >141-160 _ 6- 5- 4' BUILD -OUT MOUNT SLAT ~SPAN_y C� ' c SLAT SPAN RANGE GEfi PPE9RlIRE 0'-4' t > 4'-5' 1 > 5'-6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16' 16'-20' t RA1MG RN16£ (pal. E E E E E E E E E E E E E E E30.0 6' 6' 6'6''6' 6' 6' 6- 6- 6- 6- 6' 6- 6' 6'6- 5 1/2- >]1-40 6' 8'6' fi'6' 6" 6' 6' 6" 6' fi' 6' 6' 6' 6' S 1/2' S' 4'>11-60 6.'6' 6' 6" 6' S 1/2' 5 1/2' 6' 6' 6' 6" 6' 6 1/2' 4 1/2>61-00 - - 6'6- 6- 6- 6- 5 1/2 5 1/2- S I/2 4 1/2 5' 5' 4'4' 4' TIM - - >fihtos 6' 6' 6' 6' 6' 5 I/2 5 I/2" 5 1/2' 4 1/2 J J/4 3 3/4' - >105-120 6" 6' 5 1/2' S 1/2' 4 1/2 4 1/2' 4 1/2' 3 3/4 - - >121-110 6" 6--'4' _6- 3 3 4' 3 3 4'- _ _ >141-160 5- 5' 4'_ .. ' ' I O20" R""'O mc. eWw BV: I No, 441 duf uS ^-Z` tC RoRin9 ]T ae erSyaeem mryrt 1, L1L"• TW, 1[SIINO LN LWR mG COYI�NY EXPERT SHUTTER SERVICES INC. .(�(. Off' '•, •{> Q- �E uiu :Ib,Nhz 1626 SW. SM1InIpRE S EFf 17-244 \\ \ _FPS ...4..�...... \a.�4,111\ 1- men _rn:LnUin-:ii •-^,.® R0 P, ' PORT S . LUM R J .NYR: 1,W1 >n-wpe . ru: n 964 ,) „e-wno ONNNi IY WR IDa MITT ,i'1 niE' : u:>a. : . sY0. ,0 TO. fi}11'C : m.re 0 SCHEDULE VC: (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM A.S.D. SLAT SPAN RANGE DESIGN PRESSURE RATING 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'— 0' (P90 Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy s 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 00 >41-60 10 120 290 150 794 180 509 210 _ 708 270 1266 360 1962 480 2553 382 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 396 >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 — >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 — — — >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — — — >141-160 781 320 1186 400 1322 480 1873 560 1740 640 — — — — — IT SHALL BE THE RESPCNSIBILITY 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 B Vy VALUES. SIDE `SLAT SPAN C- SLAT SPAN DEFINITION A. No. 44167 i Yr �� =+ nj�p' E, A j µ`" '' �x(r E1 ".. S/ONAL �� TETE1 oRms *x co we IL EC�IMc, li t[S+INL Ef[w91N9 O ra. T ...A11, m+(bspn+fii' s-aao ein WR!/tl W. licLL/ i�+6] Haute VE Rallinnut us erSyafam w ! ury•An art EXPERT SHUTTER SE +61! l.W. PIIMOR[ 5 FORT ST. LUCIE. IL ] srz aw r.n- xe . ru: t+ VICES INC. f.EEE 991 T+ o+-ws9 IT—'144 " F.E. SEAL/SIG"JdldpE FATE _ SNELI +9 tlM SLAT PERFORMANCE CHART Ibi & ICI: (ONLY VALID FOR 12' SLIPI SLAT PERFORMANCE CHART Ilbl $ IICl: (ONLY VALID FOR V4' SLIP) FOR AGIVEN MA%IMWA A.SD. DESIGN PRESSURE RATING IPa0 AND 6HU11ET MOUNT CONDITION FOR FORA GNENMA%IMUM ASO DESIGN PRESSURE RATING (AIR AND SHUTTER MOUNT CONDITION FOR INSTALUTIONS YPO STORM BARS PER DETAIL 2 BELOW INSTAWTONS PRO STORM BARS PER DETAIL 2 DELOW CHART lb mj/ CHART ICI CHART IIbI USE ►/ CHART [ICI 14 MVIY Wli. BElrtfll PD91M NO IE01IDL A30. Wtl IeE uLDYIA, VALUE Asn LOyNIR IH YVLY WI[ ftlLml f0iB2 MO NSIVM 440.11Y0 use wwlw VAsmT Aso. LDAO VALLE 5116"O TAPCON XL ANCHOR MIN. . SLAT SPAN 'Lm.' (RS 5118°O TAPCON %L PNLHOft MIN. SLAT SPAN -LUN. ' ,L�gOAI MAX. SUT SPAN • (n) REWIRED IHI. SFP.W m m GLASS sATLWK yFSIOD To DICK a 6) SAN IAI OBERN REWIRED LUX. SLAT SPAN 'Lwa' (n) SECUREDyUrsL1lDlaDM. aAAMNum TUBE TOr (m) DESIGN, PREPARERW. RATING ufiart 'IT BuvD-AI-- xmv l w/ �RE lnwrv¢ eao-an W 0 SroRM SIRS PMss'.A2[ Mtw IMIL .wylTw/ RPme1 I6RAWr mve Bm]-dU .gw/'€Dcw2'€➢'€3 SEE mere vIu. W 0 STORM 8VI5 I4 4 10'-0" B'-I'1" 81 2' 30.0 • S'-1.8'-3'6'd'7'-)' 1'8 t S' 10'-0'_T-L' )'-9' 1" B % 0'40.0 - 10'-0• 10 0' )'-5' I' — B I/Y AOA •• ) )' ) )• . )'-)' 1' B 1 6°10'-0•Ip'-0U° Y-2' I' 6 t 2' 46A �• )'-4' )-P-)'-f 1' 6 1 B'SOLO» Ip-0' 10'-00• 7'-0- I 6 1 2' BIDS •� )-S J'-J' )'-T g1--- 1° B 1 6'05.0 » 10-O' 10'-00" 6'-P' 1' B 1 2' BOA ••• T-Y T-3' )'-Y 1' 6 1 S'60.0 » lo'-0' 10'-00' fi'-S' I' B 1 2' 60.0 ^• 7'-3• T-3• >'-J 1' S 1 6' SLAT PERFORMANCE CHART III): (ONLYVALIDFORIIB"SLIP) FORAGNEN MAXIMUMA.S.D. DESIGN PRESSURE RATING (P.sOANO SHUTTER MOUNT CONDITION FOR INSTALLATIONS W/O STORM SIRS PER DETAIL 2 BELOW CHART IIIbl °mi CHART IIICI I6C LLWJI bllE R1S01 mID6f NO MPAM A44 NN 16E LLWMN WULIE A9n Lon W21R St6"O TAPCON %L ANCHOR 41NPAN! SPIN 'LMN.' (rt) W. SLAT SPAT - (FT) REQUIRED M6. SEPARATION To GLASS WORRIED To 840X OF SW (In) IMFARAI'L oEPGH PRESSURRALL e u66o''---ux531r''' euw-on / me uo6866eN�''''----¢653I EMUS n (REme w8666ew'''''-----L651 / EARS 50.0 )'-6' 2'-6' 7'-6 6'-T'm 3.0 7-2 7'-2' 7'-2" 6'-4' 40.0 6'-,• '-S' ''I'Amw 1L.r0o »"'•'' 6'-p' ''''w SOLO 6' 6YII 55.0 3• 5'-)' 6.0 DETAIL 2 (ELEVATION) SLAT PERFORMANCE CHART IV: (LESS THAN 1/8' SLIP) FORA GARNP SO. DESIGN LOAD(P.s 0. SHUTTER MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS VNO STORM BARS PER DETAIL 2 BELOW SI18b TAPCON XL ANCHOR USE WJ]VNI VALLE ffmFfll FREI USE YWNUY PDRIVE AND RECAPS AS.D. ION ASO. LOAD wWIE IMIL GLAT M. SLAT SPAN SPAN DI4LA3]�IOA•�S m DESIGN 'Lw.' In 'LINK• TT) S'G'PF PA 0IS IbN wul lPAiAID • DSIn-our : 1rv2aYn • await W/o 5ro8u BADS Pap rvU WXP SONE m • J0.0 • -C 6'-6' 6'-0' BOB BE. » 5'-7--- 50.0 - S'_6• • WILD FOR OGK]ISi1R-4ADH (6¢46) SCUD6N WE !2 (04.55) STAKE (f .30 i VAW FoR DDLX2ASflfl-SDIJDi (c c.46) CO] YV0E6] RNE /2 cPQ`5) SLAT SPIN DEFINITION '• WAUD FII2 SOUTHERNR INSTALLATION INTO WOOD FRAME STRUCTURES 1 ;'. No. 44167 ACO AND MOD SFAS 1 9FE ff1bDJ 1 vY W)MY VLS EEIMDI PRIM NO NSJIM A50.PMPUI AID, Im WI[ ypyy WY SLAT SAM EARN rt muss 169x6D m WOOD GRADE R6x'w ' I 01At oF Eu6 M(P.I� rAL Iluen filwe�¢ u' 'y1i•P WIG STOIW BARS u�-uR FIN xoxa Dxw[ �y YPIp t-] SOVINERN PINE 02 (C-0.55) 60. 4'-Y 4'-S' 0'-0' DOUGVS-RR-SOUTH (G-0.46) 60 V-Y 4'-5' SPRUCE PINE -RR -SIRE (C-0.36 60 r-5' 4'-5' J 9 I.- (M. FLM S:GE. ) T DETAIL.) (ELEVATION) A NOTES: 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET I INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING B T SPAN AND A.S.D. DESIGN LOAD. T:'WOOD FRAME WALL TO BE BUILT STRI TLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISI INS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE. ItINIMUM LENGTH OF WALL AT EITHER SIDE OF OPENING SHALL BE 33". o 2ov TnacD INc. L ECO �„G EXPERT Na 1s INC. PAR 17-244 w�wD Ne SHIM 0 V % 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'W" WOOD STUD (SEE DETAIL 1 ON SHEET 20) GRADE5 PINE g2 30.0SOUTHERN 40(G=0.55) 5060DOUGLAS-FIR-SOUTH RSPMWOOD S 30.0(G=0.46) 40SPRUCEPINE-FlA-SOUTH G=0.36 s 30.0 WALL MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 1/2" PLYWOOD (SEE DETAIL 2ON SHEET 20) WOOD GRADE NNSLAT urw6�s SPAN RANGE SOUTHERN PINE 02 (G=0.55) 30.0 6' 6'6' 40 6- 6'4 3/4' 50 6' 4 3/4- 3 1/2"60 5 1/4- 3 3/4' 3• DOUGU6-FlR-SOUTH (G=0.46) % 30.0 6- 6°6° 40 5 1/4° 5 1/4' 4 1/4"SPRUCEPINE-FlR-SOUTH C= E16 sJ0.0 6' 6' S 1/4° BUILD -OUT MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 1/2" PLYWOOD (SEE DETAIL 2 ON SHEET 20) 14MN SLAT SPAN RANGE WOOD GRADE M1eqf6' > 4'fi ' > 6-6 > 6-]' > Y J'' > V-10' 1Mg 5 30.06' 6'6"''5"6- 6" 6' 6' SOUTHERN PINE @2 40 6' 6" 6- 6` 6' 5" 6' 6' 5 1/4' 5 1/4"(G=0.55) 506' 6- 6'6'6" 6"5 1/4' 5 1/4' 4' 4' 606"°6' 6" 5 3/4- 5 3/4- 4' 4' 3- 3' OOUGLAS-FIR-SOUTH s 30.0 6'6°6" 6' 6' 6" 6" 6' 6°6` (G=0.46) 40 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 G=0.36 S30.0 6' 6' 6- 6' 6' 6" 6" 6` 5 1/4" 5' 4 NOTE, MAX. SPAN FOR SLAT FOR A GIVEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHARTS ON 20 SHEET. P.E. FLORIDA BUILDING CODE (N n High Velocity tluni.,,. Zoml °""H`°°� "° Naut'lus Rollm9 SA1EM rsrd . t WN/1+ E„CEO„oN o;,P,„,. EXPERT SHUTTER SE VICES INC. ,L mb_,an. eUwp+e':eij "na 1626 S.M..,L.WE SI LT IT-244 i- In 4nv.e6nc[mm �EH-6D]6>19 Pm Sl. WC4. R. 3 pYtd: (eWI 1.0.961E . rP: V9 B. I en.OpM b 1.1R 21 m N 'rt 6� Le I iileir 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)'- HOW :• • �� • as • : • lea ee .. ® ��■® ads MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. ,t No. 441 i THIS REGION IS ONLY VALID FOR INS LLATIONS i IW/ I OR MORE STORM BARS PER SHUTTER. 2 OR MORE STORM BARS PER FLORIDA BUILDING Burfiwne Zane; uum e an�M art I7-244 aumw n. i s.m m o. A. STORM BAR SPACING "a' (ED �rt 2' I.667' J' 3:5' 4' 4.5' S' 5.5' 6' 8.667' 50A BCD ABCD A.B.C.D AB.CD A.B�C,D AB,C,D BCO kpClo A.B.C.D A.B.C.D 05.0 BC0 ABCD ABCD A,B,C.D ABCD AB,C,D AR.C,D AB.C,o AB.BD ABC.0 40.0 ABC,O AB.CD AB,C.D AB.C.D AB,C,D BO,D ABCD AB,C,O AB,C.D M.C.0 45.0 AB.C.O &SCD ABCD ABLD X%C.D AB9,D AB,C.0 ABC,13 ABC.0 A.B.0 50.0 AB.CB ABCD AB,C.D AB.C.O A.B.C.D AB.C,D AB.C.D AB.C,D A9.C.D A.B.0 5A0 BCO ABCD ABC,O A.B.C.D A.B.C.D B,C,O A.B.C.D ABC,O ABC AB,C 50.0 AB.C.0 AB.C,D AB.C.0 A.B.C.D kac,o AB.C.O R,C,D AB.0 ABC A.B.0 no BC.O ABCD gBC,O AB.C.D BC.D A.BC.O ABC A,B.0 A.B.0 AB 70.0 .C,O AB.C,D ADC.D A.B.C.D AB L 0 A.B.0 AB,C AB.0 AB A 75.0 AB.C.O A.B.C.D ABC.D ABCD ABCD AB.0 AB.c AB A A no A.B.C.D A.B.C.D A.B.C.D A.B.C.D kB.0 A.B.0 A.B.0 A A A no BCD B.CD kB.C.D eL0 &WC A.B.0 AB A A A 90.0 ABCD ABCD A.B.C.D PBC B,C ABO A A A A 95.0 AILC.D A.B.CO A.BC.D A.B.0 AR.0 B A A A A 100.0 k C,D AB_ .C.D ABCD A6.L A,8,C A A A A A 105.0 A_B,CD A.B.C.D AB,C A.B.0 A,B A A__ A A 110.0 A,BC,D BCD A.BC AR.0 _ A _ A _ A A� _A _ A 115A AB,CID kq,C,D ABC ABC A A A A A A 130.0 BC.D A,BC A.BC A.B A A A A A A 1750 ABC.D ks.0 ABD A A A A A A A 150.0 A.BC.D A,s.0 ABC A A A A A A A IMO AB.C.O A,q.c A,91C A A A A A p - IftO AB,C.D Ao.0 AB A A A A A A - InO ABCD ABC AB A A A A IA A - 150.0 ABCD AB.0 A A A A A A - - ISiO BL B • A A A A A I- - I50.0I ABC I AS I A I A I A I A I• - _ _ ANCHORS TYPE LEGEND A 3/8"p CARBON STEEL KWIK BOLT T7 EXPANSION ANCHOR W/ 2 1/2' Min. EMBEDMENT* & 5" Mi, THICK POURED CONCRETE (Po - 3000 psi) B 3/8'OXI 1/4" POWERS CALK -IN ANCHORS W/ 1 1/4' Min. EMSEDMEW* TO POURED CONCRETE (fb - 3000 psi) & 3/8'0-I6 MACHINE SCREWS C 1/4"0A3/4• ALL POINTS SOLID -SET ANCHORS W/ 7/8' Min. EMBEDMENT* TO POURED CONCRETE (fc = 30DO psi) & 1/4'e-20. 18-8 STAINLESS STEEL MACHINE SCREWS D 5/16"0 TW/BUILDEX TAPCON ANCHORS W/ 2 I/4' Mi, EMBEDMENT* TO POURED CONCRETE (f9 - 2899 psi) * EMBEDMENT IS BEYOND ANY FLOOR / CEIMNO FINISH A. STORM BAR SPACING 'a' (F) "s^O M 2' 2.687' J' 3.5' 4' 4.5' 5' 5.5' 8' 6.667' BC,D B,CD A.BCO Bc0 BCD ABCD ABCD BC ABC AMCn .o BCD AI3.C.0 ABCD A0,C,0 ABCD A,B.0 A,BL q C A.9 A 0.0 ARC.D ".CD AB,C.0 ABCD AB,C AB.0 A.B.0 A A A 0.0 BCO A.B.D AB.CID ABC A.0,C A.B.0 A A A A SBB DOB AABBD AS,C.D ABCD A.B.0 AB,C A A A A A SSO B,C.D BCO A.B.0 A. A A A A A A no B,C.D AR.0 AB.0 ABS A A A A A A no 0.5. BC.D ABC AB.0 A A A A A A A 700 BCD A,B.0 B A A A A A A 75A AB A.B.CC A A A A A A 00.0 A.B.0 C B A A A A A ABC A A A A A A 90.0 934 qBC A A A A95A ABC A A A A 10.0 A A A 110.0 AB ,S A A A 113.0 A A A A115.0 A A A A1.XIA A A A AInn JA A A A ma A A A t= A A A_110.0 A A A-t450 A A A-IS00 A AA - - - - - A - - - - - - - - I50.0 A A d��jER A.1 A , * �• 4416 ate�' f3f K, 'O'O�/OyNA�L,�iN�( P.E. REAL/9CffAlUR! C 70n mTOM ..C. Bumicvne Zme; LC. m/vNT art 7-244 1 s.m vmx .s SCHEDULE1a FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (p s f ) & A MAX MULLION SPACING (ft) - MAXIMUM MULLION SPAN(T) MAXIMUM MULLION SU AN (H) ©4"x8"xi/4"MULLION O7 4"xB"x1/4"MULLION GP 4`xnI14' THICK IN' FLANGE) MULLION ©4NO"xi//"MULLION Gi 4'kB'k1/4'MUl ION GZ 4'67kVd•TN 6'FLN)GEIMULL CI( YA%. ASD. pfAON ]D.0 ]SO A6.0 OOA 60.0 1d.1MN MULLION SPACING 20'-0' 20'-0' 20'-0' RD'- ' 0 20'-0' 19'- ' S Ib_A' I)'.4. _ IS9 IS'-0' 11'-2' U4 gyms. o (9+L) MO ]S.0 I o bD E40 !!.0 bpA 60.0 )6A J8.0 0y0 no BOA 91B ICAO 1030 110.0 It&. I= I20A U0.0 1]SA 1b.0 I66.0 Ib.O I510 I600 uu SPADNO (� 20'-0' ]0'-0' 20'-0' 20'-0' __20:-0' 20'-0' _19_S' IB'-' _ { I]'-6' 18-b' 19'-B' IS'-0• W-2' IJ'-5' IY-9' 12 -1 11'-0' I1'-1' 10'-0' 10'-2' 9'-f0' 9'-5 B'- ' 0'-1 10' g'-e' 0'-0' ORIENTATION / 1 ORIENTA71ON 3 ( ORIEMggN I (� ORIENTATION /2 (0 ORIENTATION 1 ORIEMp11lIN i2 ( ) ORIENTATION /1 ORIENTATION 2 ) OflIEN)ADON 1 ORIEMA N /2 OflIEMATOX /2 Wt ENO ]'-10' )'_{• 8'-8' 6'-1' S'-11' _ 5'-9 S'- 9 5'-9' S'-9' _ T-9']'-]' S'-Ill' 5'-le S'-I1' _-6 _a IMERIOR 9'-1. 9'-r B'_6' 8'-2' J'-II' ]'-9' T-9• ]'-8' 7-] 7'-]' ] -i )'-7' J _7e ]'-_]'__ ' J'-)' )'-)' J'-J' 7--6' ]'-0' )'-)' ]'-8' CNO ]'-3 B'__r 6'-6' 6'-0 S'-9' S'-P S'-{' S'-A'T S'-O9'6'' S'-8'h7'-Q' S'-5'B' 5'-6'9 S'-]'B 3 _]8 S'-8'B' 5'-9'' !•-9•• T-10' S'-10' S'-I I' g'-0' fi�-0' b'-t' 6'-2' 6'-2' INTERIOR 12'-D' I1'-S' 10'-11' Ny- ' 6 9'-11' B'-0' 6• '_ O' 10' ' )'-10' ]'-10' J_B• )'-9' )'- ' 9 ]•_9• ENO 0 -4- 0'-8' B'-1' J'-0' >'-{' 6'-B' 0•_A• 6'-A' 6'-]' 6'-]' b'-1. 0'-3 6'-g' 9 _7 8'-0' 6'-9' 8•-10• ]'-0'_]'-10 ]'_0' ]'-2' >'-J' )' f ]'-5' ]'-8' ]•q• INTERIOR 10'-J' 10'-0' 8'-)' 9'-]' B'-II' 8'-)' _ 6•-b• g•_�•...•—_ 0'- ' 1 _ _0 )'-10 ' T-9' J9' )'-9' ) _9' 'fi'-6 >'-B' ] -9• 7•_ 9 )'-10' ]'-10' ]'-9' )'- 9" 7'-9' ]•_B• END 0 -0' >'-T )'-3' 6'-I I' fi'_r 6'- ' ] 6•_2• 6'-_. 6'-2' 8_Y 8'-2' ''I'-3' 6'-J' g•_( g'-A' 8 _S' 8'-T 5•-]' fi'- ' 9 d-9' 6'- 6'-11' 6' 1J' ) -0 >'-1' ]•_ 2' INTERIOR 12'-B' 12'-8' 12'-6' I2'-6' 12'-6' 12'-A' 12•_0• II'_IO' 11'-8' 11_] 11'-6' II'-y' 11•y6 11'-S' n S' I1-5 IY- 5' ll'-6' 11'-5' 11'-S _ If'_-S' -- 11'-5' II'-5' II'-5 II'-5' ENO B'-,. 0'-I I" 0'-S' )'-II• )'-A' 8'-8' 6•_f 6'-f 6'-] 6_T 3 6'- '8.3.0 6-3' V-{' _ 8=5 bq' V-5' B'-9' 8•_ 10' )'-0• ]'-0' J -J' T-C ]'-5' _.__ )'-g' _ )'-J' ENO J'-6' 6'-11' 6'-B' 6'-2- S'-11" W-7- 6•_ 6 V-8 y 6 6-8 S'-6 3'0 S'-) 5'-B S-9 3=a 10' S'-11' 6'-0' 8'-1' 8'-I' 2 8'-J' 6'-' ] _ 6_1' 6'-5__ _6'-] 6'-8' IN1ERIpR I2'-B' 12'-6' 12'-B' 11' 11 =fi' 0 12'-6' 12'-6' 1T-6 12'-6' 1]'-5 I2'-A' 12'-J W-J 12'-J 13'-J __ 12'-3 11'-] 12'-3 12'-] 12'-J 12'-3 A�3 12-J EHO ]'-TO' ]'-{' 6'-10' 6'-8' b'-2' S'-11' _S'-B'_ 5'_9 __ S'-9' S'-9' S'-9' T-9• S'-10' S'-10" S'-TI 8'-o- 8'-0' 8'-1_ 8'-I' 6'-2' 8'- ' ] 0'-6' 0 -A' 6'-5' B'-g' 6'-6' P IN2RILIR B'-0' 9'-3' 8'-10' 0'-6' 0'-1• V-11" )'-B' )'-9' 7'-0' ]'-]' l'-)' )'-7' 7'-J' 7'-]' ]'-)' ]-]' )'-)' ] -] ]'-6' ]'-J' _7'-)' 7'-)' J y' T-B' I'-T )'-Y 7•_1 END J'-]' 8'-B' B'-{' 6'-8' 6'-0' 5'-B' S'-B' S'-A" S'-A S'-{' S'-{' 5'-{' S'-S' S''9'-3' S'-T S'-T S'-6' S -9_ S'-9 S'-f 0' S'-10' S'-11' _6 -0' 6'-0' g'-I' 6'_1• 8•_2• INTERIOR 12'-0' 11'_v 10'-II' 10'-8' 10'-1' B'-10' B'-8' 9'-)' B'-6' 9'-6' B'-C B'-3' 9'- J' B'-J' 0'-] 9'-] B'-]' 9'_r 9'-3' 9'-J 9' T 9 -J B'J B'-]' 9'-]" 9•_ = ] ENO B'-{' (i 0'-1' J'-6' 7'-{' 7'-0' 8'-1p' 8'-10' V-10' g'-10' 6'-10' w to- 6'-IY 8'-II' 1_0' ]-1' )I 2' T-1' ]'-]' J'-{' ]'-{' J'-S' ]_6' )-6' ]'-T T-B' J'-9' INTERIOR 10'-) 10'-0' B'-)' B'-J' B'-11' 6'-)' 0'- ' B B'-S' 8'-{' 0'-0' B'-3' 8'W.0 1 8'-3' 0'-J' _ 6_-2 b'-2- 6-J 8'-3' 0'-2' 8'-,. 8'-2- 8'-Y B q 8-T6'-IfII'-3 B'-2' 6'_2' 8'4' No b'-0' )'-]' )'-J' 8'-11 !'-,. {'-10 {'-B 4'-0' 4' C-8' C-8 A'-1. IOII'-S' A'-Ib A'-11 5'-0'11'-1.5'-9 8'-1'II'-!' S-] S'-! S'-S' 6'- ' B b'-9 6'-10 6'-11 ]'-0' _ ]' 1 ]'-T INTERIOR 12--6' 12'-6' 11'-6' 12'-6' 12'-6' IY-P 12'-0' _ _11--10' 11'-6' II'-5' 11'-!' 114 _ II'S' 11'-S- 11'-5' I1'-5' IY-5'_6-] II'-S' IY-5' 11'-S' 11--5' No )'-b' V-II' B'-8' 6'-2' 3'-11' !'-0' S'-8 S'-6 9'-6 S'-6 S'-6 5'-7 9'-imo 5'-B 5'-10' 9'-I1' B'-D' 6'-1' B'-I' _6'-J' 6'-rI9.B b'-6' 6'-5' 0'-0' INTERIOR I2'-6 I1'-0' 12'_6• IT-g' I2'-6. I2•_6• 1]•_6• 12'-6- I2'-6 @'-R' II'-3 12'-J IT-J 1Y-3 11'-0 11'-J 12'-3 12'-3 ' E We 66.0 AA no 95.0 100.0_ 1100 16'- I3'-Y 12'-9' 12'-2• I1'-] B_-0' ' 6'-2'7'T 6'-]' 6'-{ 6'-{' 6'_y 6'-6' 6'-6' 6'-]' ,me IbD I33.0 1M.0 10 -2' 9'-f 0' 9'-5' 10.0 16y.0 IMA 6' 10' 0'-6' B'-0' 0'-0' MULLION SPACING: "S" LULLION -MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE PATINya SHALL NOT BE EXCEEDED. } MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. 'R A. '3 ✓ 2 FLORIDA BUILDING CODE (N n High Velocity Hvrricone Zone; 4T �� •-} Q 6 \�y414 • %AL EN6\ 2111 i r1 /ITT C261,ntT0TIE. nw, ]r n ExEVINg co RR.xv hrn.rn,lxsk,•-:v:Lx be<.emm DEB-ONOT". NE w,.CGM 1k16d H1 Nauf'lus HOG n9371It rsybl.T. Le. oe/7Vn EXPERT SHUTTER SE 162. s.w. eNUORE FORT ST. WC E. J ✓^)••C: le'Al f.f-eWe. ru:f VICES INC. Ex, BB{ )g,:-PoN 17-244 T.. w ,e SxE [l dM N.E. SFAL/SIGNATURE/DATE /r 11 5CHEDULE1b FLOOR TO CEILING (TRAPPED) MOUNTING MAX SPAN III) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (o e l ) 8 A 12.0" MAX MULLION SPACING II) • MAXIMUM. MULLION SPAN DM MAXIMUM MULLION SPAN (D) ©4Y6"xt/4'MULLION Gi 4'x0Y1/4'MULLION G2 Cxi'xl14'THICK GQ' FLANGE) MULLION ©4-AN1/4'MULLION Gi 4'x8"x114' MULLION G2 4-x]YI/4'TNICK FLANGE)MIJILLICh o�mail PANNp _Yn0 Ja,O ♦O.0 M��L MI FGOM IT-O' 13'-0' IT-0 V'-O' 12'-0• 12'-0' 13'-G' AOp�X (OxI) SE' 0 ma 10.e 0010'-11' WA 0.5A MID dA )Sp _i8A EW 6t0 00.0 ,gyp 1M.0 ¢aura IMULKYNSP (8)' R'-0' _ lx'-0 IR'-0' 12'-0' 12'-0' W-0 13'-0' 11'- '_..- 0 Ix'-0' It-' 11 -0' 11'-0' 11'-0' 1]'-O' ORILMAnON II btl ORlEllrxnax 11 0) pglENfmpry 1 CRIE_W_A7v A2 O,,,AM. #I IFt ON Dfool x /z ) awrNNAnpry /1 oPlDRxnpx z 0 DPIENr npx 1 afiENrxnOx I : N OPoEMATaN F2 END II'-J' 10'-)' 9'- 10' 9'-]' 0'-9• B'-♦' B'-W ]'-0_ ]'-I' 6'-II' e•-e• 8'-e' 6'-4 INTERIOR W-6' 10'-11' 10'-3' 10'-I' 9'-S' B'-3' 6_-I I'_ 11 _0' D• 6'-t' e,_2• 8'-0' )'-10' -0' ENO 1 9'-9' B'-]' 0'-B' 8'-P )'-10' )'-6' _ 7'-3 6'-I1' 8'-0' s 0'- ' 6•_J• 6'-1' S'-I1' S_B' INIMIIOR Iz'-e• IY-6• 13'-5' IS-0' W-0' 11=C _II'-0' 10 =8' 10'-6' 10'-3. B•_B• 9'-]' B -0 a' 1. 0' END 1]•_5• 12'-e' _ 10'-11' 10'-4' B'-10• B•-!• 0'-1' 0'-9' B'-5' e•-r ],_ it• ]'-B' ]'-0' 6'-B' INTENDS 12•-e' II' -II' 10'-11' 10'J' 10'-]' 9•-11• B' 6 B'-!' 0 =,:' 9'- a'-10' 6'-0' B'-J' 7'-10' N 10'_ ] 10'-O' T-8' 9'-1' N-9' 0'-6' 0•_]• 0 -0 J'-8' r-x' J'-0' _ 6'_B'_ 6'-6' RIIERIOP 1T-0 1]'-6' 12'-8' 13'-6 8 12'- ' l2'-6' 1y_6• y 0- e I3'- ' 2 _e• 13'-5' 11_-9' 11'-fi FNp 12'-e' 1]'-8 II'-10' I1'- ' 1 l6'-)' 10'-1' 9•_ ) B'-]' e''J' e'-t 9•_I• ]'- __ O B•_ 0 ENO 11'-] 10'- ' ♦ B'- ) B'-0' B'-8 B'-I' )'-9• ]'-!' )'-3' 6'-I1' 6•-B' y_ ♦ 6'-]' 0' 5'-10' INIEgIOP 12'-6' IY-6' ,3'-6' ]'-0 IR'-8' 12'-6' 13'-6' IT-6' IY-6 11'-6' f3•-W 12 -8 12'-6' .2' ' IY-P ENO 0-9' B'-Y 0'-9' B'-1' )'-10' i'-e' )'-]' 6'-11' 6'-8' 6'-]' e'-1' S'-I1' S'-B' IN)ERIOq 10'-I I' V-11. 10'-5' 0'-8' B'-5' B'-3 0'-II' B'-B' B'-6' B'4' 0'-0' i'-10- )'-B' J'-0' ENO 9'-9' 9'-2' 8'-B' 8'-1' T- 10' ]'-6' )'-T 6'-I I' 8'-B' a'-3' fi'-J' 0•_ S'-1' 11' 3'-8' 8'-6' INFERIOR IY- lY-6' 1R'-e' 12'- 0• 11'-6' If'-4' ry•-0 10'-9' 10'-8' lo•-J• 10'-1• 9'-11' 9'-8' 0 -)_ B'_t• FNO 11'-0' 11'-0' 10 4 9'-10' B'-!' 9'-P B'-9' 0'-5' e'-x' ]'-I1' )'-0' )'-6 _ )'-♦ ]•_1- all N'-I I• 10'-I I' 10 )' 10'-l' p'-11' p'-S' B'-J' 9•-G• 0'-10' B'-1. 1. B'-B' 0'-3' e'-J' EMD 10' 0' 9'-0' B'-1 B'-9' 8'-a' 0'-J' 8'-0' V-10' ]'-0' J•-1' Y4' J'-0' V-10' 5'-5' I3'- 12'- 12' 11' 11•_ 13' 11' 13' TX 12'- 13' I]'- 2- 1v- OR ' ' ' - ' - END 11'-J• 10'-1' 9'-T 9'-0' 6'-0' 0•-1• )'-B' )'-S' )'-2- e'-I I' e'_6• 6 6'- ' I.-,. 6'-1• e'-fl I NTEPIGP Ip-6- 13'-6' 12'-6' 12'-6• IS'-6' ly'-6• 13'-e' 13'-e• 12'-5• 11'-e. 13'_ - 0 x•-e' 12'-6' 4'-p' IT-6' N.0 W.0 !OA WA A.0 )D.0 710 11'-0'>--♦' Ix'-0• ly'-0' 12- • a I2'-O' 1T-O' w+^ 00.0 0!A 1610 SCHEDULE ID' )LIMITED LOAD. MULLION SPACING b SPAN INSTALLATION FLOOR TO CEILING [TRAPPED) MOUNTED MAX SPAN IN, FOR END & INTERIOR MULLIONS FORA GNEN ASO DESIGN PRESSUREf II AND FOR I2'A")CAS[ II80'0"(CASES181n MA%MULLIDN SPACING IM NDDL p siN "MILLON MAXIMUM MULLION SPAN (FT) G 4'xG'x114' THICK' MULLION G1 4'xB'x1N'TNICK MULLION G3 2'lrxI14'THICK MULLION wmNa w"OHD Ara II (fit D., Ii (0)t IMI II !it ATa II tit o'Do q5 1 (0)t Aa N (4i la 1 l01t ENO INNERIOR END IMERNR INTERIOR ENp RREROR bA I2'-0' - 12'-6' 12 -1'I]'-6' 12'-6' I2'-8' 11'-11' 12'-6 tY_6• 11•_6• 11•_a• 12•_6• 11•_O• GSE I 0.0 I2'-0• lO.p IY-0' _ - IY-p' 1 la_4' 610 I2'-0' _ 11'-6- 9'-l0' ..-IT-J' 13'-6• 11'-p 50.0 12'-0' - II' -a' 9_5' e'-II' Iz'-6' W5 IT-0' - W-A mo _V-0' - 12'-6' 12'-6- 12'-6' 12'-0- 11'-0- .9 6'b' IY-W 12'-6' 12'-e' 12'-6• 11'-V 0..0 IY-6' 13•-6' 19'-6' IY-6' 11'-0' UgL ♦10 9'-0' - 12•-6' I2'-6' E0.0 6'-0' - Ix'-6' 12'-6' 65.0 6'-0' - 12'-e' 12'-6' 11'-r 12'-6• tltp• MA B'-a' - 11'-3 12-3 II'-4' 13•-2' 11'-0' 19'-0'_ J0.0 6'-0' - 9'-a- 9'-0' 9'-0' 154 B'-0' - 9'-0• 9'-0' 9'-0' 40A 0'-0'. - 8'-0' 9•-p• 9•_0• g•_p• g_p• 45.0 no V W.0 B'-0'-D. 9'-0' 0'-.. 8•-0' e'-0' 0=0' 9_0• 1.-0 . 9'-0' 8•-0' 9'-0' 9'-0' 9'-0•9'-0•W.0 _ 9'-0'-9=0 8'-D' wo. 'NOTE: USE Vd IF ANCHOR CONSISTS OF HILTI, INC HUSH SCREW OR POWER FASTENERS, WEDGE.BOLTANCHOR. SEE SCHEDULES 1 & 2ON SHEET 10A • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF1PRWffiTD" SCHEDLINT(TED LOA ULE 2b' (D. MULLION SPACING B SPAN INkTALLATIONI WALL MOUNTED MAX. SPAN IRI FOR END& INTERIOR MULLION FORAGIVEN AS.D. DESIGN PRESSURE RATING ID 9 M AND FOR 12'-0" fCASE II & '.0' (CASE III MAX MULLION SPACING Ifll • K6I>IMTxN NDX ADA. Dural uAA1mAN MfJ(IMUM MULLION SPAN (R) G 4'xBY1/4'THICK MULLION U4',c8'xIA'TMG MULLION G3 2'xTx114-THICK RUANGIBMULLIGN um ws) mAarNMENANN II at DN.TW I (01 W6TON 11 �t p611xN N 44t c nIx ! t 4D9N II (-at 11a (u)t END INRRIDR ENO INRRIOfl 1t NOR END INV RDIR 12'-B' I1'-6' 12'-6' 11 -1- Ix'-6' 11'-e' II'-♦' 11-6• 11•_0• GA f _400 V'_O' 12'-0' V-10, 10'-3' 1'-0' _53J)W0 MUD 12'-.' H-! 9'' -I _13-a' 71-0it 7'' -0 9'♦ 9 12-B' 1'-0' no 9•_0• g'_p- q.. _1 T p _ 9'-W DSD B'-O' 9'-p• 9•_0• 9•_D• 9. 0• S,_0• _ 40_0 ♦ H'-0' 9'-0' 0'-0' B'-0' 9' 0' B'-0' 6M10 B'-0' 9'-0' 9'-0' 0' 9'-O' ugP H-0'' 9'-0' 0' _ M.D _ 0' WA B'-0' - B'-11 9•_0-__ 9. 0• _ 9•_0• .. 610 B'-0'__ - H'-0' 9'-0' _H•__0• 8 =0' 9' 0' n0 B'-0' . __ .-B'-D' 9' D' -- 9'-0' 91D R'-0' 9'-0' 9'-0' _H'-D• 9'-0' 9' I W.O B'-0' - 9'-p' B•-0' B•-0' B' 7 0301] TUTC..6. C 0 INC. RORIDA BUILDING CODE Nau BILINONE CMwI 9f. LG IDt/D INC. m 17-244 on ]f a M SCHEDULEic FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (p.s.f.), & A 7'-0" MAX. MULLION SPACING (ft) 4 uAX B�Iswr1 (a•]4 �l MAXIMUM MULLION SPAN(R) 114f �') IAJUX1H (e 3 MAXIMUM MULLION SPAN (9) ©4• 6k1/4•MULLION G1 4'XBNIMR MULLION G2 4trxl 4' THICK (U'FLANGE) MULLION ©4'XB'X1/4-MULLION G7 4"xB`41/4'MULLI N Gl 4U E)tWTHICK ORIfM/.11pN 1 ORIDRATOH 12 OMDITA110M #I OMEMAPON 02 ) ORIEMA]ION 11 OMEMATION /2 ) ORIENTAMN /1 ORIEMATION 12 ORIU4lAW it ORIENIA N /3 ) ORRNMT10V 12 ( ) No omaoR ENO IIB A No IN 11 No IMERNR No ENO N R. No INIflUOR MO ItiTmvt ENO IM6AIOR NO I MINg1 NO IMRIOU w 7'-0' 12'-6' I2'-8' 12'-B' IT-6' 12'-8' 12--T IT-T 12--6• 12'-6• 12'-0' 13'-6• MA ]'-T 12'-6• 1 '-0• 11'-8' 12'-6' 12--6- 12--6' IT-5- 1 tTb 12'-6- I1'-8- MA 7'-0- IT-6- 12--6' 12'-6 IT-6' 13'-6• 12'-6- IT-6' 12'-6' 12'-8- IT-6- 12'-6• ]'-0' IT-6- 12'-6' 12--6' 13'-6' IT-6 13'-8' 12'-$' 1 IT-8- I1'-6• 12'-6' 7'-0 12-6- IS-8' 13'-' 12'-' 12'-B' W-T IT-8 IT-6- 12-0' 2'6 2'0 ]'-0' e 26 12_e• Il•_6• 12'_! 12•_E• 12•_6• 1]•_e• 1$•_6WA 46.0 ]'-T IV-5- 12--0 IT-6- 12'-6' 12'-6- IT-6- 12--6- 12--6 11'-5- IT-6' 12'-6 011LO )'-W 12--6' 12--0 IT-6 IT-V IT-6 lV_T 12--0• 1 12--6• IT-B• If-s' SAO 7'-0' 12--6' 11--7' 12--6' 12'-8- IT-B- 12'-8- 12--T 1$'-6' IT-0' 12'-6' I$'-T T-0' T-6- II'-]' 12'-6• IT-B' 1$'-6' 12'-0' 12'-6• 1 12--6• IT-V 12--6' SAO 7'-0• I1'-6' W-J' 12--5- W-8. 13'-6' 12'-J' 12'-T 12'-6• 12--B' 12'-B• 13'-B' w 7'-0' 12'-6• W-S 12--8' 13'-T 12'-6• IS'-]• 12'-0' 1 11'-6' 12'-6' W-6• 80.0 7'-0 12'-6' 10'-II' 12'-6' 12'-6• IT-6. W-W 13'-6' I2'-6' W-8- 13'-6' 12'-6' ,0_ 7'-1. 13'-6• 1O'-I ' 12'-6' 12'-8' 12 -B W-I I' 12'-6- I21-6' W-6' IT-6' mo 7'-0' I1_B' IT-6• jr-,- 12'-T 13'-8 II'-]' IT-6' 1$'-6' I1'-0' 12'-6' 12'-6• Qp'.AO__ 7'-0 1T-B' 1e'-0' 12'-1 12'-6' IT-6_ W-J- IT-6 13'-5' I1'-8• _IT-6 70.0 ]'-0•_ 12'-6- 10'-5' II'-6' IT-T 12'-S- 11'-T IT-6 I2'-6- 12--6- 13'-6' 13'-6' 7'-0. 13'-6' to.-S' 11'-6' W-11 12'-T II'-T 11'-5' 11'-6' 12'-6- IT-6' i0 )'-T I2'-l' 10'-T IT -II' IT-T 1T-6- W-T W-I1' 12'-6' IT-e' 12'-S- 13'-6' 7&0 ]'-0' 12'-l' IT-2- 10'-11' W-6' 12'-8 II'-0' 11'-I I' W-T iT-6• I2'-e N.o 7'-0' II'-6' 9'-1l' 10,-6' 12'-4' t3'-B 10--10' 11'-!' 12'-B' 12'-8• 11'-11' 7'-0' I"-8' 9'-11- 10-6. 12'-4' 12'- 8 10-10' II' 6' 12--6- II' 11' 12--6' N.0 ] -0' 11'-V 9'-9' 10'-T -1' 12'-B• 10'-7- 11'-0 12'-6' I2'-6' II'-10 _IT-8' 12'-6' J'-0' 11'- ' 0'-9' 10'-1' 12'-P IT-5- 10'-0' IP-0' 13'-B' 11'-4• IT-6- 7'-0' ' 9'-10- II'-10' -T lop-5' 10'-8' 12'-e' IT-2- 12'-8' 7'-0' 10'-T 9'-10 11'-1C' I1'-11 10'-5' 10'-8- 1T-B' 10'-10' 4'-6' am OSA 7'-0' W-J' 10'-2' 9'-6' I'-]' 11'-II' %I 10'-1• 10'-4' 1$'-B'F... -0' W-10' 10'-5' 12'-B' ]'-0' 10'- ' T-] 0'-T 9' B' I1'-]' 11'-I1' 10'-$' 10'-4' 12'-8' 10'-5' I]•_6• Iwo J'-O' 9'-10' ' 9'-J' 11'-S" lT_10 10'-1' 12'-e'-!' 10'-I' 13'-B' ]'-T 9'-10' B'-]• B'-]' I1'-5- 11'-8' 10'-0• 10'-I' 11'-8• 10'-1' 13•_8• IM-0 MA )'-0' 9'-6 9'-1 11'-]' W-8' 0'-g. 9'-10 13'-T-1' 0'-B' I3'-6' ]'-0' 9'-6• 9'-1' 11'-]' 11'-] 9'-T 0'-10' 12'-B 0'-B• IT-B' IIOA 7'-0 1' 9'-10' 11'-1' lo'-1' IP-10' 9'-9 9'-7 11'-B'-0 9'-6' 11'-6' 7'-0 9'-3 T-I B'-II R.-Io. II'- ' 1 IO'-10' 9'-9' 9'-7 IT-6' 9'-S 1]'-6' ]'-0' g,-J 9'-0' ' 8'-]- 10--]' 9'-]' 0'-8' 9'-1' 11'-6 pi ]'-0' 9'-0' 8'-10' 6'-)' 10'-ll' 10'-7' 0--> 9'-S• 0'-1' I11&0= iN.O ]'-0' B'-9' • B'-5 W-1I' 10'-9• 10'-]' 9'-5'9'-J I12 T-6'-S' 13'-B'-2 9'-10' 13'-B' IMA ]'-0' 0'-9 S'-8'8'- S 10'-9' 0'-S' 9'-]' IT-8 IT-T 9'-7' IT128A i'-O'B'-6' ' B'-$ I 10'-J' 10'-0' 9'-4' 9'-1' 13'-6'-11' B'-T 13'-8' ]'-0' B'-B 6'-J 8'-1' 10'-J' 10'-] 10'-0' 0'-1 9'-1' 13'-6' 6'-]' 13'-6' INO )'-0' 8'-4. 0'-0' 10'-6 9'-T9'-3' 0'-11' 11'-6'-9' 8'-S' 12'-6 ]-0' 8'-4' B'-S 8'-0' 10'-6' 9'-9' 0-2' 8-11- 13'-B'I= ]'-0' B'-2- - ]'-9' lo.-'-T9'-1'B'-9' 12'-6'-6'8'-3 11'-6']'-0' 8'-T 8--4' ]'-T10'-4' 9'-'''''1T-e'140A ]'-0' B'0.' T-] 1o'-I' 9'-4' 9'-T8'-)'12'-B'-4• B'-0' I2'-0' ]'-0• B'-0' 8'-J• T-)' 10'-]' 9'-4 B'-0 B'-]'146.0 ]'-0' )'-10' • J'-5' 9'-9' 9'-2' 8'-10" 8'-6' t3'-8'-3' ]'-IO' 13'-8" J'-0' )'-10• B'-2' T-S• lo'-1' 11'-3' 8'-l0' B'-6•IN.O ]'-0' ]'-B ' ]'-4- 9'-S'11'-T8'-9 8'-4- 1T-e--I1' ]'-B- 12'-6' ]'-0 ]'-0' B'-1 )'-4' W-0' 9'-0' 8'-9' S'-4- 11'-8'IN.O )'-0• T-6• )'-2' 9'-2• 8--10• B'-1.8'-J' I$'-5'-1.]'-6' 12'-6' 115.0 ]'-0' )'-6' 8--0' T-]' 9'-10' 8'-10' 6'-T B'-]• 12--5•INA ]'-0- J'-f 1' ]'-0 e'-10' e'-B 8'-0' B'-1' 13'-T-8- ]'-5' IT-6- 1NA 1 7'-0' 1 T-4' I ]'-ll' 7'-0' ULLION MULLION SPACING: "S" -MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.5.0, DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. j MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. P.E. 02011 lXF C. co FLORIDA BIAWNG 000E Nav 1626 5 W. PoR] el. MNnI 9R LC. INC. B n 17-244 6Mnx4 xa Sx[[l 16 V M