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HomeMy WebLinkAboutSET UP-INSTALLATIONt. I�COLOSHUTTER TCMMHPoMRbVERTD FORCOMPLIANCE n'. NW2U6 ROLM1MSMMREV -DARE /BROWARD C(UNR'S). DESIGN WIND LOADS SNUL BE DETERMINED A9 PER SECTION 1609 OF SHE ABODE MENWNEO CODE. FOR A BASIC WHO SPEED M FIVARRED BY ME JUREDICTN)N "ME THESE. SHUTTERS WILL BE INSTALLED FOR A DIRECTRINALNYFACTOR M4LO.A,USING ASCE 7-10 FOR iWIALATIONS UNDER 2017 MC AND SWILL NOT EXCEED ME M,VUMUM (ASA.) DESXUJ PRESSURE Nook OOYAIED ON SEEIES 1S THRU 16 h 20 NNW 26, IN ORDER TO VERIFY ME ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS OMMURNM PER ASCE 7-10 SMALL BE FIRST REDUCED TO AS.D. DESIGN WIND LARDS BY MULTIPLYING MEN BY Oh IN ORDER TO TO COMPARE CARE W/ MAX, (AS.D) DESIM PRESSURE RATINGS INDICATED ON SIECIS 15 MRU 18 h 20 THRU 26. 2. N ORDER TO VLMFY THAT COMPONENf3 AND ANCHORS ON THIS P.E.O M TESIED WERE NOT CYEI STRESSED. A 33X INCREASE IN ALLOWABLL STRESS FOR WIND LCM WAS NDI USED IN 'MDR ANALYSIS. FASTENERS SPACRICS M WINO NAYS BEEN DETERMINED IN ACCORDANCE WIM N.O.S. 2015. NAUTILUS ACCORDANCERwWITH+�ON 18�09,11'OFETHE MILCY K MENTIONED CODEUAS RESISTANCE TEST LAB F SSam IN FLORIDA. ST IAtOIATIN S FON WIND ZONEESS 1. 2. 3 b 1M MT�IE TTP� 0 AN� NI µMPUMBL1E TO BBAiG PROTEEC ON INSTALLATIONS, AS DEFONED BY SECIIDW 6.2A.1, 8.213 µ0 6.3 OF ASAP E 1995 SEE WOODS 10 O 20 FOR ADDITIONAL LNDTATI M5. 3. AU. "MINUN EXINUSOIS SMALL BE 6063-TES ALLOY (UNLESS OTMERM9E NOTED). SEE SHEET 2. A. ALL BCREIVB !EXCEPT END RETENTION SUEWECIT TO BE STAINLESS STEEL 304 OR 316 SERIES WOH 50 W. VIEW ME AND 90 EM TENSILE 51PENCI�'DR CORROSION RESISTANT COATED CARBON STEEL AS PER OR WGUL ALL S.D.B. ARE 1E1K SCREWS MANUFACTURED BY RW IS1UEX 6 SMALL COMPLY W/ FLORIDA SMIANNO CODE SECTION 2410,3.A S. BOLTS TO BE ASTM A-307, GALVANIZED OR NISI 304 OR 316 SERIES STRHLRS STEEL WITH 36 VSI AIGLUNN NCO STRENGTH. 6. NUUMIUS ROLNG SUMMER SYSTEM SEATS U.S. PATIENTS 16495,225.µD /7.409,980. T. µCNORS TO WALL FOR(E)SIDE RAIL SMALL BE AS FOLLOWS. W TO EXISTING FORBID CONCRETE MIN. 3000 P.F.I. CGMMESSNE STRENGTH -8/16'0 TAPCON A ANC RIMS AS MANUFACTURED BY RW BUILOEL.INC. _3/Bb MINK SMY 3 M'CHORS AS MANUFACTURED BY TURD, INC. AI) UINI�M�UU ENSEED�UENT ICAO POURED CONCRETE SHALL BEp }� NaI EJBEOUFNT iINTO TAPCON STUN BeRSOWMEPED AS PAR OF NNE REQUIRED COHERENT. A2) WNMM EDGE DWANCE ".) HMO POURED COHOEE SMALL BE: 4' MR 5/16'0 TAPCON ILL ANCHORS N S' FOR 3/6.6 KkK BOLT 3 ANCHORS. EDGE QWANCE IS BEANO AM' FINISH MATERIAL. A.3) IN THE F�.1GSANG WMU- OR MOOR µCFOWRS CSUA L BE OR E KO GNHM REACH THE EER ON AINNS BE FOUND BEHIND SUCH PANELS. (0) TO EXISTING CROW FILLED CELL CONCRETE BLOCK DIAL: ASIM C-90 -5/16.0 TAPCON R MCHDRS. AS MANUFACTURED W RW BUNTER, INC. 9.1) MINIMUM EMSEOJEM OF 5/16'0 TAPCON RE ANCHORS INTO THE GROUT PALLED CELL CONCRETE BLOCK UNIT SUNL BE 2 1/4•. NO EMBEDMENT INTO STUCCO SMALL BE C(MOMED AS PART OF THE AUNMFD EMBEDMENT. 0.2) MINIMUM EDGE DISTANCE (EA.) OF 5/16'P TAPCON 1R AAONCRETE :MORS INTO CROUT FILLED CELL C BLOCK SMALL BE 4', EDGE DISTANCE IS BEYOND ANY MISR M`RR 8.3) D ON THE EEOSCASE i CT PRECASt WALL FWQR PRECAST CONCRETE OR LONG ENOUGH TO ELS,�&N ME MAN STRAR ORS BE URE CJSOUND SUCK PANELS. (C) TO EXISTING WOOD FRAME BUILDING: SPRUCE PINE-FIR-SGUTH (G-0.30), DWGUS-FIR-SCUM (G-0.46) OR SOUTHERN ME /2 W/ G - 035 M. -5/16.0 INPCON XL µCHOPS, AS MANUFACTURED BY TIYI BUIDEX, INC. CA) WNHPA EMBEDMENT OF TMCON XL ANCHORS. INTO THE WOOD FRAME UNIT SHALL BE 2 1/4' PHYSICAL THREADED PENEIRAVON, NO EMBEDMENT INTO FINISH MATUM SHAY BE CONSIDERED AS PART OF ME REOUAM EMBEDMENT. C.2) MINIMUM EDGE DWARM (EO) OF TAPCON ARMORS, MID WOOD SHALL BE 2 1/4'. EDGE DISTANCE IS BEYOND ANY M191 MATEHUL. C3)IN ME ME EEXISTTING THAT PREOR Fly PAATJORSSi1COMMBLOAD ENOUGH TDRIM O RFC THIS OR PAVERS STTRRUCTURE BEHIND SUCH PANELS SCANNED BY St. Lucie County B, µMO NS SHALL S.' NST A FOLLOWING ALL OF THE RECOUND MTICNS AND SPECIFICATIONS OF THE µMOR'S MANUFACTURER. 9. ANCHORS REOOIRED FOR STORM SANS CORRECTIONS SHALL BE AS SPECIFIED ON MINEABLE SECTIONS SHOWN ON. SKEET 9. -3/8W 1/4• CAM( -INS MANUFACTURED BY POWER FASTENERS. INC. -//4'0A3/4' SOD -SILT MANUFACTURED By IRK ILL PO. INC. -3/8'0 LIMN BOLT TZ MANUFACTURED BY HALM, INC. -5/16.0 TAPCON MANUFACTURED BY ITW BURDEX. MC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED µCKORS SMALL BE M INDICATED BELOW OR AT ASUW MENTIONED SHEET. EDGE DISTANCE AND GIBECNEMS ME BEYOND AM FINISH MAERUL. EMBEDMENT GROUT BLEED OR ANCHOR SPACIN'C O lwt EDGE DISTANCE 0 IDOR .CONCRETE CONCRETE BLOCK 3/9-FNl 114- CALL -IN 3 3/4' 4 Ir2' I 1/4- (30M paq NOT ALLOWED 1/4%3/4 SCITD-SET 3' 3 7/8' (JDDD pAI) NOT ALLOWED 3/9'0 KMN BOLT TZ B' 4- 2 1/2' (3000 pM) NOT ALLOWED 5/16.0 TAPCON XL 3 3/4' 3 1/8- 2 1/11 (2899 TIN) NOT ALLOWED M ANCHORS REQUIRED FOR. MULLION CONNECTIONS SKILL BE AS SPWMED ON APPLICABLESECTIONS SHOWN ON SUMS 10, BOA it. HA 12. 12A U 6 Ilk -MINK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILA INC. -HMS-H SCREW µCHOP MANUFACTURED BY HRTA INC. -WEDGE-BOLT µGKOR MANUFACTURED BY POWER FAS IENER8, INC. MINIMUM EDGE DISTANCE AND SPACMO FOP ABOVE MENTIONED ANCHORS SMALL BE AS I,VDIGATED BELOW OR AT ABOVE MENTIONED SNDET. EDGE DIMµCE AND EIBEDUENTS ARE BEYOND ART FINISH MATERIAL. EUBEDMEM D IOOIT GROUT FILLED OR ANCHOR SPACING O ROOK EDGE DISTANCE 0 1COR CONCRETE CONCRETE BLOCK 3/4'0 KWK BOLT TZ 2r 9' 4 3/4• (JOIN. PNi) NOT ALLOWED 1/2"0 HARK BOLT TZ 2E 1/2• ) 1/2- 3 1/4- (3000 PS) NOT ALLOWED 3/8-0 KWIK BOLT R 6' 4 J!A' 2- (3CDO P51) NOT ALLOWED 3/810 HITS-H SCREW 4- 5 2- (3000 PSO NOT ALLOWED J/0Y WEDGE -DOLT 4 1/2' a Ir2' 2 1/2' (3Wp PS NOT ALLOWED 1/2.0 HHN SG'D'OR W.GQ BBf 6' 6 3• ((3000 PS NOT ALOWED 5/8.0 HBHI Txsv LR RTC SOZ ) I/2• ) 1/2- 2 1/2- C3D00 PS NOT IILLOWED 11. ME INSWLAMON CONTRACTOR IS TO SEAL/CNULK AEL PRODUCT COMPONENT EDGES WHICH REMAIN IN C(N'RWOUS COMJLT WITH THE BUILDING TO PREVENT WIND/RNN INTRUSION. CAULK AND SEN. PRODUCT TRACES ALL MOUND FULL LENGTH, 12. W SHALL BE THE RESPONSIBILITY OF ME CONTRACTOR TO MEN" ME SOUNDNESS OF ME STRUCTURE INHERE PRODUCT IS TO BE ATTACHED TO INSURE MOM µCHORAOE. THIS PRODUCT SMALL ONLY BE ATTACKED TO CONCRETE. CONCRETE BLOCK OR WOOD MAINE BUILDINGS, 13. THIS PRODUCTS INSIALATION SMALL. COMPLY WITH ALL SPECS INDCAT£D IN THIS DRMMG PLUS ART SLIMING ANTI MING REGtnwMMs PRV2UIED BY ME JURISDICTION WHERE PERMIT IS APPLIED 70. 14. LIFTING MECHACSU NOT PART CA TH6 APPRO✓AL 15 9 THUS P.E.O. PREPARED BY ENGINEER IS CENERIC µ0 DOES HOT PROVIDE INFORMATION FOR A SITE B FC MQUECT. I.WIRM ME SITE VOTONS DOMTE MGM THE RED. (D) RED , PFOR TO BE RESPONSIBLE ROV,OED HE/SHE DOES HOTCDDMTER THE �MGM THE PURCHASE MO CONDITIONS DETAILED ONM INCLUDING MIS DOCUMENT. CONSTRUCIO SAFEI)f OF MIS AT WCUfTIFT IS ME M65 CONIRAGTOR'S RESPONSIBILITY. (P) THIS P.E.D. W11 BE CONSIDERED IAAM IF ALTERED BY ANT MEANS. (d) SIRE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED M MEER OR ARCHITECT WHICH WILL BECOME ME 0000 R OF RECORD (EOF.) FOR RE MILIEU µD WIND CALL BE RESPONSIBLE FOR THE PROPER USE OF ME P.EB ENGINEER OF RECORD. AC LINO AS A OELEGAIED M TO ME P.E.D. ENGINEER. SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR BERM. (0) THIS F.C.D. SHMUEDB� ME MATE AND ORIONAL SEAL AW SONATURE OF ME PROFESSON4L ENGINEER OF RE=D THAT 16. PRODUCT MANUF 1ANEL SMALL BE LOCATED ON A READILY NISOLE LOCATION AT PRODUCT IN ACCORDNCE WITH SECTION 1)09.93 OF RGAtM eUED)0D' O(yA'M SNAL BE RACED. FOR VARY OPENING. U9WNG TO COMPLY WITH SECTION 170.9.2 OF THE FLORIN ITUR WAT CODE (Hen w h Vw 11 R.Piee6P @D SIDE RAIL i nulaIIWMPLNLCr wue vr•r OF TRAPPEDANGLE wM.nuwelu«uvor b:u[ 14•r N6 N7 Re 1t9 N4 ,an•. T�I .w•� � 1' %• r j ` i 113 © 418MULLION FNLANWMMIIIIOY w„ ae.r r�,OEFML A apt .14 • j y .X rwyy� ® BTA MAW /11141N1YNI 6pLP 1lYe1•. V-J BASE SST. OETL6 Wl014OlYlOY VA[YY•Y •a0Y vav .In• � .nv tl _ 1 � J OE BUIL"UTTUSE r%snuumamulov {CLL! uT.1' © WWWON V4Ll6HINaMYKIkY Y.4f dP•Y COMPONENTS E1 BUILD-0UTTUBE SOXmiSFFl, W-1 m ® 47MUWON�.�•;�Epp+r/1G r NOA4167 ,t �Fm ,ar wskyFFssvm,e n:ivNLlexnu.ellFVMvgrtaxv � OPTION o��,�jIw, si jsm lE%SfFH:60FW l lY `�• ACETALBUSNING '** M[w®Lu9nww� u maFvmwsmal TFf5Lf5TIF691TY[1R41HLC IIPAM1bM419:69 W ®N'JIO� WMI:IE Wt ©RETAINNO SYSTM SCREW 4 BUSH LNG wLe1v.- ® U3�ILDIO TUBE munn++waavmlar 1 �! 114'0F3N•NWU� N%TEK—v GW90NSlFE: 1 �, w,I81P.1' b J OI 5/1C0 RWRUROEXTAaCON XLANCNOft. CMIB0116Rft df/1F:.IP+Y IIE wll� (J ]IBOW17I. INC. KWW BOLT 3ANCHOR fM80I161FEt svucle••r csou rLvaa vlc IL QK STORM BAR �IT6NaMlIW PL101 Fuaslm•r F PJDA BULUNO CODE (Nan son VO"4, Bank. Z.1i Nautilus" LG RoN6Lq 56vttnrSTs%m M�yr�.F EXPERT SHUTTER SERVICES INC. on 1aFa sr, m.movFsxnr 17_244 1wa kxl elaacv . nc P+A m 9aFF'i 6% 1 SIDE04DCAP 2 HOUSING (BACK&T0P).040THICK 3 HOUSING(FRONT& BOTT0M).040THICK 4 SPRINGBRACIO=T 5 SPRINGASSEMBLY 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL (MAIN SECTION) 8 SIDE RAIL (COVER SECTION) 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS'1-10 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING, GEAR & MOTOR BRACKET BOLTS 16 HOUSING (SACK & TOP) FASTENERS 16 SIDE RAIL (MAIN SECTION FASTENERS 17 HOUSING (FRONT & BOTTOM) FASTENERS 18 ENDRETENTIONASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MMOCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 22 GEAR- PLASTIC 0R 2AMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKETWITH BEARING & Y/7 T4u;� END (TyP. En. END) & Y/7 �(AT SC4EpfE4 M SMLc S 15 B 20) TYPICAL SINGLE UNIT ELEVATION w/b STORM BARS NOTE; SEE SHEETS 2 & 7 FOR COMPONENTS. NOMENCLATURE. PROCEDURE FOR SLIT IMAL AT(ON GIVEN A SHUTTER HEIGHT: t CASE 1; SNUDER HOONT EQUAL OR LESS 'RIM 11'-0- APPLICABLE TO W ALLATIONS W/O STORN BARS. W/ STORIA OAS OR W/ MN OARS & UMM4 W/ HO0M5 W TB n-o•. (oi CIIPTAWI S START W/ 91 9UTS AT TOP. FCtL0280 BY #2, /B, ._.. ➢RRE . ALL M WAY EON, F.LC11 SLIT i SHALL COtUST OF MIR. ER'E (5) SLATS CE WE SIAT NUMBER ➢ ,LlFtL FOR AORKC SLITS 00MIUMD BELOW /1 SLIT SH BE CONTINUED WL TOTAL SIUREA NEWNT IS COYPMED, OUPNEITY BE DN& WE ITUt EA Y:STALIFD Bc"FDRE mum S T®wY qA W11H $IU11 HEIEHT, P+) BOETON SUTQMUST BE ALWAYS WSr O. tt CAS 2: S4URE9 NEIOM maR TNW 11'-4 APPLICABLY TO Itt$EALUDONS W/O $TORN BARS ME, W/ 09 W/0 1Ay110ts W/ ROWS URSER EHNI O'-0•. (R) CURENN SNNL START W/ )1 SATS Al TOP, V LLOWED W (12. A ..._ THEREAFTER, ALL THE WAY DOWN. EACH SLIT If SW L CW:SST OF M1N FILE (5) SLITS OF NAT SUT NUMBER. PROCECURE FOR ADONO SLITS VKlIIXWARO BROW /1 SLIT BHALL BE CONTBWED UNRL #10_ S',AI IS WSIALUO. AMR 010 SW IS. MSTALLEO, ADDIDORAL JIO SUIS MUSE BE USED TO COMPLETE THE TOTAL ENDITE.R HEW. (0) BOTTOM SAT B@UUST BE. ALWAYS NSEALIEA. TYPICAL .SINGLE UNIT ELEVATION W/ STORM BARS t NOTE; SEE SHEETS 2 & 9 FOR COMPONENTS NOMENCLATURE. N.T.S P END) Nulfic'm i EE DNDCCAR 3 m P NN SE 3 0/ C r (TYD au 1 WeI N sPACNO F-- (SEE ECN UE J..i m SHEETS u, m & 2a) �W-1/10 or G(� Or ® OR W-2/11 OR W-3/12 OR W 4/13 BOX 11 I 11 II II it it 1 II I I I1 II II 11 II II I I Su 2 I SU (3 U $/�4 I I I 1 1 SL L +� eSLt r 3 1 Q 0 1 I I I R 8 •• Or Or 1 ;1 R or R/e 11 ie or - Alm SLAT SPAN I I —1/10 ORW 2/11 OR —3/12 OR W 4/13 Mm. SLAT SPAN I MOx. SEAT SPAN st1EEi 15} SHEETS 15 & IE} SHEET 15} TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W10 STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE.. N.T.S. PRO - O ITT FOR SLAT INSTALLATION ATION GIVEN A SHUTTER HEIGHT; CASE : SHUTTER "MT BOW'. OR LEss THA4 il'-0'. APP'iIMOLE TO 4YSTALLATIONS W/O STORM OARS, W/ STORM EARS OR W/ STORM OARS & NLA As W/ HS,cHrs UP TO W-0'•, (P) D . E v TT/ STwL COS T OF POP. () S ANTS of TiHAT85ui x BET. PO uu E FOR AOWTO SLITS WANWARD BELCH 11 SLIT SHALL EE CWIIMJE UNOL TOTAL VaVUR "Wit TS WMPLEiED. OOAMIW OF FWL SLIT NUUBER m AUM WORE BOTTOM SLAT®MAY VARY Wi.H SHUTTFA's HECGHT. (Oj WTTOu SLAT(g). S? Be AEWAYS wsTN , ~ CASE 2: sNUTTER 0t GHT LARGER THAN IV-O' MPI1O a TO iNSTAMATON W/O STORM OAR AND W/ MULUONS W/ HEaars L ER'RWN IV-0'. (P) CURTNN SHALL START W/ /1 SLIS AT TOP, FOLEOWEO RY 02. 01 .... THEREAFTER ALL THE WAY DOWN. FACH SLAT i SH CONSIST Or FAX (5) SLATS OF THAT SLAT NUMBER. PRCCEONRE MR AWRRG SLITS WWNH'ARD SUM 11 SLAT SHWA % CONRNUC UNTIL 110 SLIT 15 047ALLEO. AFTER [8IO SUI w ItlslL m. AOp1IGNAL 110 SLTS 14ST Or usm TO COuIYEIE THE Tom SIAIM NE1CMi, (>) EOTTCM SIAT©WST BE ALWAYS INSTNLED. ND CAP- ro Ts rs n 4 � hp qa 2 e 0/8 i 41S IS T e 13 (To. I W c� ry R/8 To. Eo. END) O< i R'/8 i Ts n 1 B VWf. STORW EAR SPACL'+G-- (SEE S TO ro.) Dor @ or 0— WA STORM Ew STACNIO EE smaKE ON SECT 22) OR W-2/11 OR for ®or OR W-2/11 j wtx a SRiFG ( K W L x£ScHmAE_ __.--I 1 1® V/9 (DT Su k2 � sun SWS 4 un 5 SUn SLATS 5A n furs =RV-1/10OR W-2/11 OR W-3/120RW-4/121 ({ V/9 5"T Z. SLAT SPAN ( Me. SIAT SPAN (SEE SCHEDULES ON SHEET 15) (SEE SCHEDULES ON. SHEETS is & Is) (SEE SCHEOULEE ON SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION s M(/ MUWON 8c W/ STORM BARS NOTE. SEE SHEETS 2, & 3 fOR COMPONENTS NOMENCLATURE. N.T.S. ENO) LEYIHCaOW B/16'0 iAPCWYa JIL W / PWREO 7 CONCRET °} —5/16`0 7A ORS A. WJ 2 1/4" ARrt. EMDIDIMENT & I'OD✓0060" GllN. "W.I/B" OR Y4'al/B" t/f'¢x3/P STYi BUA-0E% I" $CREWS N.UMINUM TUBE W/ I. O.O.a0.O6U' GALaIM2E0 sIEEI 2 }/A' Ne. EUBEpIEWT� ttiO.O./� SliE4 WASRER 0 2�' os' / WASHER ° & 1'OA+O.C80' S/16'0 TAPLONs n W� 2f' ac. SRTL WABIiEN O 2f` ac. 2 1/4' Mn, F3.iBEDMEM } POURED CONCAVE OR CROU} FRLEO : / mum CONCRETE OR OROUT MIND CDNOREOpt IR. % . CONCRETE BLOCK WAIL REQUUIEO, y WILL REQUIRED. O % �/7 EDGE 0. I oPWEiiwD- > M ( O om", M E WRIG E%1511ND O g _ EXISNNO %C I I (BErpiO (gEYpNp� (e6voND) i i/ l; g P� / ee 3� SG / i f F SEE AlKMOR �EE25 F , 444_ IRIDAESS ON SNEM 16 17 SEE ANCHOR ' OE 6CNEilULx.SN �u Is,1] 7 ID h_i r t & ID 3131 Is, n p S e16 9 / gg'. A. ` UA SEPARABDIN > TO GLASS' MEn, sEPARARDR TO GLASS f € Wiy. SEPAWRIN TO GV (m li(Dlmm (SEE SpRDUIS. EXtOtlaR +� �+ (SEE SFARDNES: I t. CN SHEET 16) ON me 15) a a 3 I3 0/8 0/8 0/8 O 0/8 0/8 d: i.OJB POURED COVCREIE ;. n POlR,EO CONCRETE Ck GROUT EALf,) ✓� t. WI GROUT mco CONCRETE ew=G, ° Rotmo CONOREIE f WNCREIE BLOCK '. WALL 'T' REQUIRED ®"' �. , OR. GNWT FILLED CONC4lTC'BLOCK _t WILL NEWEQD, EDGE 0 / I 3 tlPENINF.II r� [ (, _EHM'.ij A I l Ft $ f1• NIK/EA / _� L 1/2'x1 1/3"xOG62SCDtif. ALUM f - /F.r r !1 /'.. ? La..EA / -#; 1 2 ONi, 5/16"0 TIPCAFK %i W/ E ARW W/ 5/16'f 1000n %L W/ 'T 1 I(A' Wn. WBEDMEIR °2A' o.c. �,...PORRED C0.NCPEiE S/t6.0 TAPODNS %L'W/ U Um. ANCLE µU!!. ANGL£ 2 1{,A' Min, cmeEDM (fcnl Ad Uia) tifPD: 3. 1/f` Mlrt, EUDFWEm j WALL MOUNTING FLOiJRiOEIUNG !TRAPPED MOUNTING EUILRaIR MOUNTING SECTIONS.P:YcE.T,!ltiT •. I ., 1 z. FLORIDA BUILDING WOE (Non TROh W WRy HuW o6e Sons) INSTALLATION DETAILS ON EXISTING POURED 1� 44167 1 r ° °" Nautilus _"_�°" CONCRETE OR GROUT FILLED CELL CONCRETE * E . -¢. �''� IL ECOEE.°. RONR aguors"i'm u/ae/1F 6W BLOCK BUILDINGS } �g/r t —V3{ EL'r IIUUl TC .a I. RWQ CDRIY a�Ra EXPERT SHUTTER SERVICES INC. IUG SA W"L n-2an �(y �� o tiRi`tl, R'••: �. roRr ET„IIlC5, rt. 21aa. M rw� w m 11 mr o m SCA:E: S/16' . T' S Cf w-owsm�aol.com /DArE N¢R A •IinAw u. 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YL-�611j1 iO�Mo�]i9n , ' rxvr+UI`Ii I I. ru; Iml n,asm wwe r DALE P,E, sawi/aiGGtAltiP£/GARCXN Ua..! ,PIaY w. iX[(f 2 tln c mUM Os 17 8 16) -(J s b Po:c orz 1M' sun 1/1: 1 • D 0.Y .SW FLUSH MOUNT OMLIJ TRAPPED MOUNT $ACTION 0ION #1 N) GTION UMLNI4IO 1 ORIENTATION /1 ORIENTATION 2 WALL MOUNT ENO MULLION WALL MOUNT END IULUON `-✓ Jar1r. cil (SEE SOMUS ON 1 cRoui roao---+� (5EE. SDRD'i CN sN[Tis 171 78} I CtlxgiER Bi0.^N $HEM 17 h 1E) HH �^J OYao' t/a'.1H' 0 ns x 1fli V+• mz 1� suv 1n'sw SECTION W/ STORM BARS. BUILD—OUT_MOUNT SECTION P—P (P" BUILD —OUT _: MOUNT w 1 e . ,• ' -INTERIOR M4TWON TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G G1 G2 C. ,- _ v FLUSH MOUNT (WALL) BUILD —OUT MOUNT V SECTIONS 0'-0' MANi INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS SECTION 0'-0' (PLAN) ORIENTATION 81 WALL MOUNT END ULUON WALL MOUNT END h I---i 'A Alin, EA�--{-�- 3'-�W--1 IJ2' Min, E0.-FOR )/"' SOLI -IN M�FIS (4) 3/8'0 CAIR-IN MANORS OR :—.7 M EO.� ��—`i' mi.. EA. FOR 1r, , D T ANCNOfiS (4) t/-0 SOUO-SEi PHCED" AIGR i—+ M E . I wn. f. E-O- i--FOF J/6'0 Krtx Pi R FAFmSIW ANfAiD35 (4) 5/15 0 T WTI EMNRLN uiDgRS CN STORM RAN C PER —5 1/B Mtn. E.D f/a Nin. E.0 FOR 3Ii6b i(PCDN It ANCHORS ff (f) 5/I6'm tAPtfIN xL AKCNDR5.Ii t�3._ ,. SiORG 9aR CONNECTOR, " EDGE OF S5/:fi'm TAPCCN5 XL W/ i 1 SEE TABLE 2 ON SHEET 23 �C ti- � FI � 2 1/4' Min. EMBEbNENT . - i I•.. IT,P, MR h BOTTOM) / @ c. r•0.axanaD• rxv. f. S I -{OK SON wMNER O 24' 0',, xEe'vw 1' 4' Mi (5 T O ST-a0' (60ALLOY) ROLMCOMCRALUWAPUM MEAvoc W (0.3 Ka) 5' Min, 6/18'0 TMC0T5 A Q) 1/4-0-JUS/u4IW&ILIX lE.KTNMK MOUREo H/ 2 I,.• MO BM j.. I I EM6EON 4 �' f —5'-4 (w TOP S, B°RON) L I I 'sT�E£ WASHER GASECTIONS - S 2r 0.c: E 2- O BOX r A K , i I M+uaa ( i' Ain. FOR � BOX �•'?`�^ .I MAID]ZONE-•r4 I 1 "='_• u I DETAIL _ I Y Mrt WR n 1 SE£ SEEP 3 Oi SMAT f4 FOR SPECIAL 411/4' a 2D OR 3/a' *-IS w NE SMEAS VSED JOINTLY W/ WIND 2ONE iREWNFM .3 WMD ZDNEB 1 DIAU 3� ' i i/4'P a ]/a• MID -SET DR 1/8'9 x 1 1/4' CAtI(-fll A4CHOA5 1' Min. FOR RESPECTA LY SMALL BE LEFT 17°6£1HER W/ MCHORS AT THE UE `Y vaNa 2mN ' I STORM WS: Aar MMONED, (SEE DEL A). 1-3t 'I ( EXIONOR '^ SEPARATION TO i� I (2) ANCnOPSO PER GLASS pp STORM BAR CONNECTION, (SEE sCNEbULE3 ON A G 2' MI". FOR I '-'\V) SEE TAKE 3 ON SHEET 23 ¢ 0 SMEMMS 15 @ 16) I 4DNO4ZONE-el D 1(fyp. TOP @ BOROLf) G [ (2) 3/E'0 CHK-4i AICNORS OR. EEPAFATION TO ( 1 t2) 1/0k SOLD- SEi 1NCMORS OR 1 I I - GLASS t (2) 316"0 RAVI SO tr 12 EXPANSIbN �—=4^ ) II (SEE SCHEDULES ON- A "HORS DR 1.; P I 6EYON0 --.:j SHEETS 15 m 16) 1 : (2) 5/16'0 TAFCVJ M ANCNCAS T' EXISTING i Cuss (- K ExtmwR EASDNG i ® ® (6053-t6 ALLOY) 1 jry, ,,, �• IS ALLMINMM ANGLE EA SIDE W/ GLASS R E S1 "�"�" S1 ei/4•m-T4X3�a• nw�wLDEX i4x G I (re. 1ar/mrtc+Qp I ?M1wR°mwl 5` (TIP. TOP u.0 Tibuja SECTION $1 - 81 (TAP roa[�nw)� I (1R510P/ailR6R> .. fl Low E' i' M,rv, j POURED AOriCRGTE r�M ED E°- „1. 1/2'Sif f/2•�A.G62'aWM. ALCM, O O ((Y0-3 V) S .4 AN W/ 3/16•0 '"CONS XL W/ E ....,,. 1UICx REhUIRED 5/16 0 TAPOONS XL W/ �( 1 2 Up Ny, VABEN4R 0 24' 0.0. 2 1/4 14p kYaBEOJ/EM IF'!1 i fJ ! �/� / i 24mA i,10 �p EDGE a,suDl amm a""CIE Lvl. DE Dc_SLA WALL MO U A ffMMAB;E i ] �u READ ! N APAfG 5.>"A+IIs �A{%': FLORIDA BQILDING CODE (RAF M M Y4166nyy, iTmIF. Zane 1/2. Men. E Q'""� ...G 1/2 tan. E.D..-}.-.fOR 3/8•o CKIt-ai AN(nORa 4416. e201T nrtCo urc. 00w, s¢ ] u ED •j =--i7 M'n ED.--l--TOR 1/4-9 SOLID -SET ANCHORS Y �' *'f 7 Nautilus M. E.D— -4 M ED.--;-FOR Ver, MK ow rZ EVER" V*MnS •C� �^^ lk R01tla DTyffOr m i/8 w, ED -l--S -- 3 1/B M I, E.D.-•? fm s/Ta'A rAPtDn xt uJG1OR5 9 y,:Ki ILI 9 5/414 mry.R,2 �.4• •, �.,��, A` lnur Tesrw6 a u,nWFUI.o �o+w.K. EXPERT SHUTTER SERVICES INC. 7-244 FLOOR TO CEILING I TRAPPED AND WALL MOUNTING: STORM TO I TRAPPED AND WALL MOUNTING : STORM BAR a �S/ ' \S IL�IAA :�-+.:E �i+,,,m {af2s sw mDn. RE msR i SECTIONSV NAlE� p w:�aw+Px FW.E: J%I� P.E. S%(r/ rWaM u../ u1ES S181f 9 OIn EWE OF SUB F 1YPLIGPtE1 I T— — PpUREp WHE (fc � S 4a1 SO 8' fln. iMCN 0 �N F� �h a ez 5Y� a 0/8 or R/8 or R'/8 (TIP. Wn. E.O:--rrDR V 3/4"0 K X BOLT T2 k4EDN I ANCNOA EX O END MIT PRETTIER M:RIWNS ©& 4) ( M DON (1) AND END WLUONS©& CI (ORIENTATION 12) FOR (2) 3/4.0 MIK. DOLT TZ PANSION LOn. E.0.-^^ ANCHORS O U2IERNIA NULtKW _(ORIENTATION t2). COOfOf SU8 r WPLIr/B:f or or 3'W11/2-.W-4- (6061-i6 ALL" N.in ANGLE EA. SIDE W/ (2) 3/4-0 THIN) BOLTS'TO fNLUON(O7& (1) 3/4'a Im SOL TZ EXPANSIO' ANCHOR W/ 6' f/,'n. EUBEOMEN TO POURED CONCRETE (TYF TOP & BOTTOM) SECTION X1-X1 W/ n ` (END & INTERIOR MULLIONI (IV/ ORIENTATION 8 11 (6's4°) + SECTION X1-X1 W/ PpJREO CONCR"ciE MAN.) (END 6' MI, iw'cK REO'D. & INTERIOR MULLION) NO/ ORIENTATION IF 1) ED'uE OF 5:/BI L 11 -Elm W IT AP'TK-4AE) M_D E.0. 1( FOR (2) 3/4 . WK BOLT TZ E PANSI ^9' Yn. E.D. ANCHORS O efiER10R 11UWON r" e T(OMEMATION 12). ..1. �r' I xIL ANCI 61 Min. EAR S( " wh E.D.----(- FOR (1) 3/4-9 KAX BOLT TZ EXPANSOY. 11 1 ANCHORS 0 END AND INTERIOR MUWONS (Ci& (DRi AWN Q1 & �2) ANO AND MUWONEC (ORIENTATION 12) �(D �. * "'--T41fi'vA FLOOR TO CDUNG /TRAPPED MOUNTING t MULLIONS n OR SECTIONSwi END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION SCME: ,/6' - I' ALTERNATIVE SECTION Xl-Xt W/ CGi• 8 I 1 I W RINTRN (4"XE ) S4]'NI/2'x0'-8' (6061-TS AUOY). Z31311/2'W-&' (6061-T6 ALLOY) a!um. ANGLE EA SIDE W/ 2) 3/4'o Aem. matE. EA. 318E W/D_((2) 3/4'0 INAD BOLTS TO uUL1A0.4 �jj & 11) j%bBKWI%DOLi�UZ EXPANSION (2) Z/eMCC NWn+ 6' M TL NBEDM WN ANCHOR W/ 6' Min. EMBEDMENT TO R KD W/ 6' TE EMBEDMENT TO POURED CONCRETE 0yP, TOP & BOTTOM) CONCRETE (fYP. TOP & BOTTOM) [WTTOfA) (ENO MULLION ONLY I ,(INTERIOR MULLION ONLYI ALTERNATIVES SECTION Xl-X1 W/ AV ORIENTATION $ 21 (4"X8') tin. E.O. (sEx 5cH[autE EDGE OF SLAB IF AFP!5 i 1 F, 0/8 or R/8 or R'/8 (m OR a a I Mln, E.D. F MPtKAAIEj•—(SEE SWEWLE Yin. E.O. o SCREDUEE g1)'( (` EDGE OF 5U9 IF APPUryDLE RED CDNCREFE SCREEu:tC /1. GO, Q/8 or ALTERNATIVE SECTION XI-X1 W/ 17a (4'x6' INTERIOR MULLION ONLY W/ ORIENTATION 6 2) R/8 or (p) A R'/S (ME X1 (4') (DP. LGP/ Tdd J1'.E (6061-P6 PL A`KKE fA S MSy UBYMULL wR `Eli ' {�EPCE-0r BU IV ARWA tE . NO. F.D. (SEE SCNCOtA€ /1y�(•) ANY v'•D CDn (SEE St - ] WYa{ W.) salEDulE.f1. FLOOR TOCEIUNG 17RAPPED MOUNTING: MULLIONS n OR tFi O SECTIONS W-1 SEE MR (DONRRWR) eq(E4D a CD(RgR) MAPPED RDr11ED R2nO S SUN COWRED BY SCIDOU tp FOR WAULADO4 CRES 1, 1. a D O1 SHUI 25, (RRTD LOAD. MULL" SPACAO. n6D SPAY BntAWOON)'' R4DIWd! Off I - AL'tOE:INL An CNMRWCYA APA.'CKOOM WITH 1W iYA wlta Y RUiBllR k:ODCOGR A SE SCIS'IDRSS /1 a /2 FOR ADDOoeL SPECS #Gum off 4 - RatomE ANO COWERGE Amutm w/ SEDR Pal w2DAR AM Dem PRUMURE PATJD, e-v wxm vium SPACRO. So SOffAAES /1 a p FOR ADOMRDE SPECS. ISINIEI ONE D - 0149ROAL APPMOM FCR 21MO W. W@IW ASD. clsol PRmun R!)40,. B-O' RApWY RWAR SPKNS W SCRIWM /t a /1 FOR � ALTERNATIVE SECTION XI -XI W1 a* 1 1J2•-.1 :..--a•-•.•-i-..•�•--1 I AunnLnc errnnal v1 vs Inn Yn_"pl 0 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS roq"G-q-n. srmE: 11p• . r �90`: ,o,� • SIDE RAIL ai AND BOX NOT lS'CC SHOWN EOk CLARITY v SCHEDULE /1 �1 R6N SAP 1RmsnEu AnnwR me A sm ("P. DPP a Mom) d. AwmA wa ma msuR¢ upu ANOWR 5ro. RRW M MR SCRIV a 3/6'. PpR@ FASIFMR RIXS-R0.l ANCHOR fell©a ®(nRE1Wlg uWAl1S 2 1/2• s 1/2. ORDIGT-0N /2. I • = m25-R a 1/2•. KA,M rA TMm aNNn - BOET AMCNOR fo (00 a R(IENOR) YUW W s' p• r/ CdDIIArAN p. 1/iY mn m Rppt B012 Tz. e y FOR O a ® RREIBON L'ONS Di r2) A ®(ERw woo A/ 2 1(2• 5 W M//i�m 4 f 1/2'll . mWC MB-R 9C e 1 . PDMR rAY"NM - SpIT ANCHOR IOpR�O�.b1a (MD Oq MtER�OR 2' p• ON)KJ pPoFHiAtbN3 r1 tl! 2. ro'P HET NO M MY TZ ONE[�Px FOR C lmm PDCI�I WW OPWAPON 02) a(CNpa w w/ a V+' n p' W. NEW m IP4-N SCREW OR 'A2 POWER rASRWOR C- MY M%ROR la • NOTE ON ip' QN FOD & PNFUUOI 1NlWNS O a 5. B. W/ OR2& �/1 CRO .SCHEDULE /2 4S'W�gICM MRI sup ,RWILSY IKNpP lYP[ a RS mP. 1xOP a pOrlOn YPA mC< IXSTNw1 REM ryy ARgIW L Y ♦ n •• s/8'. l IM R S^AM a s/O'a POIW rA51n1FA 2 W ) 1JY Om? Nam INC, NautilUP us "� f217 444 mlvu s EDGE IF APPLNABIE 2'.MUM10N OEPTM.1/8' Co,L PLUM. TUBE (TOP a BOTTOM) W/ ,/4'0.3/4- ITW BUAEWS DEX TDt SCR �m. ENCA. 5/IOb TAPCDNS XL W/ 2 1/4� w/ I' OZA.00- mvmmm VEMY LN. En. MBEDMVIT 0 24• WtSHEH a 24' 0.0. t 1/2' =•.�,_ r ` EDGE IF APPUCABtE4. q _ I CIXTRMJOUS�^� T 3/4' Min. E.D. 2• EDGE IF APPLICABLE T' CONCRETE (fe = 3ls Mn \) 1o• I a• T-- E.D. C2-1 8- Km THCK RED'D. � ) 3/4'16n. EA. I END CAP �• POURED CONCRETE J 3/4• �. (Ye - 3 kai Min.) POURED CONCRETE ' IAn. E.C. So.+EO. I 8' Min. THICX REO'D. DIIiT00R (t'e 3 k9i Uln.) 4. 09ERM _ `- 4•� I 8- Min. THIDIE REO'D, ; cA�'eAx x'''1x.�' I DRERIOR @OR G1 i r 0 OR Gf � 4. @OR 0@ D W 0/8 Or I v6 or ] 3/1" Mi, E. 2" °' £ I or t. _ s _ 4•.4'.3/8• ((BaGI-Ts ALLOY)'7 (E061-Ts AU.0i) yo R'/8 0 ! R'/B T _.. R/8 or R/B am..MU CA ADE. EDGE IF APPLICABLE) a.�,. a OLE Ok IWIL o EDGE IF PPPUCABLE p°SnxG ' Wry ' I O (ALiSO INSTALLTEDED TFAPPEOMMAY BE OUNTEO SECTION X2-X2 Wl CG) OR Ca • ALTERNATIVE SECTION X2-X2 W/ CGi OR CG�* �o ( I PER SECTION W-R' ON SHEET B.) (END & INTERIOR MULLION) (END & INTERIOR MULLION) i ^ I i (W/ ORIETAAITON 8 2) o \; U ORIENTATION § T) Mn,EU� , .I 1 i/2'X7 1/4'0.3/4* ITW ALUM. ((°x4" or 8"X4°) g , r ANKLE W/ f0 24' /4' I70 TUILDEX BE, MIN. ED. \ _ -' TETC SCREWS ®24' b:a. TO TUBE. 1 1/2' ` 0 SIDE RAIL@NOT SHOWN FOR CLARITY I )' CONOKJOUS POUREA j• 10• CCT.CRETE. (rc . 3 Nsf Mn) B- Mn. THIOK rd:0'D. I ; (RP. 16/U4Da0 11/2' 1— �. ' 1 1/2' (D2.T AOTD4 ... .. T ]/d 4'a453re••D•-to•(808,-18 ALLOY) Alum. ANGLE Ok T/ " / (IDE W2) 3/4.0 THRU BOLTS TO MULUON ,. �PT..•••CC.'••••. �✓ •_ WN. EA. ED EO EA ScIF & (2) 3/4'0 WK BM.T T2 EXPAMgf4 P14CtNR n� FLORIDA BUILDING CODE (N.. High YAIocBx NUNICaCe 2alie) W/ 5• Ml EMBEDMENT To PURE➢ CON—E wuL. (rm. TOP A BDTIau). ' * i N0.4+4167 `i1 * o3p1 tx'EGa Nautilus w.11 EWE IF APPMGPBLE WALL MOUNTING: MULLIONS G OR IL� RODing3TaNarSryGm r4/01/n K)UM p)COt3CR�WA -�� �� / J EXPERT'SHUMR SERVICES INC. mW SECTION W-2 - piC/.' .....T°': Ism cw. 0LI XHE s a 17-244 {� y\ lal is 4p•w9mNm Cza W,. L%=. N. J19Ba [YwOK IY END & INTERIOR WALL MOUNTED MULLION INSTALLATION S�/oNatE�tl` SCPLE: 1/B" - 1' P.E. iT11lJ9I(M4(ORE/DA,E nam4u4i1ai U41T II ar9a B 1 T 1 2 CONTINUOUS POURED—'' CCNCREIE (Tic n 1 E6 U.) 6" Min, TWCKNESS. REO'D. 0/8'or R/8 or R'/8 POURED s -1EG ' &IWrTOM) III YMsn4n p u s.o. A. W/ 2 1/4' EDGE Ir MPUGBLC�tt 0 24' T Ile MIA. E.D. VICE tr APPUCABLE .T.._._ _._.....,... T 1/2" Miq, Co. 2 POURED CONCRETE w- m 1 xel Min.) ( ) POUREOCONpRETE �+. ! -b' M.in. THICKwE55 E%iQEQR V J (fc " 1 k1C MEi A. ER um REO'0. REO'D. THICKNESS \ ! \ L-WO CM T 1/2' tMeA E.D ?" '@OR OT 4'A4'AIfA" EM F APFUDASU (A� Mq.c ffA Sim PxIflIOR ALTERNATIVE SECTION X2-X2ALTERNATIVE SECTION X2-X2 W/�ORR p (INTER19R MULLION) q QVj A 2) ]/B or 4"%6" or 4" (4"x6" or 4"x8") 3 or /8 (WALL MOUNTED SHOWN. MAY BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'-R' ONSHEET 8.) rkCONT. ALUM. 14" MW BUiLCEM a.s. TO TUBE. ANGLE MUL10" ANCHOR' W/ 11/4" Min. EMBEDMENT TO POURED CONCRETE WAIL. (M. TOP !! BOTTOIAj. E09E 6 AP�ICABW WALL MOUNTING: MULLIONS G OR IQ�.` POURED OONCREi WALL OEND & INTERIOR WALL MOUNTED MULLION INSTALLATION APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS' scrse: I/s' a " 7 1/2' bxn. E:D: (6C81-TS Aum) um OLE FA SIDE. Ent V APPUCn U. ALTERNATIVE SECTION X242 W/ fil" (W/ ORIENTATION A I1 (&x4') 0 SEE MAXIMUM S(INTERIOR) 40 (END & INTERIOR) WALL MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2D' FOR INSTALLATION CASES I' & 11' ON SHEET 26 (UNITED LOAD. MULLION SPACING. AND SPAN INSTALLATION): INSTAUATION CASE [ - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH =60.8 p.s.t. LWIMUM A.S.D. .DESIGN PRESSURE RATING. 12'-0' MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO CONCRETE. W/ HILD INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS, INSTALLATION CASE B' - COMMERCIAL APPLICATION FOR =100.0 p.s.T. MAXIMUM A.S;D: DESIGN PRESSURE RATING. 8'-0" MAXIMUM MULLION SPACING, VALID FOR CONNECTION TO CONCRETE vr/ HILTI INC KWIX BOLT TZ ANCHORS. t POURED DONI in.0 Met 18' min. T v 1 f I I F££, �r 'saP� �V W.. F.D.--1---9, Min, p d d EXfGPND� GLASS p M 0'/8 A RED CONCRETE. a C Wi Min,) rin. THICK RE4D, j( EXPANSFON iMOE OF sus s vPuosa 4 :P A➢PUD4u UR (2) 3/4"9 WAK BOLT T2 PA M L.tArt. ED W. GD. FNCNDRB O A1TER%U{ MUEt10N �FORIE(143 ' Min. E.D.--a------9' Wn. E.D. POR (t1 S/A'e K'hd% BOLT � EXPANSION (iRREN D 01 MULLION (aRlcrrtenoNs gt fi pa). FLOOR TO CEILING/TRAPPED MOUNTING: MULLION G? SECTION W3 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ANCHOR W/ G' Wm EMBEDMENT TO PWREO CDNORETE (TYP- TOi+ & BOTTOM) I SECTION X3-X3 W! 04"t+ (END MULLION ONLY (W/ ORIENTATION A Ti (7-W) (ECDt-TB Au" Alw . ANGLE EA. SIDE W/ 2lp) 3/Kb THRD DOLTS TO MILLWN py A '(2) 3/CP MO x DOLT T; llR ANCHCR W/ B" M'n. EMBEDMENT TO POJRED CONCRETE (T"' TOP Y soma) (END MULLION ONY)-UNT.EMILSfU.6Lf4N_.PNLY) ALTERNATIVE SECTIONSX3-X3 W/ G? N ORIENTATION 7 2) l�A•fi+y/j'�, •SIDE RAILO AND BDXNDT SHOWN FOR �GEN3e�'�'�9 i CtnRITY: ? Eq%, Y`ItYT * `) OmrT TAma dx. I Nautilus T7-244 R. v,E: SGC/SIG4RTMRE/OAiE I -' Go ti a-0 wif"- aHRt t} vf. Wm. ED. EDGE OF SMBj --(SEE SCHEDULE FWTUEIU~ on (m / WA, EA. SCHEDULE 0'/8 ALTERNATIVE SECTION X3-X3 WI (G� « (W/ ORIENTATION A 2) (2'X7° INTERIOR MULLION ONLY) IFO CO:F.'REIE a SCHEDULE 11, EDGE OF 3L�i IEODC OF S11B F o1vt 9 )v APPVCW 1 Mu. E.D. 4%rt ED. I `-(SEE sCHEDU3 11 r ism SCHEDULE ,II)` FLOOR TO CEILING ITRAPPED MOUNTING:MULLIONS GJ SECTION W-3 Q INTERIOF TO A LIMITED sac Ve• - I - • SIDE RAIL AND BOX NOT SHOWN FOR CLARITY. SEE MAXIMUM ® (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE ib' FOR INSTALLATION CASES 1, IB k B ON SHEET 25. (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION 615E I - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH 1:60.8 p.s.f, MAXIMUM A.S.D. DESIGN PRESSURE RATING. 12'-0" MAXIMUM MULLON SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. ISFAJLa0N CASE III - RESIDENTIAL AND COMMERCIAL APPLICATION W/ 360.8 p.e.I. MAXIMUM A.S.D. .. DESIGN PRESSURE RATING, 8'-0` MAXIMUM MULLION SPACING. SEE SCHEDULE @1 FOR ADDITIONAL SPECS. IINSTAUATICN CASE D - COMMERCIAL APPLICATION FOR 3100.0 1 MAXIMUM A.S.O. DESIGN PRESSURE RATI 8'-0' MAXIMUM MULLION SPACING. SEE GFHF(1IHF hI RSP SOF11TIAMAi CPF(1C SCHEDULE /1 INSTALLATION WIN. SLAS THICKNESS ANCHOR TTPE S SIZE MIN. ANCHOR WIN LOGE OISTUE FOR CASES REO'U. DTP. TOP a BOTTOM) EMBEDMENT ANCHOR J/BY HILTI INC HUS-H [ 1- 3/R8-"01 POWER FASTENER 2 1/2- S 1/2- - BOLT ANCHOR Y A. 1/abtttl.TI INC KWIX 2 I/2- S 1/2- 8 6. 1/2.0 HILT1 INC KOK 3 1/4- 7 1/2- LT TZ ME IF Y+PtIC<B:E 2'WUUUON OMR,,1/5' Cm4 A� ALUM. TUBE (TOP k BOTTOM) W/ 1/4'P3/4' M' BULLDEX TEK SCnEWS n (S/16'0 TOWNS M W/ 2 1/s' l W/ 1` 0.0.�0.060' GLvMIZED STEEL 7 3/4' 21,16 \ IMn. EMBECAIENI 0'24' aa. // IYA6pCfl 0 21' os. E CONTINUOUS PO CrE (re . 8' Mm TKCK R END CAP Mtn.T 3/4' �+ E.0. NOTCH WE8 EO.. i E0. €(TYP. TOP/BOTTOtA) •` 4• tMin. Y� }ry j D (WALL MOUNTED SHOWN, MAY LISTING erry MOUNTED ALSO LED TRAPPED MOUNTED SECTION PER SECTION O'-O' ON SHEET e.) G E(MbOR z ® ; v Q'/8 ' Q'/8 NM \ 4p y'- Min, E.D / 1/2'0 1/2'A0.062'ACOt;T. ALUM. T 3/4' Mlli., E.O, \ MOLE W/ 1/4-0A3/4- ITW BNLDEX TEK SCREWS 0 24' 01c. TO TUBE. COIMILIOUS PO CONCRETE (fc - 8. M, THICK R ORd) i 1 1/2. ; W 1 1 1/2• IDF. iW/631LWI 2 3/4• \ MM. C.D. \ A'N'iJ/810'-10"(BOBi-T6 AEL") Nam. MCI EO!—EO G. ME W/ (2) 3/4-0 THRU aMTS' M MU6M \ 4♦ W/(9 3/4-0 0WMK G'BEMENTT TZ EXPMD TO POURCTE CONCRETE EDGE 6 APPUCABLE WALL (iYP. TOP.k BOTTOM). WALL MOUNTING : MULLION FOUR OOONCRftIF ALL SECTION W END & INTERIOR WALL MOUNTED MULLION INSTALLATION BGSE 1/8' - 1' EDGE IF APPUCPDLE'S 1 T s/4• wn. EA. POURED CONCRETE (I'c - 3 WI Min.) — 8' Min. THICK. REO'D. 2 3/4" 111, E.D. \ 4'F+4s/a' (Soa1-re %Awn. ANGLE EA. ME. EDGE IF APPUCASLE SECTION X4-X4 Wf ( (END & INTERIOR MULLION) (W/ ORIENTAON $ 2) (4 W) • SIDE RAIL * NOT SHOWN FOR CLARITY EDGE IP APPUCARLF 2•xMULLION OEPTHYI/D' Cant. {{ NLU1M, TUBE (TOP & BOTTOM) W/ 1/4.04/4• n DUUKX TEK BCREWS \ 4\ l 5/16.0 TAPCONS XL W/ 2 1/4• // W/ 1' 6.DaaDEO' G,VkI STEEL. i.\2 I/2• IMin. EMBEDMENT C 24. 0.c. / WASNDi O 2a" 0.0. I ' 1 31/2- i I Ii 4 3/a' f WaIE.O i END CAP CONTINUOUS POLRm Fi e a• exT. TIkCKNESS . 1' Yr R£0'D. u Mn. i o I € n .(WALL MOUNTED s � i TR D DE ALSO INSTALLED R PER� MOUNTED PER SECTION ON SHEET 8.) ° WMOR ItII q ovs 1 1/2-x1 I/2'xO.O62•xCONT. ALUM. ANGLE W/ 1/4'0x3/4' ITW BUILDER TEK SCREWS 0 25' oe. TO TUB£, Or. W/Xlft) 3 4 3/8' ' `{2) 3/ab WX SOLT TZ MANSON Mt NOR MN. EA + W/ 2' Mi, EMBEDiNEtlT TO PCURED CGNCRUE ,\�2� '\. WALL. I", TOP & Ban'Tu). EDGE D APPLICABLE- CEWRN.MG POURED CONCRETE (G: - 3 W V.) 8' Mm. THICIKKESS REVO. WALL MOUNTING: MULLION Q POURED CONCRETE WALL SECTION W4 Q INTERIOR WALL MOUNTED MULLION INSTALLATION APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS S ?I/v-I' EIOE � APPLICABkEN 4 3/0' CONTINUOUS POURED CMICRETE (Cc o.3 ki 8• Mn WCFNESG REDID. EaOR 4 3/B EfWM IT APPUMLE / SECTION X4-X4 W/(INTERIOR ULLIO (W// ORIENTATION N 21l (Z•X77 SEE MAXIMUM ® (INTERIOR) WALL MOUNTED MULLION SPAN COVERED By SCHEDULE 2b' FOR INSTALLATION CASES V & If ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): WAUATXTN CASE i - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 P,B.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0' MAXIMUM MULLION SPACING, VALID FOR CONNECTION TO CONCRETE. W/ MLTI INC HUS-H OR. POWER FASTENERS WEDGE -BOLT ANCHORS. INSIRLAWN CASE W - COMMERCIAL APPLICA71ON FOR t100.0 ps.f. MAXIMUM AS.D: DESIGN PRESSURE RATING, 8'-0' MAXIMUM MULLION SPACING. VALID FOR CONNECTON TO CONCRETE W/ HILTI INC KWK BOLT TZ ANCHORS. I 19WIM STEP is OBTAW JOB SITE'S A.S.D. DESIGN PRESSURE RATING (P8 L) FOR THE OPENINGANO DESIRED SLAT SPAN -L-III) TO PROTECT IT (SEE GENERAL NOTE 02. SHEET 1). STEP 2: ENTER TO CHARTS Ala, Ib h lb') THRU IC ON SHEET iS TO DETERMINE, BASED ONAN I2" SLAT SUP (a)), ANCHOR TYPE AT SIDE RAILS; ASO. DESIGN PRESSURE RATING (µd.); THE REOUIflEO MAXSLAT SPAN"VII. THE FOLLOWING INFORMATION IS PROADEDATCHARTS I THRU IC TOPROCEEDWNH PRODUCT INSTALLATION VERIFICATION: . ENTERAS.O. DESIGN PRESSURERATIND: SEE STEP(1)ABOVE. . FOR ASPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: LMAC THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN IW SLAT SLIP MAY BE USED. FOR A GIVEN A.S.D. DESIGN PRESSURE RATING. . MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART fat PROVIDES SEPARATION TO GLASS FOR PRODUCTS W10 OR W/ STORM BARS (SEE STEP 4). STEP 3: OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REOUIREMENTS FOR CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va. Vb & VM ON SHEETS 16 STEP• IF PRODUCT INSTALLATION INCLUDES STORM SARS. MULLIONS OR STORM BARS 8 MULLIONS, THE FOLLOWING MANDATORYADDITIONAL PROCEDURES ARE APPLICABLE PROCEDURE 4s IF STORM BARS ARE USED 1, MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON CHART la. ON SHEET 15, IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE 1 ON SHEET22 WIA.B.D DESIGN LOAD; STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM SAN 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 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. P19CEDURE4b: IF MULLIONSARE USED BUT W/O STORM BARS 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONSARE USED BUT WA) STORM BARS SHALL BEBASEDONCHART Ic ONSHEETI5. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2, ENTER SCHEDULES la THRU 2cON SHEETS 24.25&26 W1 A.SM. DESIGN LOAD: MAXIMUM MILLION - WIALLOWASUE INNTERPOIAA ON IN Ir. EPA'IF ORE NSPACINGB ODETERMINE RA GIVEIN ,M}(w�N6Pa'iN)( MULLION TYPE& MULLION ORIENTATION. �GJ 3. SEE SHEETS 10, 1DA. 11. 11A. 12. 12A 13 & 13A FOR REQUIRED MULLION CONNECTION DETAILS AT TOP A BOTTOM CONCRETE FOR AGNENOMl1LU0NTYPE (R TO CEILING ITRA; E0U08� MOUNTINGS OF MULLIONS INTO PRQCEOURE 4G IF BOTH STORM BARS 8 MULLIONSARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALL BE BASED ON CHART Ic, ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS, 2. ENTER TABLE 1 ON SHEET22 W/A.S.D. DESIGN LOAD AND STORM BAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2OR 30N SHEET23. WITH A.S.D. DESIGN PRESSURE RATINGAND STORM BAR SPAGNG AND DETERMINEAPPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP S BOTTOM. OPTIONS PROVIDE ANCHOR SPEGSATANCHORSTYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORSA& D) OR REMOVABLE (ANCHORS B & C) INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. 4. ENTER SCHEDULES 18 THRU2c ON SHEETS 24, 25& 28 W/ASO, DESIGN PRESSURE RATING; MAXIMUM MULLION SPACING (MAX.. 12: S' OR T). AND DETERMINE MAXIMUM MULLIO SPAN (HEIGHT) W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS fOR A61VEN (�j, ,Gij 8 ), MULLION TYPE & MUWON ORIENTATION, 5. SEE SHEETS 10.1GA, 11,1IA, 12.12A 13E 13A FOR MULLION CONNECTION DETAILS AT TOP &. FOOTAGIVEN FLOOR TO MUWONTYPE(ING g'.&) RWALL MOUNTING$ OF MULLIONS INTO CONCRETE PROCEDURE PER STEPS I THRU 3IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES. SEE SHEETS 20 & 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. SLAT PERFORMANCE CHARTS Ia. Ib. Ib' SD IC: (ONLY VALID FOR T2' SLIPI FOR AGIVEN A.S.D. DESIGN PRESSURE RATING(p.aR, PRODUCT UOUNTCOM$RCN INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS Wn OR WAD rrwuveec CHART Ia CHART 7b CHART Ib' CHART IC 114 A24 lda 1� M1uau PO4,i.[ ASA INA WlII 318'0 KUKBCLOR POURED CONCRETE SNBD XL A:Ne CHO mw6TMOXCHOR m.wc MpOI m7A/P+C+�ON � D6 jl La (r Lamcm q—' (r) RFANPID TO DNX OF SA) () TlavUlt pATII,D (pm FALL IC1,R �Amv♦ 1rtWi➢ UaM la vm• WO -Ail �1.1 .[ 6 IG.I .rYi' gIP6. ,WL .IMAM CSMO. YVRD 1GA? A160t )IIN4R 1�T,� EkQJ r iG60d W)M v{J to 100� FCl ICWr 6Q OIOU Iml{0 IaM CL OII• 6lWR .�CB� 1�• 1PL„vp Rlav• i STBRi1 ly BA96 wm'mli w STWI 1-3 B)Pi a'+m IDAF MA 20-0" ,5-4- 1 20'-o' A'-G• 20'-0' A• -a' 25� ffi-0` 20'-0' 15'-A' 15'-0" Ir-b• P 1.1 • a• ]' JSA 2 _T 35'-r I.-D. la'-o• m-T u•-o- ID'-w W-3. xa•-o• 13•-0' ta•-3• li-0• r lA 1/2• s- r WA 20'-0' la'-2• fl'-Y 16'-6' 20'-C 7 A'-3• 1]-A' la_��iD'. Y6'-11' N'-s' A'-W' ,2'-B' 1' ,. 1Y' 2' 6• r 65A 20'-0f Ib•-0" - IV-0- t3'-3? _2D'-D' N'-0' 96'-ff 1S-B' I+ a 14'-r 13'-9" J2'-0' r ] f0A 25-0' 1Y-10' 1e'-0• 11•-r 19'-1. ll'-1-V ,Y-!0' IY-10' ,6'-Y TP-1' tr- 9" 11'-0' i' H 1 2' - 6" ]' a5A 2C-0' It'-S' 15-a' 1J'-A- IT-G• fr-A• 13-,1' A'-1' 15-0. 12'-A" Ir-a. m'ro" 1' _ lA 1 2' 9' )' ao lY-S' 13'-2 le-s• u•-r m'-V ,c-a• u'-r IIY u•-2- n•-e• _ !r-a" 1C r ,1 , Y C Y Eu l5 ]Y-Ir ,r-,1" Ir I1• 151-9• i)'- Fr-Fr IC-11- F3_ • 11•-0• W-l0• 9•-s• r 11• 6' r ]DA fY-A' 1r-1' ❑'-S- I".. IS'-D' 10•-6' ,1'-10' IB-A 12'-9' 10�-5•-L• 1- D 1• 131 Y T )aA 15-a 11'-0 IY-t IO-10` le-3' (0'-Y ll'-i 9'- 1,' 12'-0' 10'-0' - 9'-,0• "W-lr I' p , _6' 6• Y a0A ISM-9-9• q'-0' 13'-0• 10--5- 13.-Y 0'-S 10-IW Y-r 11'-Y 9'-3' 9'-Y 5-6' 1' 13' Y Y mo 'ed IV-6. Il'-0' l0'-0' ll'b 9'-3 f0'-0' 9•-Y li-3' D'-3 9'--0 a•_r ,' 19 6• Y' Qu 14'-2- ,0'-1' 11'-Y D'-9" ]r-r W-f0- IT-1' 8'-ii W-0' V-10" Y 121 b' Y BSD 1r-5 9'-5' ,d-Y V-1' 12'-0' 9'-9' -0'-0' 10-4' W-5" 1004 12•-9" 9'-a• W'-5" r-1 1,—C (F-P p'-5' I= 1r-r 9•-Y tC-r 8'-9' Il•_J• 9'-0• V-2- 61_2' r-61 a'-0• ab' : _C flu 11'-r a'-9" W-D- a"-6- 10' 11. r-3r ff-1P 7-11" 9-3• 'T-10" t`-e' T-2' P .:1 1 r 6' Y tY-I. a'-5' )'-5' a•_a• )'-6' 6'-O' 2'-5' 7-8' T-9- f n )H' a' Y I20A 10-9 W-1 D• 3, 0- ,D'-3 . r-5 7-5• T-n _`' 6•-(1' ]'-5• T-b' 6'-,0' 1' p'_ 'n r T�J' Ir e' T 1'-9' 7 D' 0'-D' •-9-<A- >'-7 5'-D• r=r 9-S' - r-0' 7-2' 6 — V 10 1 Y 6' T ISSA 0'�S' .r-2. 0'-6' T-0' n lo• )'-(0" Y-1' 6-Y 6IO' Y-0' p-5 ,' l01 r T 1A00 _ 9�P 6'-It' 0-1•- T_6• 8-1•�' _ r-6' s'-ii' 6-0" -_THY - -8'-IV 6'-C 1' 10 1 2' b' )' 1I30 Y-5 6-10-10" - Y-6' - �_ - — f 10 C Y - - ID" 6' r to+^ a-3' 1--0" 5•-]' - Y-2' I )'-Y-Y ,wn W-D• - r-a- 6•-m' e�-o' - r-r - Y-r r lr a• r • HOII.`.' I. ABOVE NDK TED UA SLAT SPMS WY EE USED AS LONG AS .• .. ANC10R SPACNG SCRELIULES ON SHEETS 17 & 15 VINCATE RUT AN MCMOR SPACING IS AVAILABLE FOR ME OORA!E MNG StAT SAM AND AS.D. DEMN PRESSURE RA.TNG P�4vi"'•E•'..,vr ; 2. REOURCS SIDE RATS FASTENED TO EYJSiM STRUCTURE WITH 3/8'0 wx BOLT 3 ANCHOR Wt 5 W. NIKON A ANCHOR,. INTO POURED CONCRETE OR GROUT FW CELL CONCRETE BLOCK. OR ` .�16' y ' j WALL UODUTED. TRAPPED MOUNTED, AND BI6LD-OUT LIOUNTED. MW 1/4'0 ILK SCR_RA'S AT MUWONS CONNECTIDN. VAUD FOR016 cccc �. rX J: WRNUM BRAT SPANS FOR NIE WUTE LOADS MAY SE DETERI&NED BY UNEIJt IMERPOIATION BETNEEN END VALUES. ( P .r' --s/)ItiAI i11F' WALL -MOUNT OEM SLAT SPAN RANGE PFIMM PAM wat o'-K 1 > 4'-5' t > 5'-6' t > B'-7' t > 7'-g' 1 > 9'-t2' T > /2'-18' T a IB'-20' 1 a =0 9' 9' 9' 9' 9 9' 9" 9' >31-w 9' 9• 9' 9 9' S. B' >41-60 9' 9' 9' 9' 9' 9' 7' 5 5/8' >91-60 S. 9' 9' 9' 9' 8' S 5/8' 5 5/8' >61-103 9" 9` S. 9` 9__ 6 1/2' S 5/8' - - - 1121-40 S. 9' 9' 8' 7' S. >141-160 9' 9' 9" 7' TRAPPED MOUNT " • Desm SLAT SPAN RANGE WRUING 0'-4' T > 4'-5' 1 > 6'-6' T > 6'-7' t > 7'-9't > 9'-12't > 12'-16' 1 > 16'-20' t s wo 9` 9' 9` 9" 9" 9' 9' 131-10 9' S. 9' 9' 9' 9' S. >41 60 9" 9' 9' S. 9' 9' 7 1/2' >61-50 9• 9' 9. 9• 9' 8• _ >61-m> 9" 9' 9` 9" B" - - _ >106-120 2' 9' 9' 8 1/2" B' - - - >121-Iw 9' 9. 7' - - - - >14t-1e0 9' 9- 8' 6' RUILD,OUTMOUNT `SLAT N SPA o] t MAX. MAY. SLAT SPAN FOR A GIVENA.S.O.D. DESIGN PRESSURE EATING SHALL NEVER SLA SSPPANN I EXCEED MAX SLATT PERFORMANCE CHART ON SHEET 15. 0691)1 SLAT SPAN RANGE P 0'-1' i > 4'-6' 1 _ > 6'-6' 1 > 6'-7' 1 > 7'-9' 1 > 9'-1Y T > 1Y-16' 1 > tr-20' t PAIM of E E E E E E E E E E E Co E s 3DA 9' 9' 9' 9` 9' 9" v 9' 9' 9` 9` 9" 9' 9` 9' 9' 9' 9' 9' 9" 7 3/4 7' 7' 5 5/8 >at-w g' 9' 9. 9' 9" 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' T 7' 6` 5 5/8- 5 5/6' 5 5/8 "1-60 9' 9' _ 9' 9" 9` 9' - 8' 8' 9' 9' .m 9' 9' 9` 9' 9' 7 1/2 7 1/2' 6' 5 5/8,5 5 B 5 5/8 5 5/6` >61-60 9` 9. 9. 9" S. 9' 9' 9' 9' S. 9' 9' 7' 5 5/6 5 5/8' 5 5/8 5 5/e 5 5(0 >61-10 S. 9' 9' 9" 9' 9' S. 9' 9' 8' 8' 6 1/2' 6 3/4' 6 3/4' 5 5/8 5 5/8' 5 5/8 5 5 8 ---- - - - - - >1o8-12D g' 9' 9' 9' 9' 9' 9' 9" e' 8' 8" 6 1/2 6' 6' 5 5/8' 5 5/B 5 5/8 9' 9' 7 1/2 8' 8' 6 1/2 B' _ 8' 6' _ S 5/8' 5 5/8' 5 5/8 _ >ul-t60 9' 9' 9' B' B. 6' 7" 7' 5 5 8 6 3 4' fi J t 5 5 8 5 5 B' S 8:.,. - MAX. ANCHOR'S SPACING SCHEDULE Vb MOUNT ,ayq SLAT SPAN RANCE ouw nA�l[ 64WS(g6 0'-4 } > 4'-6' 1 > 6'-8' 1 > 8'-71 i > 7-9' f > 9'-12' Y > 12'-i6' i > 16'-20' f 7 1/2- 5 1/2' 6" 4' >4f-ee 6` e' 6' S. S' 6' 4' 3 3/4' >6t-69 6` 8' S. S. 7' a t 2' 3- >01-105 B. 8" S. 5 1/2- 5' 3 3/4- 3 3/4- >10-120 8' 8' 6' 9 -1/2- s 1/2' S 3/4' - - ti21-1w w8' 7 1/2' 6' 4 1/2' 4' 3 3/4- - >141-160 8' 6`1 5' 1 4' 1 4" TRAPPED MOUNT AAa SLAT SPAN RANGE emw vlVssAS mtc u�fn0 0'-4' } > 4'-S' } > 5'-6' Y > 8'-7' Y > T'-9' 1 > 9'-12' Y > 12'-16' f > I6'-20' f s 30A 6' 6. 6' 6' 6' 6' 5 1/27 >N-w 6' 6` W 6' 6' 6' 51/2' 41/2' >a-4o 6' 6' 5 1/2- 4' 4' >61-1 L 6- w mm 6' 6' f ](4' 1 3/4' 3]/4' >121-IQ 6 G. 6' 5 3/4- 4' 3 3/4' 3 3/4' >141-tw 6' 6' 5' 3 3/4- 3 3/4' BUILD -OUT MOUNT SLAT 'SPAN aS t MAX. NA%: SLAT SPAN DESIGN A SHAL NEAR GEXCE LOAD SHALL PAN IN EXCEED N SLAT SPAN PERFORMANCE EC A SLAT PERFORMANCE CHART ON SHEET 15. ayq SLAT SPAN RANGE q @-B f > 4'-5' Y > 5'-6' Y > 6'-T f > T-9' } > 9'-12' 1 > 12'-16' 1 > 16'-20' f >.aa10 E E E E E E E E E E E E a ]9A 6` S. 6' 6' 6' 6_ 6' 6� 6" _ 6J 61_ 6' 6" 6' 6^ 6" 6' 5 1/2' 4 1/2' 4' 4- 3 3/4- >1i-46 6' 6' 6' 6' 6' 8' _ fi' __ 6" 6" 6' _ 6" _6' 6' 6' b' 6' 6' 6' 5' 4' 3 3/4' 3 3/4- 3 3/4' 3 3/4' 14"0 e' e' 6` 6" 6' e' 6' 6' 6' fi' 6' 6' 6- 6' 6' 4' 4- 3 3/4' 3 3/4' 3 3/4>61-00 6- 6' 6'6" 6' 6'6'6' 5 1/2 6' 6'S' S' 5' 4'33/{' 3 3/P 3 3/4' 134- >61-105 6' 6' 6"` 6' 6''6' 5 3JS 4 1/2' 4 1/2' 1 3 4 3 3/4- 3 3/4- 3 3/4' 3 3/4' 3 3/4`>me-uo 6' 6' .., 6's' 6' ...___...... S t/2 ._._. 5 3 4 5 3/4 4t/2 a 1/2' a 1/2'7L3 1/t" 7.3/a" 3 3/P. 6' 6' 6'5' 5- 4' 4 3/4 4 3 4 3 3(4 4 1/2 4 12 ] 3 4 3 3/4- 3- - - - >ut-1w 6` 6` 5' 4 1 2 _ 4 1 V 3 314 4' 4' :>I cc"SLAT PFkAllitt fUssum0'-41t RVAE4 SPAN RANGE > 4'-5't > 5'-5't > 8'-7't > 7'-91 1 > 9'-/Tt > 16'-28' 1 1/2" 8'7' 4 1/2'e' pir-is, e' 7 1 2 7• 5 t 2'8' 8'7 1/2' 5'>t96-I20 e'7 1/2' 5'7' - 5' TRAPPED MOUNT oLA PRom Fw3m0'-4' RItIOE 44J.) SLAT. SPAN RANGE t > 4'-3' t > 6'-6' t > W-7, t > 7'-8' t > 9'-12' 1 > 12'-16' t > 16'-20' 1 s =0 6' 6' 6' 6' 6' 6' 6' - >51-40 6' 6' 6" _ 6' 6' 6" 4 1/2' - 141-90 6' 6' 6' 8' 6' 4 1/2- >at-80 6' 6' 6" 8' 5'- Pat-IN 6" _- S. _ 6' 4 1/2' 4 1/2' >ma-tao e" 6' S I/2' 4' 4 1/2' - - - >121-10 6' S' 4 1/2' 3 3/4' _ >141-150 6' S' 4' BUILD -OUT MOUNT SLAT �SPAH� C� t hm, MAX. SLAT SPAN FOR A GIVEN AS.O. DESIGN PRESSURE RATING SHALL NEVER NXCEEDDMAX SLAT SPANTON SLAT PERFORMANCE CHART ON SHEET 15. SLAT SPAN RANGE PARE 0'-4' t } 4'-5' 1 > 5'-6' 1 > e'-7' t > 7'-9' 1 > 9'-12' 1 > 12'-16' t > 16'-2d t 00111140, y ((W. E E E E E E E E E E s 30.0 5' 6' 6' 6' 6' 6' 6' 6' 6' B' 8' 8' 9' e' e' S 1/2' 4" >31-40 6' 6' 6' 6' 8" 6' 6" 6" 6" 6' 6' b' 8" 6' 6" 5 1/2' S' 4' Y Y4f-4o e' e' 6' 6' 6' 6' 5 1 2 5 1/2 6' 6' 6' 6' 6" _ 5 1/2' 4 1/2 _ - - - - 3 3 4'- Mt-eo 6' 6' 6' 6' 8' 5 1/2 5 1/2' 6 1 2' 4 1/2 5' S' 4' 4' 9' >8t-1aS 8' 6' 6' 6' e' 6 1 2 3/ 2' 5 1 2' 4 9 2 3 3 4 3 3 4 - - - - - - >106-180 6' B' B' S 1/2' 5 1/2 4 I 4 1/Y 4 1 2' 3 3/d - -- - - - >121-1 0 6. 8" 5 1/2 4' 4' - 3 3 4 3 3 4' - - - - - - - - - - - - - va-tbo FIOR104 8=110 CODE M. HI40 YNP,,ttr Hurtie4n8 SCHEDULE VC: Vx FORCES (Lb/FT) & Vy FORCES (Lb/FT) ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) ~SPo SLAT 0 CUBE SLAT SPAN DEFINITION NTRAGiOROR TOMOiG UR PEiS SWROtDERTOYERG•TTHATY FORM INPOU FCRCEs wFounvsPER PE aTeanteAn®s. UNIT FOOT A DarFOO)OFSNUtRVx& SEETia3 SHEEP FORYx6 Yy YALVEE VY VIy SIDE RAIL.., f� L1_lu= Vx •- KORM SUIUMG ODE (Nan Eqh Ytlo2Y 0eM<ana Yam) 1 N0. 44167 s C"17 aanM NC, fasa rnam mr =6f91 IL ECOaee. Na ut: �� �wrc nsrma a cxaixsamna w�P�xr ? / �Rlt1''.' � � �aa, n waw.wa.+x EXPERT SHUTTER SERVICES INC. UTTER SERVICES ram sw. euuaxc sanT 6 rr -. SrONALE�drrr [s�aoa`iio"'" roar s, uca. a arse Pwa tmn :w-w.e ..ae17-244 ier,-ar,a o...aro �� P.E. Sf/1(G149J({d GA1C ea^ru Uc 1 ��rm a¢n ra>a ^�MITM A.S.D, SLAT SPAN RANGE DESIGN > 4'-5' > 5"-6' > 6'—T > T-9' > 9'-12' > 12'-16' > 16'-20` RanNc (Pat) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 30.0 70 75 165 90 238 105 421 135 594 180 999 240 5390 300 >31-40 10-4� 10 100 386 120 440 140 398 180 $23 240 1328 320 1823 400 >41-60 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61—BO 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >87-105 123 210 550 263 711 315 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—t60 781 320 1186 400 1322 480 t873 560 1740 640 — — — — — — SLATPERFORMANCECHAFTT IbI & ICI: tONLY VALID FOR Ir, ITUPI SLAT PERFORMANCE CHART M l & (ICI: IONLYVALID FOR IK• SLIP) ig1AGNEN LUWaDHA6D. DEBGN FREaBURE RATeIGtpapAND 3NUilERENIUNStOlIDR10N FOR iIXiPfNFNiLWNUdAfi¢fE56NP0E84UREMlUtti(PAIjANDBNURFRItWNTCONDDMNiDR dafAWTbNSVM13TOPB atNe PE0.DETARxBEIAW iN6'MWTONSY80010fUa0PR0PERDELVLTBELOW CHART Ib1. I.Dsm s CHART ICI CHART Ilbl u>s R� CHART IIC1 16[ ITi01Y YDS ®I®11®a[ AID IEBSIE ltG NG IR[ LowW O � a1WY1NIIt BFIImI A1MM ND IDYOMAfDIpD y�yD%%UJC a.^ Sme'O TAPDON xL/N(TVOR SAT AN .m'MOAN (") SNe'OTAPCONXLANCHOR SLT SPAIR 4]BL• (n) VA)L SLAT SPAN taw (it) RBD✓m Awl �A1WON TO QUIETSOm. I mu To But GF BA D+) pv ; AEIlVRED I/VL SLAT SPAN *I", IT) I®1�0 msnixnBLro clAlm ter® m am or BUT [ ) W W W wmRA m i/ �i Toro Oo w/ R3 wT2fa a V0"O6 OUTING YOttlT whoa kvm w/ EA .— A 09 w/ IEY w•o-wr w D 01Ba/ m MD ZBAE I -a wWO xdE. a waD zae5 r+D zBa ]0A • 10-4 t0-0 t -e a-1' I' e + 50D • e-1 8,-a E'-1 T'-r I• fit 6 ao + IW-o• to•-e 10-a• r-B• r a +n' !SD •' r-N• T'-E' r-r ra• +• e + w NDD+ ID'-w 10v-'-W IC -a' )'-s' I• e+ t_, 40.0. •• T-)' )'-r )'-r r-o• Y ale' a3D •+ lw-w ro•-o• to•-o- r-T• r a + :' xD ••• r-a•' r- r-r e•-B' -1• eta• SBo ••• I0•-o' 10•-o' to' -a' r-e• r e I eoD w T-!' 7'-0' )'-3' W I• o f e' nRD ..I lo•-D• to•-o' to•-o' Ie•- • e• e + T eee ••• r-r r-]' r-!' a'-+• r e t e• L__.. ao.o ID'- fY-o' IO'-0• a'-e' Y a I 2' e0.0 •'• Y-]' T'-]' I'-]' e'-P t' e Iff SLAT. PERFORMANCE CHART IIIIt (ONLYVALID FOR lir SLIP) MRAGN£N IM UltA8D OElIpNP0.E68UREMTMGDapANDBlMTEFItMUNTCIX1pRIW MR I xnALurONE wo sroRD wa win oEruL a oeww crwar IIibi mbi CHART III101 UE IIOIIN rl[ Om1 R311[IID t6pE[ LfA t00 ISLE IaNaIJI 10511M AS0. IDU WaIa YJAM TAP= XL ANCHOR Wi. SLAT SPAN `LaNr.' NAtt SLAT SPAN Epelwc Iwt SANVIDI ro CUSS Nl9Atm m nnc or BArt•J CFOl3 I'ImLI wS6- o r/ iD V �3 tmA • °wD " o SIWW o eN6 Po YJD I W IRD IWL a 1�e' '-W- )'-6' 1T.0 w r-I' ]'-T' r.T' a' -a' +• a 40.0 •• e'-8 e'-B' 8'-B a'-Y I' 18' e. 1{e�. 40.0r e'-k' a'-B• a'-3' e'-e' e'-B' +' a 1 • MO a•• e'-+' 8'-1' 9'-t'I 5'-r y� RLAT SPAN! DEEiRMN 9 ..� YO W ita' wow ]Wa DETAIL 2 (ELEVATION) rAw scE eDaa) T SLAT PERFORMANCE CHARTIV.: RES9 THAN i18• SLIP) FORA6NENA8D. oEB6NL0AD(pa0, tiWIFlEPMOUMGONWTIONIIICLUMHD MSNORTYPEANOFGRINNAllATRIN3YC08)(NibHiR9 FERDETAa] 9E10W 5116.07AMONALANCHOR ilS LL1Il11N HBC @lwmF PDPIM 05E I AIO IEaIaE ADB LD'D AEG. A. LOAD D1001EWX . T T "I'MmIrr SPAN SPAN oTsw qy,. n .fn Ilww vao UN � wro Slaw aws 1.�.inQn-an 1�MiwlD�-(w a-m a• -a 5'- 6a0 a•a ' a-)• • VU1 FOR a7LziAS-6R-0]RH (0 45) mm pm-iYR-3D(O'O3a) w wUp FOR DMGU6•FR-SXAH (C=446) — IA D FOR SINNER) No. 4067 uS tYLW wD[Eilml lD9aT Al0 N➢RR ASB lwO IDDwIE SA YAY. SIAT SPAN 'LW)L' w SAT 9M Iwt TD 4A59 Y:SIfED 10 W000 GRADE aW ooTl (fl) avo. ITO SroRN BVS MID � • • •icon ° WND IOIDS m m E SOUTHERN FINE 12 G•0.55 60, a'-S a-3• 0'-0' P 3 In' DOU IAS-DR-SOME (G•0.46) 60 a'-s• C-s• SPRUCE FBE-FIR-STIN 0<0,36 60 a'-5' a•d. DETAIL 1 (ELEVATION) J)w),�3 OMIT xmw LEE: J SLAT SPAN DEINMON LreAl00 Ala r AOIu Enos I. ABDVE INDICATED MAX. SLAT SPANS IAAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT 0, SPACING IS AVAILABLE MR THE CORRESPONDTNG SLAT SPAN AND A.S,D. DESIGN LOAD, T: WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GNEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE. MINIMUM LENOTH OF WALL AT EITHER SIDE OF OPENING SHALL BE 33•. � RPII)agl6wfNF3yATam IqD. ( EXPERT SHUTTER SERVICES INC. aAAfw a1 Le 17-244 WCO wi MAX. ANCHOR'S SPACING SCHEDULE VI FORA GIVEN SHUTTER MOUNTING TYPE WOOD GRADE A.S.D. DESIGN LOAD (Dsfl AND SLAT SPAN RANGE' WALL MOUNT & BUILD -OUT MOUNT TO TX4" WOOD STUD (SEE DETAIL 1 ON SHEET 20) WOOD GRADEV406. SLATE SOUTHERN PINE #2(0=0.55) tlUMAS-FIR-SOUTH (G=0.46) SPRUCE PINE-FR-SOUM CA.36 WALL MOUNT TO 2"XB" WOOD STUD WiTHMINIMUM 1W PLYWOOD (SEE DETAIL 2 ON SHEET 2D) WOOD GRADEw.w.45to6">d 44a ""omouNo AT. SPAN RANGE tv T'4 >7bC">r bf6'a PINE #2 30.06" 6" 6' 6'SOUTHERN 406" 6" 6" 4. 3/4'506" 6" 4 3/4° 3 1/2"605 3/4" 5. 1 4" 3 3 4" 3"DOUGIAS-FIR-SOUTH s 30.06' 6" 6" 6"G-O.46 406" 5 1/4" 5 1 4' 4 1' 4'30.06' = 3 6" 6' 5 1/4' BUILD -OUT MOUNT TO 7'XW WOOD STUD WITH.MINIMUM 1/2" PLYWOOD [SEE DETAIL 2 ON SHEET 20) WOOD GRADE 4an SLAT SPAN RANGE u r > r 6 > 6-d > e-r > r a > 6-ro � wwr wwrtr wertruourr wm. swan• B"12"6 wwr. uawrr .vw 6" wen• W oowtr 6" wan 6° SOUTHERN PINE 12 40 6' 6" fi' 6° 6' 8' 6' 6" 5 1/4' d 1/4- (G=0.55) _50 6" 6" 6"S 1/4" S :/<" 4° 4'60 6" 6° 6"d'6' 6' 4' 4DOUGLAS-FIR-SOUTH s 30.0 6' 6'6"6"°6"(G=0.45 40 6' 6" 6" 6"6' 6" 5 1 2" 5 1 2' 4 i 2' 4 1 2"SPRUCE PM-TIR-SOUTH =.6 "6"'6'6° 6" S. 5 1/4' S' I NOTEL MAX. SPAN FOR SLAT FOR A 431VEN A.S.D. DESIGN LOAD SHALL WSIER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHARTS ON 20 SHEET. LOAD (p.s.f.), & A GIVEN STORM BAR SPACING (ft) " Aaau STORM BAR SPACING (FT) PRE43MRE PAYING al 2' 2.667' 3' 3.5" 4' 4.5' 5' 5.5' 6' 6.667' 30.0 11'-0" il'-0' 11'-0" 11'-0" 11'-0" 111_0" 11'-0" 11'-0" 11.-0" 11'-0" 35.0 11'-0" I V-O" 11'-0" 11'-O' 11'-O" 1 i'-O" 11'-0" 11'-O" 11'-0" 11'-0" 40.0 11,-O" 11'-0" it,-O" IV-O" 11'-O" 11'-O" 11'-0" 11'-0' 11'-0" 1V-O" 45.0 11'-0" 11'-O" IV-O" 11,_O" 11'-0" 11'-0" 111-0` 11'-0" 11'-0" it'-O' 50.0 11'-01, i t'-0" 11'-0" 11,-0" 11'-0" 11'-0" 11'-0' W-0` i i'-0" 11'-0" 55.0 11'-0" 11'-O" 11'-0" 11'-0" 11'-O" it'-0" 11'-0" 11'-0' il,-0" 11'-0" *. 60.0 11'-O" 11'-O" 11'-0" 11'-0" i l'-0" 11'-O' 11'-O„ 11'-0" _71'-O' _ 11'-O" it'-0" 11'-0� 1.1`-0" 11,-0"' _ 70.0 11'-0" 11'-O" 11'-O" I V-O" 11,-0" 11'-D" I1'-O" 11'-0" • 11'-0" - 75.0 11.-0„ U,-0" IV-O" 11'-0„ 11,-0" IV-D" it'-0" 11'-0" • - - 80.0 11.-0., 1 i'-O" 11'-0" 11'-O" I I'-0" 11'-0" i l'-O' 10'-10" • - - 85.0 11'-0" 11'-0" i 1'-0" 11,-0„ 11'-0" 11'-O" 11'-0" - - - 90.0 11'-0` ,1'-o" 11'-0" 11'-O" 11,-O" I V-0" _ - - 95.0 11'-0" 11'-O" 11'-0' 11'-0" 11'-O" 11'-D" 100.0 11'-0" 11'-0" it'-0" 11'-O" 11'-0" - - - - - 105.0 11'-0" 11'-0" 11'-O` 1i'-O" 11'-.0" - - 110.0 11'-0" 11'-O" 11'-0" 11'-0" 1o'-10"- 115.0 11'-O` 11'-0" tT'-0` IV-O"- 120.0 11'-0" 11,-0" ti'-0" 11'-0" - 125.0 11'-0" il'-0" 11'-0" ._'O�O" ._-_ 130.0 11'-0" i 1,-0" i i'-O" _ 135.0 11'-0" 11'-O" 11,-O" _ _ - 140.0 11'-0" 11'-0" - - ---•- .__ ._._'._. 145.0 11'-0" 11'-0" _i1'-0` 10'-11" K -- ---- _ 150.0 155.0 160.0 11'-0" ... 11'-0" ** MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN }} FEET OR FROM TIP OF SIDE PAIL TO CENTER OF STORM BAR. iNIS REGION IS ONLY VALID FOR INSTALV,Ti0N5 (W/ 1 OR MORE STORM BARS PER SHUTTER. I THIS REGION IS ONLY VALID FOR INSTALLATIONS , 111W/ 2 OR MORE STORM BARS PER SHUTTER. ttORIM IkIlMING STORM BAR SPACING "a" (fT) *0P 2' 3' 3b' 4' 4.5' S' S.5' 6' 6.667' 30A C.0AA ABC CD„�A&CI�„_ Aa Q BACy6 _.�a CA BCD D ABCD ABCA. CB &SCO A CD 9C0 BCA0.0 ABCD CO AB ABC C BC CA ABC BDoDUD BC.O CD BC ABCD BC.0 x9lo 8 D BCD BC 40.0 BCD ge67 CD C0 BCD B.C.D ABCD BCD BAD BC BSA BC BC D O CD BCD A ABC DCBOB AOC D A C 0 B. 0 AB D A8.00 ABCD ABC SA BC 4S0 BCD ABC ABCD- AACD HCA BC ABC A C 8 70.0 ABtD C B D D BC B BC B A 7h0 BCD 8C BCA CA C BC A A OD.O BCO B 9 0 BC BC A A A B3A - B C� B C C B A A A WA ABCD CO BCO AB.0 8.6 BC A A A A 0S0 BC.0 �69,cOp ,BkCA C BC 8 A ��A A A _—_�A 100.0. BC.O ABCD ABC ABC B.0 A A A A „ % B�C�Q,.„, At D B C BC,,,, ,� 9,.,,_ ,,,,,—, __ ,_,,,,, � A _ A 11GA BCO B D BC SC A A A A A A 119A ABC.O ABCD BC ABC A. A A A A A 120.0 BC,O BC ♦BC B A A A A A A 1250 BCD 8C B.0 A A A A A A A 1080 BCO BC ABC A A A A A A A I39.0 B O BC BC A A A A A A I40.0 BC.O C AB A A A A A A 1450 BCD BC AB A A A A A A 19DA B.CO BC A A A A A A 1IAS0 B.0 AB A A A A A A loomsAMC8 A A A # I A ANCHORS TYPE. LEGEND A 3/B". CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2' Min. EMBEDMENT* G 5' Min. (HICK POURED CONCRETE (V=. 3000 Psi) B 3/6"oki 1/4" POWERS CALK —IN ANCHORS W/ 1 1/4 Min, EMBEDMENT* TO POURED CONCRETE (f'0 = 3000 Ps) & 3/8'0-16 MACHINE SCREWS C 1/4'.13/4' ALL POINTS SOUD—SET ANCHORS W/ 7/8' Mtn. EMBEDMENT* TO POURED CONCRETE (f'C - 3006 psi) h 1/4'0-20, IB—B STAIN= STEEL MACHINE SCREWS D 5/16'0 ITW/BUUXX TAPCON ANCHORS W/ 2 1/4' Min. EMBEDMENT*TO POURED CONCRETE (Pt - 2899 psl) * EMBEDMENT IS BEYOND ANY R.00R / CEDING RNISH QVIGA STORM BAR SPACINGS "a" (1'f) now 60) 2' 2.BB7' 3' 30 4' 4.5' S' S.5' B' B.6SY 00.0 BC0 ABCD ABC BCD ABCD AB, D .CA C S.0 BC SSA ABCD B D _A,B C,iD B D AB 0 BC BC BC �A AE A 40.0 BC e 0 C ",CIO AB B.0 AB.0 A A 49.0 BC0 BCD C BC AB.0 ABC A A A A 50.0 ABCD BCD CO BC BC A A A A A 69A ABCD B ABC ABC A A A A A A 90.D ABC ABC BC B A A A A A A 89A BCD BC BC A A A A A A A MO S.C.D ABC AB A A A A A A 79.0 B D CC A A A A A A ADD ABC AB A ♦ A A A wo AB C A A A A A A 00A ASO ABC A _......_.�—_.._P.._.__ A A A A A �.__ p A _._......... q .-... __.__ - _ - _.._.-......._ - _— - 700.0 C A A A A I= AB A A A A 110A A A A A II A A A A A 190A A A A A- - - - - - - 1250 A A A 180.0 A A A- - - - - - - - 139.0 A A A 140.0 A A A- - - - - - - - I4 A A A 190A- 1540 A A 100.0 I A I A I SCHEDULE la FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (R) FOR END AND INTERIOR MULLIONS FOR GIVEN A.S.D. DESIGN PRESSURE RATING (p.a f.). & A MAX. MULLION SPACING (ft) SCHEDULE 29 WALL MOUNTING MAX. SPAN (F nFOR END AND INTERIOR MULLIONS FORA GIVEN A.S.D. DESIGN PRESSURE RATING (P.S.F.), & A.MAX. MULLION SPACING (FT)• MwU'aw. 59Niq (S: MAXIMUM MULLION SPAN GO p y„y10 W14 16�w6LBf e➢A09q (N MAXIMUM MULLION SPAN (FT ©4'x811/4'MULUON Q 4'XO'XVV MULLION ©4W'AIIYTHICXrTRANGE) MULLION ©4%'xIlV MUWON 014-4YX/4-MULLION G74W'AtWT= RMCE)WAUDh (W Re OMARDH 1 oftwty a4 OWOMARI N t OORM45lYt ] OR ARCR 1 W MA)IDN 3 ORRNUxOR 1 0 MAoUll 2 O WAM 1 OR 0(1R 2 DPoEY)A110N 2 Z W oR MD M6WV1 TRD O Ultoo DIO W1EOfpR ]RD 1N0 I'llTi' A aM *fTIRgR F END IHRAICR M IPR90R aM OADWR )ND eelFA(O MAD 2p'-0' J-1 0-e Y-3 12'-0' 9'-4 1VJ e-0 R'-b'F4- )_6 1Q'-8• SOA -0' )-lp• 0'-4 -0 12 1-4 ID->' p-O' -0' T-' I]'a 20A ST-V T-1• B'-Y e•-V w-5' W-V 10'-0' T-)' 12'-6' b'-f 1' 12'-6' RO 20'-0' )'-✓ 0'a' 6'-8' 11'-' 4ol) 10•-0• V-10• Y-10• W-4' 1V-11' W-1' T-)• Y-3' 12'-r W_V 19'a' 46G ffi-0' Y-10' Y-IT 6'-4' IM-11•' W-t' 9•-T )'-Y W-6' 'V• V lY-6' 480 20'-V C-6• V_r e•-V W-6' )•-6• V_r 6'-11' 1Y-8.' B-2' )T-V 486 QO'-0• V-0• C-V 6•-6' 10'-8'- TM• 9'-0• F_IfY 1 ' W' r 1 M• 809 '-0' B'a' 6•-0• V'-e' S'-11' Y-8' e60 ]0-V 6'a' -2' Y-0' W'-1' Y-N d'-il' s'-T 1 5'-11' 1'a• 6S0 30-0' -Il' b-9 0'-0' -d' 6-r S•-Y 12--1. Y-)• 12'-6' O80 ]V-0' !-it' r-1 --!'-V '-10' Y-0' W-)' 1•-10• I]'-T A-Y IY-' MA la-0' !'-9' Y-0' S'a' e'-8' 6'-1'- d-8'- b-2' 12'-0' V-V 12'-e- 00.0 f0'-5' S•-r Ya• V-B' B';8' 6'-10' 8'-8' Y-6` 2-0. 8•VIYY �I '-1�5'-6 'Y )'-B' S'-4 q'-1• 8'-1' V-4' 6'-] ll'-1V� p'-0' -IVQ9'a'S'-P 6-f0]B.0 le-e' S-V )- °-O Y-V e'-3• B-V V-2' W-' 5e4 )'-' 1V-Y S'-0' -) S 9'-•- 5 fi'-t0' B'a ♦-6' 11-T S'-b)'a' !-1' r-10• ba V-lV b-0 1Y-Y 5'-b 1Y-1' Otto 15'a• b 1.r-r V•'. 9-1' V-Ip' 0'-Y O-' 8 Y-d IY-4' d50 Y-9• r-Y b-4' a' S'-3• T-9' Ya'tl'-6' - e'- 13'-S 68o IY-0• Y-0' Y-J• S-4 1'a b-f 'U'a' W-5• W-2 S'-10' r-T Y-S' YK' b'-B r-1' 6'-0' Y-Y-V b'-) t'-3 9n9 lA'-Y b'-10' T-T Y-S' 0'a' 0'-It' Va' 4'-1V A'-Y 5-7 tY-] 4!A IY-!` S'-IV -) 5•-r )a a-5 -0 6•-4' If'-3' 6-5 6'-d 1]'-3 95A f3'-5' b-10' - !'-6' n-3' 6'-11' e'a' 4'-11' 1Y� ICOA 1Y-1' Y-11• )'->' S'-)' Ta' W-V r-0• It" 1Y-V �Y-e' S•-9 lY-3 IODO 12'- ' S'-Il' Y-T 9'-]' B'- ' IpBA 1]'-]' b'-0' Y-)' b-J -B' 6- -9 7-0• 5'-r B-J' 7-1' 5'-Y 1'-0' 5'-9 1'-3 1104 It'-)' 6_'- Y-T b-6' Y-9' 8-r -P 0-a' 11'-Y 5=8' Y-10' 12'-] IIOA 10-)' 6'-0 J-)' S'-0' 9'--- >' ^ -0' d'-!'t il'-S' 5'1�_ lY4 1104 H'-P �e'- -)' - S-9' Y-9' 8'-0' T-9• 5-7 /1'- • S 6- 6'- 5-I1 1 '-Y i ----- 6'-1' J'-Y S'-9 B'-]' Y-II• 'B'-0' ❑'-' 5H na )'-Y SY )-p' B'-10' T-9 fi'-i' il'-S' b'-f0' 6'-0 f2'-0 11tt0t-6• 0'-1' Y-0• y_y q•_p p_3• 6•_y1 •-5' C-0• t]'-JIlDA IV-T W-Y )'-0' S•-10' )-IV r-0• )-ID' e'-Y fl'_r r-0' 0-1' 11'a 11n0 w'-r e'-x• a•-r !'-f0• '-Y )-P nb' fl'-5' B'-1' 1 -] 0-1p nd Y-)' S-fD'Y-9' Y-0' Y-B' _Y-9'S-S' )'-V e'-Y l2'-> 1]OO 9iV b'_]' Y_r 5'_ID' 1'a' i1• 0'-• 2 IY-] IRO 9'-S' 6'-1' Y- _ b'-tl r-1 ' )'-Y r-lo' V-IE• f1•-S' T-r e-1' )2•-3 IS60 Y-Y V-4' )-0' _ T-11 1'- ` 3 ra' W-Y T-!' C-T IraT-)• e-o' Y,F r-Y r-10• n-w 1v' r -Y e'-]' IY-3 14W 0•-1. V-4• )-) C-0' 0'-' ] T- • nV b'_r 1Y-] 6'-1D' S-5' -6' 6'-0' Y-9' T-4' Ya' S'-11' fl'-6' Y-4' fi'-Y lIIa 146D 8'-tV 6'-5' )'-e' 6-0' 9'a• Ta' Y-•_ 1 1'-S• C-J'W-] Y-Y 0•-4 1 1MA 6'-B' e'-6' ))=Y 6_i' q' T-T e'-] 11'-5' i-a 1 '-3 ]' d8' )-0 B-T - r-V Y-9' >-1 H-S )•-6• b-S 1 '-S IbM e'a' 6'-0' >'-T --6'-Y 0'N' )-8' B'-Y I1'-5' n'-!' IY-> r- Y-9• > )- 1 _."........._" ...._..., .12'-3 6•. .ten.Y -3. )'_q._., b._y. IULLION MULLION SPACING: "S' MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. 1 MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. A. _ Nautilus Mtn r' .�?t,,,p�y•'Q• ,�� nw rzmxl a cMixcc9wtt IxxnAxr EXPERT SHUTTER SERVICES INC, yA[EN61t�I,)+' ^'._xec r,:,y„wlin�,wri61- 17.92fc4:. '4j �UtN/' i a'N][R A i6U1 y, ➢F. 9.E. SEAL/SICNA)UP8/pI.TE nCNDA tx.I ,reel }IQi 34 BN SCHEOULE20 WALLMOUNTING MAIL SPAN FOR ENDAND INTERIOR- IONS F RA NA.U. D D UREPATIN PSF d 1-0 MULLI SPACING G�1 RtllI9 IF.0 IAn lam slvaa • MAXIMUM MULUONSPANn e®1 MiNO (P'9L) IVM];XIII NI1 MAXIMUM MULLION S 04'XS•XIM' MULLION O®4-4*1/''MULLION ©4•ATAIC TKCK(3V NANOEIMULLION (,G4•x6'X1M`MULLION 014'9nlWMULLION 4YiX114'THO @0. FUNGE)MULU gxm • GR)HMtgN 1 GI�IMIION 2. MB2NTMi0N , OREMIXICK 12 MWAM 1 QRIIITAtgp 2 MIDIAA11Mi #1 OPoflRAT 1 ORnNIAIXII 01 tZOTI CP83RAI1GN #1 O1RMMnN 1 Dn MIEROA om LNDGOP d0 I 041TRIP11 ENO I NIDNNV On 02D I INRAf08 Dn. l"IlUt R I ma I 6470UDII Ut0 a1lutlpl I MD 4,7t"00 mo I nRDIION Rf0 1 -0 1,- Ii-a a-9 'w- W-6' I I]-B I IV- 11-a 12- H'-Y 12- don t2-• 0-9 1 -6 SW IR-0• IV-r Id-n• v-1• la•-6 lY-d• Il-n• m'-0• 1 •-a• 1Y- • 'r-4. W-s• 3'AO tY-0' p•-a lo•-tl v-1 12•-a' 1 -e• n•-v tp'-0• m•-r 12•b• @a lr-. 9'-10' IT-S a -a• 11'b' 11'-B' 11'-4' 9'-Y IY-n• II.-Ir Y- 1x'-a' aoo- IY-,v FC 1 -0- •-Y 12•-v W-Y 11•-O 9'-V 1rb• Y-6• 9'-r 12'-V a3A )Y-0' 9b' is-1' 8'-a' IY-5' to-11' ION-11' p- t l2• v 11•- 9'-Y IY-Y 4e0 12•b' a'-.' 10'-I B'-! 1]'-0` 1a-1P IC-1t p'-r ❑'-6' 0'-0• U2'-0' a00 1 -0' a'-9' q'-Y 8'-1' 11'-0' 1C-1' IO•-Y -9' 1 •- • 10'-7' rw 1 - • 00q - 'r-0' B'-1• a'-d' B'-1- 1]' IG-P. IG-Y e'-9- IT-W aa9 lY-0' d'M' 9'-S' T-la 1'ro' a-10' taq' 6•-Y 12•-Y 1a-- 1 a'-' 1Y-• a IY-0' T-t0' 1 '-a• P-10' --IF q' 1Y-6- e'-1 400 IT-W a'-9• 9'-r Y-a• 11•-C 9•-Y. Y-1P r-Y 121 y- • ) r-9•_ lY-6• Im 1]'-0' )-Y l'-3' a'-3' r-10' Y-a ll'-a' 9'-d' Y-1,• r-3. p'-]' 1Yb' )'-9' Ir-a Ix'-0' 6S0 Ir-0• T- Y e•- 1 )-0' 11'-0' 9'-1' 9-a' a-0• 1]'-6' Y-0• T-6' -1 -5 tlp IY-0• Y-Y 6'-11 T-Y 1P-0' 0'-P 3 IY-a• u•-0• r-.• ...e• a•-1. la-Y e•-v ab• r-1 1Y- B e'-I,• l-2' Yb' 900 I]' -a 6'-11' 6'-e' a'-11' 1a-0' a'-p' 9'-]'. T-,0' ,3'-a' is9 Ir-0• r-,- e'b ero fa- Y e-e• a•-r r-e• ,'_ •-) n•-M• , -a+ Ix•-v eb' a•-e• aro• IG•-r v-s 9•-0• r-6• ,r-a• a-n•. 1]•-6• OOA ,Y-0• a'-, 1' e'-a' a-S' tab' a-]' 9'-D' Y-S• 1 '-b' '-s' B'ro' lY-6' ODq IY-0' 6•-3' a• -a' a'-5' 10'-]' Y-3 4'-0' Y-S' \Y-S Yro• la•-6' If10 JY-0 -a S-2• av' 9'- • Y-11' Y-ID' -x , •-a' v-1• a•-W IY-6• m Sro' •-Y Y-3• - l •- • - Y-IB• a• lr-M C- • 1 •_ 6oD p' • b'-a' ero• a-1' 9'-1' T-B' a-0' -0 1'-5• )'-10' a 6'-' lY- (_ 1'-0' a'-1' e'-0' '-C •-,- Yro' -0' )-0 1 - 6'-s• ]'-• Sao i]'-0• 0'-a• -IV B B'-fa ,r-r r-s• a'=r=y-;T-�'- pA 17=- 5-11" -10• 3'-It' Y-0' rb• a'-' 6-10' lY-1' -x' fOOA 13-0• B- i-B •-)' 3-9 C'4 )'_0• e'-3' d'b' It'-9' r-0' a�G' _ , a' jy - •-)' -a'. A'-B• a -a Y-9' -0' 12'-a• -0• 3- Y- F-9 r- C-' 1P-6' a'-' I'ma'- "" 1)- • -10 ) v SCHEDULE iW M AD MAX LL P P S L FLOORTO CHILINO /TMPPEOI MOUNTED SPAN fal OR END m memOR MULLIONS FORA GMN A S.D. DESIGNPRES UWI NVUK ) E I ES ID G . MULLION SPACING III)• 00 4 MAXIMUM MULLION BEAN (In 0 4);6k1MTMGK MULLION! Ot 4-Xvx1N'THICK MULLION - G3 21A7 A. TIO;X EfUUkTB rxptAW01 Irian Mf R I'JU'7 ! 191D1 H W saP.m JI Fit OM3f (0)t �PAn, firm (4 1 co)t ON -ail.-w]OO Iz-0' - lY-f' IY_e• ,3'-n• lY- n•-W 1a-leW1Y-o• 1v-Y lour ,Y-oav Ir-0• = o•-lo io�a• -'e'-I ia�g'; - 11•-W10.1tz v-s 1•-B• n•b•mA... 12'_• - •� B'-1 _Ir1'- MA—_— aaa -a-D Yaa 1Y-r I'-V I2-r - I1•-o• afsM a•-0• - IYb• 1Y-a• -Ty- —a u'b• Ir-a• 'Tr - 1r-o• ma an dau Y-a v-D• - 1Y-a• -a- lrb• I •-W -6• 1Y-a• n•-o. a09 C IY-x• IY-]' WYro tl'M 12'-3' - - JOD Y 6--w 9'-0' 7-7 a- W a00 Y-0' - Y-0' 6'-0' 9'-0' 9'-0' - Y-0' QUI Y-0• v-0• r-w 9•-0• vw. 9'-0• W d•-a - Y-W r-o• 0'=v 8•-C CM2D a00 a'-0• - Y-W 6.4 7-0• v-a_ -_ sF- aed xOt )aD 6'-0• 6'-0' e'-a 9'-0• 9'-0• B•_a 0•-a 9' D• P'-ll• a-d' q'-o V- q•.D• -0• a -a - - Y -9' • 'N'' 0' - W- q'-a ' NOTE: USE 11.0' IF ANCHOR CONSISTS OF HIP. INC HU" SCREW OR POWER FAStENERS, WEOGE•BOLT ANCHOR. SEE SCHEDULES 122ON SHEET 100. SCHFOULE 2M ❑iMTTEOLOAO.MULLIONSPACING S6PANINSTALIATIONI W EO SP FO NI F N SO. P E U TING .ef A O trtr 6 aA' E I MULLION;PAGNG Ifl!' ENO MULLION -- 4y ...._ ✓' - __ :INTERIOR B ___ • MULLION S MULLION SPACING: "S" • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED.A9 t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR)OFERW T'"`•-. Pw,1 3i, _ ,1''•�r T r'' U�FAhv %' ". ,ttn. Illsull � (P"4 MAXIMUMMUL IONS N G 4'A641//•TKCK ION O7 4'xBMN'THICR N ZrTd1YTwX FLVWMULLM frAWn 00. N9D9F46M�pRMW1f (fit (0)t Ra11nW HiR04JdaI5DrtM01 1 )r kRt at It)MtilR flf�DaA f4t of FNO POTNW6 EN➢ tMOB011 8P2021 IXI 1,11110051 fxa Y ---_ 2S0 iT-0' 12--etea'_ ,3'-6' Il'-IP 18'-9• - If-p' .n9 1'-0' IY-' W-6' 1'-£ tl'-a' _ 12'-V - -jr-S. W-1r 1a-n• 17-6- —" u• aao 1 •-D' - u•-o• 1 -c ) ->• 1x•_ . _ u•-o• ...mR-. u'-Y' _ .1J•- 9'-IC )9•_Y IY-6- n• =w aD.o e'-B;- - v-B' B'-m e'-9• a•-o• - •-IY "am e•-e• v-0' p'-a• 9-0• r-v p•-a- 060 0-0' 0-0' T-V 9' m9 m ?'-Y_-0• W- - Y-0• W-9' ,--D• Y-0• Y-a- e'_D' _ u'=o• 9'-a W-V - -0• W-0• Y-0• Y-W 494) e•-w - -0_ •-0• 9'-0• sw - 9-0' 9a0 e- • - •- a'-c T-0• - 6'-C - 9no v-0• - ..R1=Q._ v-0" 9•-0• v-v r-0• - v-a-a 9'-W - B'b" IEO-0 - •_0• •_0• •_a• - Y_p• P.E. a ]on m1Ea xa:, ME C -0, mB a D�uEAixO caPrulr rxw rrM Jnu NB"7uP1'li°n)' r.. � 4mvn-m, -n �w.pHBcDcp� o.wm �YIFA A. IILII Y. PE !LUM Vi. p 41B> 111 f`rau {f tus LLL :RgBNg SdnnerSydrom Iraw w: k m/zai,) m¢ EXPERT SHUTTER SERVICES INC. K SR. D4 .R. BIBt[f Po9t V. tIN9:, R. 14904 wPlotw» rs-vau. ns ra-ena 17-244 LAwn r '•` � ®'� `°' n� 'mom �+ J. _. _..M. •w.... , 99>7 r3 OIA SCHEOULE-Tc FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS -FORA GIVEN A.S.D. DESIGN PRESSURE RATING (D.s.0' & A T-W MAX. MULLION SPACING.(ft)• SCHEDULE2c WALL MOUNTING MAX. SPAN (FT) FOR. END AND INTERIOR MULLIONS FOR A 131VEN A.S.D. DESIGN PRESSURE RATING (P.S.F.), & AND T-W MAX. MULLION SPACING (FT) Bt2. 61 Q1 KMN2 (9+E0 1a aADAu (6i • MAXIMUM MULLION SPAN (IT) WIL AUM SaXep (N MAXIMUM MULLION SPAN Uq ®4"x8' IWMULLION G1.4'xBW 'MUWON fit 4'xnIA THICKP!8' FLANGE) MULLION QO 4'ks'k114•MUWON ©4-.8'AI14-MULLION 02 CxrklN'THK:K •FLANGE) OPoENTAiIIXI 91 OhEN1A6pN 4 OeIG.TATON 1 OFENTATIW q@FMAII¢ 1 010CMA60N 2') O91@ItANON 1 OAIFNMAON R oPoENiAP01i 1 IXOtHFA1XW 2 ORiEMAIgN 2 END BNE9f06 END INTDIEI no INIENGN END INIDEW m no 91R" dtl 11¢ERbA END INRAIOR END INER109 no INRWOR END oermc.9 rb• 1 -6• tR-e ro 1 w IY-e 1 -e x-4 12-e +x-a ix-e Y-a w• -a + •-a• 1 •-e r-e + -e• W-e trw Ix -a• 2DA '-0' t2'-8' 12'-e• Ir-e• '-e• 12'w• 6• +' • Ir_' + •-r 1 '- T- • 1 •- • 1 IS•- • +'- • 2'w' 1214" 1 •-9' WA r-D• tY-a• lx'-a' lr-a• ir-a' r- • 12'-e• lr-as 1T•_e• W 18_ _ _ I '_e• •1f_ V-0. .6' 1 '-6• 1 '-e• I •- +2•- x'-a• 1 •- Ir-C NA r-0' t •-e' Ix' 1 - - t '-' tY_ 2 w• - - •_e• tT-e• T-0• 1 •- • 1T- • 1 :- t • Y-6' 1 '- ' t r-0' 1Y-a' 11'-r Y-e' -e' - '-e' • 12�a' 12'-6' - 1 '- _ - '-a' Ix'.6' '-a' '_e' f '+ • _ 1 '-6• 12'-6' mo 060 r- ' i '-e• I I'-r it -a' t '-' '_6` 1 'q' 12'w'•m i '_6' 1 + W-r 1 '_ . 1 '_ >'_ . t _ - Ir- • W-e• 1 '_ 12•- 1 '-6• 12'-e 6¢9 r-0' R'-e' In' -I• tY-e' I'-• 1'-' •-tt' ix' ' 12'w' 1'-' 2'-6' 12'-r - l•-Y R•-' 0 R- • •-e^ i'- '-6' t'_r •- 66¢ r '- ' 1 '-r 1Ta' f '-6' Il'-Y ." i '-6,• _ 1 '-e^ 1 -a• _.26A_.. 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