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HomeMy WebLinkAboutSET UP-INSTALLATIONSCANNED BY St. Lucie County GENERAL NOTES: - B: MWOF9 SHALL Be INSTALLED MLOWWO-ALL OF ME RECOUMCNDATOG AND, SKCUiGTWNS' OF THE MMOR'S MAHUFSONRM I. NAVMIR ROLLING 6HUIRR SYSTEM SHOWN OU TANS PRODUCT flALUARR66NN OOCVMENT ((P I)1M5'SEEN -WISH FlORA1 BLAlDiNG COOS O._ NCIKIRS.RMPRED FOR STORM BARS CDINECilONS NALL BE AS SPECIFIED ON APPLICABLE. SECTIONS SHOWN CN-SHEET B. VERFED' FOR COMPLIANCE W ACCORDANCE ME 3017 (6W' EOIIptH Uf ME -3/6,00 1/4' CAR-NS.MAANfACNRW BY POWER FASTENERS, Wt. A RUTS lUUNNC 51RD1ER SYSIW SNAL NOT BE'.00RALLEO. AT, RAW VELOCITY HJEUCME ZONES (MIAMI ME. -1/4-093/4' SOLL0-5EY MANUFACTURED BY AL PONT. INC.. /BROWARD COUNIES). •. - /8'0 KMK BOLT n MANUFACTURED BY MLR. INC. 0ES0N WINO LOADS SHALL BE DETERMINED AS PERMOTION1600 OFTHEMOVE MENBONM,CODE, -5/16.1 TAPWN MANUFACLIRED'BY ITN BWLDEK, INC' FOR. A'SASIC WHO SPEM AS REDUAM By WE JLNODX:RON MRERE THESE BARRIERS IOU. BE INVA1113) 'MINIMUIE' EWE DSTACE AND SPAONG i0R'ABOVE NENIIONEp ANCNORS'SNAtE BE..IS:IN01Gl8B BELOW OR ATMOVEMENTIONED SHEET: MR A OIREWONAlYM1' FA,Tq( Ne.C.BS�U$NG. ASCE 7-10 FOR IN5TALURONS UNDER 2017 fBC EDGE DW94CE AND PREDMENTS ARE BEYOND ANY FRESH MUPL, FR AND SHALL NCI FOICESS THE MA%NUM (A A) D sIaR PRESSURE RMUDS ACROSTIC OR CROPS W N4U 10 A 20 M IN, EMBEDMENT IN OROE3 TO VEIRN THE MOVE COMCRION. ULTIMAIE DESIGN WIND LOADS DETERMINED PER ASCE '7-10 GROUT FILLED QR SHALL BE FIRST REDUCED. TO,AS.D, DESIGN MO LGYD58Y MULIIPLHNG.wfM BY OA IN ORDER TOLL MCHWt. SPACING 0 IBM ME DISTANCE O TOOU CONCRETE CONCRETE BACI( TO COMPARE MESE W/'MNL (A5.0) DESIGN PRESSURE RMXW INDICATED ON SNEER IS WAU 10 h 20 MPU 28. 3/8•0.1 114' CALK-19 3 3/4' 4 1/Y 1 1/4',(S pF) NOT ALWFCD 1/ib43/4 ET Y. J' T/8' (SAD Pf1) NOT AUANEO 2. N DRDER TO N UII FIAT WMPONENiS AND MORONS ON MIS P.ED, AS IBSTED ME NOT OVERSTRESSED. EUXT LONED ]/eb KMK FAT R 9' 4' 2 1/Z' (]000 pH) M1DT NOT A = INCREASE N A LOAABIE STRESS. FOR YMD LCAOS WAS TZ USED N THEIR ANALYSIS. FASTENERS SARONGS 70 WOOD lMVE BEEN DETERMINED N ACCOPpAltE I41H HAS.'2015. ALL 5/18b TAPcDN.n ] 3/Y 3 I/B' 2' 1/4'.(2899.pe9 NOT uLOWED NANTOUS ROWNG SHUTTER SYSTF]1' ADEOVKY iGR IMPACT AD CYCLIC RE!MUMCE W5 SEEN NERD® IN ACCRRDANCE VUM SECTOR I609.11 OF SHE MOW MENTIONED CODE. AS MRUCW TEST LAB OF SOUTH 10. ANMORS REOURE➢ MAIMULUON CONNECTIONS SHALL BE AS SPECIFIED ON APPUCMBL SECTIONS SHORN ON SHEETS 10. FIOOIL R S ; / IOSD.01-GB AS PER ASN E 1998-05. E INS-05 AND E 1]0 STANOAJNOB; 01WJFYNG' WSDLAIONS f0R IWO ZONES f: 2.3 R 4. MISSU TYPE D'AND ONLY MPLICME TO BASIC PROfECRON IGA 11, 1)A 12, RA 1J 8 I1 --KYAE.BOLT MKS. AR DEFINED BY SECTIONS 8.2.1.t, 81.1.2 AND 8J Of ASTIR CAMCAMSEE SNEEIS 19'8 20 R E%PANSIOH ANCHOR -KUS-H SCREW ANCHOR MAWFASTURED YONUFACNRED BY HYR. BIG. W FILR, INC. FORA ADDBO TOHAL U10DiKN5. FOR -WEDGE-BOLT ARCHON MUrLFACNRFD'ITT PORUI FASTENERS. INC. ]. AL ALUMINUM EYERUS! SNAL BE 608]-T8: ALLOY (UNLESS OWU MSC NOTED). SEE SHEET 2. MRvMUM ME OWANCE AND SPACING MR ABODE MEMIONW ANCHORS SNVA Be A5. N=M BELOW OR AT A T MENTIONED BNEET. 4.-ALL SCREWS (EXCEPT END REIEHEION SCREW©T TO BE STARLESS SITC. 30.1'0R 316 SERFS WTM SO W YIELD STRENGTH AND-20 YM TENSILE STRONG) dt CORROSIONS RESISTANT COATED CMEDN STEEL AS PER ON EWE CISIM'CE AND WBEDMEIRS ME BEYDND MY CANTOR-MAIUMU. EMBEDMENT 0 1001 ]0018. ALL SDS. me Fell SCREWB MANUFACTURED BY ITW DVUOPX h SHAL'GOMPLY W/ FtORIW DURING CROUT MILLED OR ANCHOR SPACNG 0 100%. EWE DISTANCE Q TOPA CONCRETE CONCRETE BLOCK WDO SMITION 24T1.3.3.4, 3/4'0 KWN.80a TZ27'.. v 4 314'..(3000 PA7 NOT ALLOWED S ODDS R1 BE FSTM A-$07, OAiVANAZED OR A51 304 OR 316-SERIES SIMRE54 51E0. WITH 36 Ax3.MINIMUM 1/2"0 WA M R 22 1/2� 7 1/2' 1. 1/4' S30M P$1) NOT ALLOWED ]JB'0 NWAE BOLT iZ 0' 4. Jf8' 2 (JOM..PSt) NOT ALLOWED 11BD MONISM 3/e'O:NUS-N SCREW 5 7• (( Som NOT PILOWED 8, i1AMDL111 ROLLING NUNER SYSTEM BEERS US, . FATEK15: 16,095.125 AND 0..408,98Q 1/ P5!) N01 ALOWW JjBY WED[N:-80LT 4 T/2' 4 1�2' 2 I/2 J. ANCHORS TO WALL FOR®8DE RAA SHALL SE AS i0LOb5: M 5/8 O NISHI B39 fIR FDT 80.1.7 1/2' 7 1/2' 2' 1/2" (3COD PSI' NOT ALLO ED (A) TO ERSSNC POURED, CONCRETE: MN1. 3000' 4" COMPRFSSNE STRENGBL II. IHE'WSEALL00N CONTRACTOR IS, TO SM/CALRIA. AL PRODUCT COMPONENT EDGES-WRCI1 REMAIN IN CCNTORNKR CONTACT YAM THE BTUDNG -6/16.0 TAPCON n ANCHORS AS MA UFACMFED BY RM SUILDEX, INC. to PREYENT lM0/R4N LNTAUSIM. CAULK AND SEA, PRODUCT TRACKS AL AROUND FULL LENGTH. -3/r0 MARK BOLT ] ANIMISM AS WIIUFACNRED BY KIM NC. 12. O BWSL BE MICA RESPONSIBILITY OF ME CQN`I1OA TO. VMFY ME SOUNDNESS OF WE STRUCTURE NNERE PRODUCT R TO Be ATTACHED TO A.1) Mw/WAN EMBEDNEM INTO FouRED CONCRETE NALL BE INSURE PROPERMOIAOFACE. THIS PRODUCT NALL MY 8E ARAMED TO CONCRETE. CCNCRETE. BLOCK OR WOOD FRAME BWLW4CS. NOT b19E�MMFNT IMIO TStUCCCO NA L 1CONSIDERED M PART8OF WE m RED PFMC. ENT. I1 1H5 PRODUCT' WSTALAIGN NAU. CDMAY WAIN ALL SPECS INDICATED W MIS DPAW81G PLUS ANY DRLDIIO, AND Z0.Y= REGM.ATIMS PRQYNED BY 1HE:.PIRfSpCTMN WNERF PERMIT 15 APPLIED TO.. A2).MINIMUM EOCE DISTANCE (RED.) INTO POURED CONOIEM SHALL Be - .. 4' FOR 5/16b TAPWN Ill. ARMORS .Is 5' FOR 3/8b, NWU( COLT.3 ANCHORS. -EDGE OSTANCE ISBEYON i{. ETPNO MECHANISM km PRAT OF TIPS PPPROML MY MIN MATERIAL. IS. ((0j MIION's PREPARED BY'MS ENGINEER i$ G[NEAIG.AND, DOER NOT PROVIDE INFORMATION FOR A 511E SPECfFlC PROJECT; 4<. YME1E tNE STE AS) IN CASE TUT PRECAST PRECAST CONCRETE OF DUCK PANEL.,: VENEER OR PAVERS BE FOUND u i%1NODKKS OLvt4TE FROM MEMO P.EO. ' FLON2. IN ME WALL OR FLOOR; ANCHORS SHML BE LONG ENWGH TO ROACH DUE MAN STRUCTURE BEHIND PANEL SUCH .PANELS. (N) CQNTPARWUCD BERESPONSIBLEN FOR SELECTION. PURCHASE MOUR SATE S TR$ MS PITAT T OCCUMC' E IS TAILED ON UClIO SITE T< HE/SHE DOES NOT OEYNTE fR04 11t: CONOUg15:dPAM1EO ON TANS DOCARPFM, CONSMUCRDN SAFETY A SORE 41ff POD. DEWY M (0) M BUSITNQ MF FILED CELL CONCRETE BLOCK' WALL: ASIM C-9O CON1FAtTOR'S PE5PON981U(Y. ZIM' f -SJfrP TOWN n mCH0A5. AS MANUrACNREO WY BUILDER, INC. (0) MIS P.EA WILL BE CONDOEFtEO NYAud' IF ALTERED BY ANY M6W 5: B.)) MINIMUM SMALL 2 1 Of 5/18"0 TMLON A AY[ItOR$ IN70 ME GROUT FN.EO CELL CONCRETE BLOCK 2 f 4'. PANT OF THE. REOUWEO EM8E04ENT. (6) SITE SPECIFIC PKIMCIS SHALL BE PREPARED BY A FLORM REGISTERED ENGINEER OR. MCHTECT WgCI4 Y4 L BECOME THE ENCN'EER Of RECORD ((E9R) FOR ME PROJECT Mn WHO WIU. BE FESPORSIVa FIDE WE PROPER USE OF THE P.E.D. EH:C:NEER-OF RECORD, ACRIO AS NO ENBEONEM .STUCCO SHALL BE CONSIDERED 0.5 NO EMBEDMENT NT A GBEGATFD ENGINEER 10 ME P.M ENGINEER. SMALL SUBMIT TO THIS LATTER ME SITE S'ECAV CRAVINGS FOR. MAEYY. B3) MINNNM EWE DMTANCE (CO.) Of 5/18'0 TAPGWL n M'UAWS INTO GROUT FILLED CELL CONCRETE BLOCK. NALL BE 4'. EDGE DISTANCE IS BE1'CND ANY MANI MATEANKl- (a) TR9' PE.M SIULL BEAR'r16 LUTE AND DRICNAL SELL. AND SIGNATURE BP ME FROrzsInN .EwWCeRI OF RECORD THAT PREPARED O. 0.3) W CASE TAAT'PRECAST SPOKE. PRECAST CONCRETE OR BUCK PANELS. MEER OR PAYEE Be FOUND ON T BUSTING ITN.L W3 FLOM AXlCHM SHALL BE LONG ENOUGH ID REACH ME MAIN STRICTURE BEHIND 16. PRODUCT MAl$HALL Be LOCKRID OR A-FICADLLT • SABLE LM.AROV AT PRODUCT N ACWRdNCE MITI SECRWI 1709.2.3 a "TABF1 SUCH PMEL. ROJECIA BIMg10' NALL BE PLACED FOR D OFENNG. LABELING TO COMPLY VON SECDDN 17099.2 OF ME FUDRUDA SJUA6 (C) M DOSING -.WOOD FRAME BU ONO: SPRUCE PRE-FR-SOUTH (0-036). OQUOLKS-FIR-SLUM (0.0.46) M , Q, �i ONLYBE USED ID - ME STATE OP FLORIDA SOUTHERN PINE 12 W/ 0 ..0.55 MN. FLORIDA BUILDING CODE (NOR RCN 11010[ilr fi,ixriema'ID"") -5/16.0I~%L,MCHORS. AS YANVFACNRED V IINI BANDER. INC. t ALE,,. Aai67 '} iRl o901x n11MP Msc NauEilus C.1) MINIMUM iAmkm NO EMBEDMENT EMBEDMENT Of TAPCON n ANJSORS. INTO ME WOOD FRAME UM SHALL BE 2 1/0 PFfVMM PENEFRATWN.. INFO FINISH MAMRML SNAL, BE CONSIDERW AS PATE OF THE REQUIRED EMBEDMEM,;%. t i . •_. * --""+' S 4 - IL E C O ROIZtr30.91n08rSyst07n Oep.Rq. . .'QOk l` Itlt. R XHamFLam�o cogry x� EXPERT16SHUTTER�S WRIT, INC.. C.?] MINIMUM EWE OISTANGE QJ M TAPCON ANCHORS, INTO WOW SHALL BE 2 1/4-.EWE DWANCE IS MIT TPREfJSS � .Tf5xN�0 �A � �' Tp°A�°!M N, s� `1I1IL1� 3404 ^O'® q�m x a-m r� UM m-cv0 CT) I7-244 ME THATYOND NE PRECAST CONCRETE OR TRUCK PANELS. VENEER OF PAVERS BE MUIR) ON MDUECNExPSRNLOSWAE OR iLWR. MCRod SHALL. BE L0.N3. ENOUGH TO REACH THE AWN BIRUCiURE BEFIWD � 1 . �AOTA��1iy�� tl P.C. 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STM Iva AND.w/ 4VLuiNS,W/ HEIGHTS U*KNA TKAN 111-0'• '.W CIMAM SN4A: START W/ 01 SuiS At TGP; ECUAWED BY: 02. ys...... THEF£AFTER AEL. TNE'WAT COBB, EACN SLY I:Sw CCU515T OF INiE (5):SLATS OF: THAT SlA MUBER PRa(EGVRE fGA. ADS=."S:DOWNWARD BEIM It SIX SNAM BE CONTINUE :UNT L #10 MAT 15 INST&LED, AFTER CO , G. INST0.r LEO. M POKINh $10 MATS must BE USED t0 CO1i('vEIE'THE TOM SKBTER ' NLTG4i: OF C� i OR P 8�P Re Of R' or, oT� �• R W—/10 D4R WW 42;13 `"s 3Mt2S ATPN ' _ or -(SEE'BONEWIES ON ' ' (SEE BCHED= ON ' '{SEE SCHE{WUS ON SHEET 15) SNEE;S'115 &:.16) SMEET is) TYPICAL CONSECUTIVE SINgLE UNIT ELEVATION ,W/ MULLION & W/ STORM BARS NOTE: SEE 'SHEETS '.2. & 3, POR' COMPONENTS NOMENCLATURE. Nis. 16-0 5lis'o. TAPCOtK XL w!' RQ.'PED r�/i6•a iM'CC'IS n w/ Y',11a' W�: EO6+AMNf h 1.OD.nOD6 _ MY. 1•.1 V i/6 OR 1 r$•.i16• . I a'd7/a' RN BMDFIt lt% SCRFAS ALLLYWUY TUBE— - P 6Fn. 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BUILD-OUiMOUNTING SECTIONS Y-Y 'INSTALLATION DETAILS DN E I T : WOOD BUILDINGS fto REm eU,ww, OWE (NN9n 91pti VW Ivy: 9arrleene. Eaw) 167 _ <wr� P< Nautilus OL jEO=V ~Systim IL ECO,EY<. m< EXPERT'SHUTTER SERVICES INC; i C tr w�c+ire " ' tom,„sn P V. e4W^.AE sn�� 17-244. %S�ONA6E116dRr! •�yg-occ„rR,aeQ.•.^. °""i>u-� ....^., RSHry�+��/'�)�,J1A!......r 'WN]N AfiL1tJi.'1'R:. P.£, SwfW4YrtI11ir%wE glw„N. {w (ntlPiPk2 S :MRi 1 Rrb 04'o 17 A Sm 18) ciei%e'�iur •. °`. +/Y. Vr SECTION W/ STORM BARS FLUSH MOUNT (WALL) `R /r SECTION P-P (PLAN) TRAPPED MOUNT .BUILD -OUT MOUNT - BUILD -OUT MOUNT vr+n ain•.+• SECTION O-0 (QLAN). SECTION Q-0 (PLAN) ORIENTATION /1 ORIENTATION /2 WALL MOUNT ENO. MULLION WALL MOUNT END MULLION (SEE A INTERIOR MQLUON -TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G G1 G2 tt I/i . r. D 1/2 ae Vr ac A FLUSH MOUNT (WALL) BNLD-OUT MOUNT SECTIONS. 0'-0' (PLANT INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS w v+• - r SECTION O'-O' (PLAN) ORIENTATION �1 WALL MOUNT END MULLION d-�.244 !: min. 4' E. £Nn. C. Pin. 0 27 Pin, FDR U �, 1 E£E SiEP 1 CH. EMEET T R FOR MND ZONE-, I 1; 7MriDRy p 1Ay WWO ZONE—� d14 { !dd SEPPM11OPl TO j (SEE SCNEOUCES 6 A. li Z' Nn:'FOR' a I e SnEE75 ly k IB) I 1 IM =NE --a a I DnE1WR- --SEPAPATRIN•TO x K 1 I I iSEE.SCN�Fs x. �.....m n g'-EE1S IS & H m?. 0 0 3/}6•e TMC6�5 2 O 24' 4' o.0 a C 4416T' 2.. K t>nEtmOR 2'f311 jp'vC-S' (608J-TB'NtOYj - 2' O ® NUIRNMM ANCCE EA 510E w/ EwS'M u RW�116DA' TEK s,7n $ 70 TD u eon (FYP..TIP k^BOjfON) SECTIONS - S .,oAR DETAIL A IM' -20 Ox 3A. 18 MC E,5tAM USED.JDURIY'W/ 114-0 v 31a' OD£@-SE1 CH 3/9'0 x 1 1/4' C -IN ANmgR3 RESPECIKO( VALt, eE't TDOEMER W/ i1d KM A7 111E UE SM4 WS PE.REPO W. (3EE OCE,.A)i (2) WS SOW -SE MC40.9S:0 (2) 3/e•F Rea MT 12 E)A� k/16R TAM QIj 3/I6•0 LV:AH 1O A�' 0 SECTIONSI - S7 04161m:' 1 " E EDOG op soh- F—, '�POUPm OOiJCRE1EJ Ex.SRNC-�' GLA55 Sn ZF� e � a $� Q/8 Of s i£ R/8 Or R'/8 J- wn. u.n fJin, wmi 0/8 or R/8 or R'/8 (6061-M ALLOY' �GLE ASIDTI) 3/4-0 Tnflu DOLTS TO MULUON(GJ& (J) D A9 RWiK SOL Ti EKP 0 MCnOR W/ B' Win, EWBmMOIT TO POURED CORC m (To. TOP & S t OJT SECTION XI -XI W/.() (END & INTERIOR MULLION} b%LM6,NTATJ, N 1 (6"W) (6061-16'"OT) (606t AE M Alum. ANGLE rU O Wf TO WUYL1gN �$YU.k�L-S —, BOLT II ON W/ 6- m- TO POUR-CNRETE (:xp. TOv'& BDJroW) /T. ALTERNATIVE SECTION XI -XI W/ CGi• T 14 I T j4'x6' XfMR o SECTION Xi-XT W/ Sam") r Bono O vouRED (fs e a w coicREEE Wm.). (END Moro. & INTERIOR MULLION) (END MULLION' ONLY (INTERIOR MULLION ONLY l' ✓ '�'� i B ear. Mt C (WI ORIENTATIONS d I) ALTERNATIVES SECTION X1-X1 W/ tl iJME��5t/9 (8'x4l lT APwc�E �tV/.ORIENTATIgON R Y) FOR (2) 3/4'C M. K BOLT TE EXP&WN (4'x8 J i"W;n.. ED. ' ISui, E.O.^-MCHOn O WiEFMR MU l •• 'AND (ORR TATMM p). ,A' AAL• 80X NOT SHOWN FOR CLARITY ED. `Cft (1}S ve* KYPx EMT n pfPANSiDN ,wcnoPs m END ma mpuu R UULLJOKS ,tJ r, y1 •= DAPopA B�AIAINC CAE (JJan IDgA YNocTy Bun(e (GI& Q (O Atxry (t I qs) AND' }:M1O 4L'LLgN C ;(OPoCMAJWN) ,N * I ni, •W..44 RZ O]CJi riRW kM, fifcl 11Tauti Usv FLOOR TO CEILING/TRAPPED MOMMNG� MULLIONS ndR X� SECTIONS W1 END& INTERIOR TRAPPED MOUNTED MULLION INSTALLATION t/g I- nm.. ED. -'"isEE acninnE, Hp—.. 'tie sa±EuucE H EtR� b' 9I8. nirRiFANi ii a � � PMIRED t p WE J SEE SCN 9 6 IX'S NG� AS rdS ° 6 n �y 9 a E Q/✓3 OF Q/8,Or _ = R/8 oro R/8.or 3 R'/8 R'/8 W. (.) uFDn _ !SEE. SCHEDULE ALTERNATVE SECTION X1-X1 W/ CG * (4'L8' INTERIOR MUWON ONLY W/ ORIENTATION: 1 2)- . tE wiowY©N wm) epmm t eDu* mEauaalED wam ;?AI EGI m M SXLDJE lw m mSiu m43 L 4 a a m sari a W.'ED LND, YJWM SPADNO FSD SMY RSOIUR]tq, mu" Otff l - R:SGDm m comwNL APPW.fY,pK m lEDA p e!. W+sY'J11 ASA. EFLS �RR'cS5VF4 NFK 1r-a' Wa Muir lti SP DNC. EXTERIOR iR SOLDIL S it A 12 fD2 FlTYI WA PFCS /HAWQ1 om ti- RtSDEflR9t RD KVLILLASAA N SB pal. DEwi'fiPE FAlm. SEE % DAlS I t 6 #2 SEE 'A2RM1E5/1 h 12 TPA AMIIQ'U1,sPE6 NDURDI DH D - Ea6RACW u^.iCAPA4 FTA:VWD Sxl. YYDmn FSR. (,t Mau 12) FZ-tz� TERNATNE SECTION X1-X1 W/; INTERIOR -AND END MUWON V ORIENTATION # 4) p (4'a8- INTERIOR MUWON ONLY W/ ORIENTATION j .2). R'tSNrlBIE '�� um fly F+UGI.RE (SEE SCiVECUIE HI)ED � SEE SCNECUtE (<) ANCNOttS K'J =XFM (SEE ScHax E 11) SEE SCHEDULE dl. I 11ry', ALTERNATIVE FLOOR TO CEILING /TRAPPED MOUNTING: MULLIONS n OR n 'SECTIONS W-T (4 XB' INTERIOR AND END A. END A INTPRIORTRAPPPTYMDNNTED M(11 i ION-INSTAI TATION* SIDE RAIL(D) AND BOX NOT SHOWN FOR CLARITY ,NO, SCHEDULE /1 S „1MILYXL55 /HdOR'ifl[ t 5RL {11'F. Tw G NRaI) fYHtWRRJMbFq •. IAUI NC FP.S-N 6:��. ]IR•. WIFR.fA.'1mIEA Ug b (mIFN.vN) uVtuavi ] t/Y S ,/Y .^��' 1 w. M!l FK M SM h 1/r, Po FASlE1EH nc_ scar FrX m m py Dw h mauxp) uwuv ,• ,- V D Ax /1. j2', mt W. MT n at. RA©e ®MEWON � M( aiNfAFI@i d1) k®(plp YWgNN/ 21/Y 3 1/2• RCF dl). b . /]Y XY.A pm.Mn-M scp�x h�/1 , IW:A.FASIQIFA'. N1 [END CR Pi1FRmP )r/ D2BNQTmNS /t ox . J• e• 7/2-. NN.n.Nm kWOC MT rZ ombP tOP c h MRJI.'ai �,� nmt� t21:a u I N/ J W > lIr Aro+ n B• I/Ye Km RI] ms. SWGw m II2Y�PtMtR i �.T NYTIW SEE mom a+ S 1S' `U 21 VYID Fat [1m h V YJilKKi G t ]• 6• ./AN'EMtna45 n ON P. SCHEDULE 02 iemF anm niuna iwlm frFE a s>a lttv. Tm a Nm*pY) ��� �Feu� ao•o. .er2n L.b t n. ,• Wmu K MUS-N-WSM t S/0'F PfIKX Fl4l j 1/2- T ,n• - T F1G110R. CDOE (Nan: Bob wac W. 17-244 unec a anal Jana Or p Mn: 1 1/2- OtiFApR W8 r Va or i[Y CAP InP:W im mw !'nCONT.. ALUM. 4' IrWSUIGDEX' *s. TO TOES. ..EDGE _iF: ISPtICP9tC-' WALLMOUNTING:'MULL10N5 OR URC�R W LL �SECTI— ON Wf ENDA INTERIOR WALL MOUNTED.MULLIDN WsTALLATIbN SLUE: 1/8- - 47 E,OM iF /�PGLR'FBLES POURED (fi - 3 8` Min. I ECtC 16'"N1PUCME1 7 3/4- M . E.D^_.^-1 T DQD210R POURED CONCREtE (Poi.. 3 kel,M 8`'Mln; THICK �RE0REQ1Oi 7 3/47N14. Ly- AA, k.. u _ y 4":9-aS/8' (bObf-Tb. nti0'n At., I PLLC''} T ' 'A+um. k4 t EA SiEE. £CGE Ir N'PUGPLf Nwn: e11G! E'.G. SIDE: EDGE'1r AaPttC/9LEJ -SECTION X2-X2 W CG)-OR. (a* ALTERNATIVE SECTION.X2-X2. W/ (G) OR CG_ �s (END &.INTERIOR MULLION) ,(.ENO & INTERIOR MULLIONS . 1 IM" W Ri P "W) (6"x4",or 6"W) 4"x6" or 4 z8" • SICE RAILOD .NOT SHOWN FOR. CLARITY �I I Zm 0/8 Or R/8 or R'/8 EDGE iF APPL{,'AGLE^ 71J2' i t 1 LEND cAc' icn. _ 1 5AaiJ4' ..,. .., �Jt % -QOR OT EDGE IF OPUCNIt-C -s }�°ml. ANctS�en VOL E I ExIEkOfi ALTERNATIVE'SECTION X242 W!(Gi OR (Q' � I jI T L413_Ni�iLLl_4lll (W1 r {4`s5' or aRiENTATION "R 21 49x8). 2'x9 t/2*4G62'KOY- r. AUUM. E W/ `i/i'Qx3/4' MY BUILDEX SCREWS...O 24' 0.c. TO'TU9L WALL MOUNTING: MULLIONS (0)OR(1511 POURED UUNCRETE WALL SECTION W21 TO EDGE —F APPLICAM 7. I/1' Mr. ED, iT. I/Y N,n E.D. J� ANGLE EA VOL EDGE IT-AMUMLEJ ALTERNATIVE SECTION X2-X2 W1 (Gj• (END_ & INTERIOR MULLIONS) (EUf QRIENTAT109 S li. -_ v SEE.MAXIMUM(6)(INTERIOR) & 0 (END & INTERIOR) WALL N10UNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & W ON SHEET 28= (UNITED •LOAD, MULLION SPACING AND SPAN •INSTALLATION): 1f5TAt1ARW c4sE.r - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH 160.8, p.s.f- MAX,MUM AS.O, DESIGN "PRESSURE R47ING, 12'-0' MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE WJ MILTI INC HVS-H OR POWER .FASTENERS WEDGE -,BOLT ANCHORS. INSTfJ1gTON CASE W - COMMERCAL APPUCATION FOR ±100.0 P.A.f. MAXIMUM A:S.D: DESIGN PRESSURE :RATING„8'-0" MAXIMUM MULLION SPACING. VALID "FOR CONNECTION TO CONCRETE-W/ HILTI INC KWIK BOLT TZ ANCHORS. �.$IDE RML,@ NOT :SHOWN FOR CLARITY• 0'/8 s'>P� min. On, Min. fkEE•8 i,j". t'1 I j,y iEDOC ➢G SU9. I k �K 1fN11JElE FOR (2) 3/4'0 KV.'.k BOLT TZ MAMON EO--j —9" Mm. 6➢.------;,M0RO1y 0 IMIEROR MUWON tF '(OMDMTON p2). Mn E0------- 9win, G➢. ft (1) Se'm Onk BOLT E%PAN'STON 'PNCNORS, 00MUM FLOOR 'TOCEILING /TRAPPED MOUNTING: MULLION Q SECTION: W3 END WNTERIOR TRAPPED MOUNTED MULLION INSTALLATION (6061- 6 ALLOY) 10.E EA WOE W/LL�1aa27: S/4'6 SLTS TC MVI N y a Y VOK WLT TZ £XPAt m W/ 6' w.. BvBE➢NEST TO CG.Yi:RETE'(7n, TOP h SECTION X3-X3 W/ ,{EIDJA_ULLION- ONLY) (9V ORI€NUTIOM&. ` (7'X,41 INC. 17-244 „ ft r Ems' p S j. d ACCIIUH.Ei Ma (SEE. SCHEDULE FLOOR TO CEILING /TRAPPED. MOUNTING: MULLIONS Q$ SECTION W-3 0 SEE: MAXIMUM (9 (INTERIOR), TRAPPED MOUNTEDMULLIONS -SPAN COVERED 8Y SCHEDULE, IV FOR INSTALLATION CASES I, Ia & It ON SHEET 25, ` ,(LIMITED LOAD; MUWON SPACING AND SPAN INSTALLATION);. INSWIAIM CASE'I — RESIDENTIAL AND. COMMERCIAL APPLICATION SEE. SCHEDULE #i FOR ADDITIONAL SPECS -ISlIQUATICN. CkW L — RESIDENTIAL AND COMMERCIAL APPLICATION IXIl W/ 360.8 ps,f. MAXIMUM A.S.D DESIGN PRESSURE RATING, 8'-0"- MAXIMUM MULL101 SPACING. SEE SCHEDULE @1 FOR ADDITIONAL SPECS. ALTERNATIVE SECTION X3.x3 WI (C3 f RI NT TI O (Z'xT INTERIOR- MULLION ONLY) uo ca.rurt SCHLRAE g1. %SLOE. RAIL C0}'AND OOX' NOT SHOWN FOR CLARITY. ,r 67 MAL1ATILIN CAM-11 — N 1.PCMMERCIAL APPLICATION FOR_±100.0. p,s.f SCHEDULE #1 1NSTALIATION MIN' R THICKNESS ANCHOR TYPE h SIZE MIN.. ANCHOR ,.. MIN. [ME DISTANCE FOR CASES REWD. (TYP. TOP h:: BOTTOM) EMBEOMENI ANCHOR. 318*0'. NLLTI INCrH0 H -:J <' 0 Y 1/2' S 113�' 3/SCREW, POWER FAWNER WEDGE- BW.T-ANCHOR ,0. 1/7T0� 77 INC. KVWK R I/2•. B 1/2,RX. .1 U0 HLTI INC`'XWlK 3 i/Y T i/Y TZ FOOE & AFHRhBt£ 2.W6100 DEPTNx118' Cart. V t ALUA -LEE (TOP &.80TMM) W/ , a _SLTEM� /'k 0.0.0't EV�4 5/1$'tl 7APCONS xt W� 2 if4" '2 a/e` Wft' Wj ,' OA..B,a60' caL4u+:268.iiE0. k'n.O1E20M[Nt 0 24 •:c. wASHpj O 24' 0.c: �J4 MIn.' LO }_ min,ED. L�t, _ T Eom * APPL asu: 7 3/4 Mm, ED, Dc+mmtA ]IS POLPMO _ 2' 1 7` CONCRETE (Pc =1 W WL), 9W 8'. Min: THCK REQ'D. ♦. 1 ( POURED CONCRETE ( 1wCR`REO'D`. �4� EXRWDR T-+j iND.CM 7 314• NOTCH WE8 tr& fi.0 £D.-.-EO.. L3� 4' (TYP. TOPJ80T[OG' �' x3/e- (sDst-T6 ALLOY) �-- ;Ah i D. (WhL MOUNTED SHOWN. MAY 6E y. z.ALSO INSTALLEDTRAPPED MOUNTED EACE'iv APeucae[E J I PER SMION�a-'Q* ON SHEET 8) ° I g A _:,:.::T _ DctE . SEC11ON k444 W/Y �7 • �" p ,(END- &. INTERIOR MULLION) (W1 GRIEMIXTION @. L) 11Q71/E:2-wl M'a. ED > 3J4' `— - yy - LE1J1/4 e. /4' ft, UILD ANGLE Wf iJ5"0xa/4` tiV! BUILOEY, s SIDE RALL (D} NOT' SHOWN FOR CLARITY. `ti yF TUBE, WN. E.O. TEN SCREWS 6 ,24• c.e. TO I,. E127..i >• CONBNJOUS POURED,� CONCREiE((c $bi Mn) ' tQ- a' AEn'T1ECK Reo'D. p 4 X4 trvzrts/wrta9 T 1l2-. ,♦ t TI2. (0T: rteremm+> E0• ' 4 z3f61o'-10"{808,-TB ALLOY) Ahf: ANGLE F'A Titij�� \ EO -ED PA. S!OE w{{ (2} 3f4'0 RU lNN.is TO WiNUO4 pV('+' . 9 , L (2) 3/4L0 MNK BOLT TI pPMNON MYNOR_ N ` : GCdT TLDRIpA BJrtMkC CODE: LTEan Nigh:Vn'aply 1Wrrkmw:-Zaw) Wf 5 Nn. EMeEpMENi' 20 PoLAM =OREEE ♦ �5 D10,> R'KGd WG: Nautilus 4411 ,.c APO WO@ fi LECABIE.. - WALL MOUNTING wALE� (TYP: TOP.. &. BOTTOM): MULLION•>2i ♦ 3 * ��, ]fiC �.TNe' RoniT�samesssysiem Wxrto UREDCTIONW WAIL . *LSMG •; :��°;""PERT SHUTTER SERVICES INC. x ? � . :y �� SECTIOrvwa. F �>� a".��`..a wna»-,aI i0....� 'r+.n. Twaii-cac i7-244 END,&INTERIOR WALL MOUNTED MULLION INSTALLATION ...... L,Y s-.wn"'�m"�wew .ram %H as w�c wi ., �... , tn,; >161 >;;«m •EDGE IF AFPLKABiFj. CYRNUOUS POUREP.. cauv IE.(Pc e Sw '8"'mm TMCKNESS FIrO D. zY6'Aun:'E.D. EDGE I,- APFUGA'E�7 SECTION X4-X4 W/ 03i 7--;&*3 L.!PIS�[C113 I I � OSEE WXIMUM GQ (INTERIOR) LVALL MOUNTED MULLION SPAN COVERED. BY SCHEDULE 2V FOR INSTALLATION -CASES I- & JC ON SHEET 26 (UNITED LOAD, MULLION SPACINGAND. SPAN INSTALtATIOtI)' HISTALATION CASE. V —'RESIDENTIAL AND COMMERCIAL APPLICATIONS WTH ±60.8 p.s.f. MAXIMUM A.S.D.: DESIGN PRESSURE RATING, 12'-0° MAXIMUM MULLION SPACING. VALID FOR. CONNECTION TO CONCRETE W/ HH-11 INC NUS-14 OR POWER FASTENERS WEDGE -BOLT ANCHORS INSTALLAIM.OISE 8'-'COMMERGAL APPLICATION FOR 3100.01 ..p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE' RATING. B'-O"-' MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO_ .CONCRETE Yl/'MIL11' INC KNNK BOLT TT ANCHORS. WALL MOUNTING: MULUON Fa9� POURED CONCRETE. WALL �.# SECTION V", S" 0 INTERIOR WALLMOUNTERMULLION INSTALLATION * INC. »., iA.= STEP 1: OBTAIN JOB SITE'S"D. DESIGN PRESSURE RATING (P a.t) FOR THE OPENINGANODESIRED SLAT "SPAN '1'(R) TO PROTECT IT{SEE GENERAL NOTE.AVSHEET I). ' STEP2 ENTER TO CHARTS (ta, III, &,Ib')'THRU IC ON SHEET ISTO DETERMINE, EASED ONANirl SLAT SUP (In), ANDHOR TYPEAT SIDE. PAILS,' A.SO. DESIGN PRESSURE RATING(PR.t.),, THE REQUIREDMAX SLAT SPAN^L`B, THE FOLLOWMG(NFCRMATIONISPROADEDATCHARTS T THRLI IC TOPROCEEOWITH PRCOUCTINSTALLATION VERIFICATION:. • ENTERAS.D. DESIGN PRESSURE RAU14QSEE :STEP (1) ABOVE • FOR ASPECIFICPRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT: SPAN SHALL BE CONSIDERED.' La .THIS IS THE MAXIMUM ALLOWABLE'. SLATSPANF6RWHI6HAGNEN1/2"SLATSUPMAYSE USED, FORA GIV7NASD. DESIGN PRESSURE RATING. • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART.Ic: PROVIDES SEPARATION TO GLASS FOR PRODUCTS WO OR WI STORM BARS (SEE STEP4). STEP4:if'PRODUCT INSTALLATIO14 INCLUDES STORM BARS, MULLIONS OR STORM BARS & MULLIONS, THE FOLLOWING MANDATORYADDTTIONAL PROCEDURES ARE APPUCASIE. PROCEOURE4a.IF STORM BARS ARE USED,. 1. MINIMUM SEPARATIOWTO GLASS FOR SLATS IF STORM BARS ARS:USED SHALL. BE BASED ON CHART le, ONSHEET 16, IT SHALL BE MEASURED FROM BACK OF SLATS TGjGLAS$.� Z ENTER TABLE 1 ON SHEET 22 WIA.SO DESIGN LOAD; STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN .(HEIGHT), 3. ENTER TABLES 2OR 3ON SHEET 23: WITH A.S.M DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINSAPPLICABL€'OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP & BOTTOM. OPTIONS PRCVIOE ANCHOR SPECS ATANCHORSTYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS AS D) OR REMOVABLE (ANCHORS 8 & C),. INSTALLATIONS &ACHOICE .OF 2 OR 4ANCHORSPER CONNECTION DEPENDING ON LOAD AND STORM BAR: SPACING, PROCEDURE 4b: IF MULLIONS ARE USED BUY W10 STORM BARS 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT VM STORM BARS SHALL ,BE BASED ON CHART' 0 ON SHEET)!, R SHALL BE MEASURED FROM BACK OFSLATSTOGLASS. 3..SEE TOP& BOTTOM 1OR FL OR O EJU G(TRA FOR RE V#,,L MULLIONQDNNECLLIONS INTO AT CONCRETE FOR FOR FLOOR MULLION UNG (TRAP ORV�B1.LMOUNRNGS OF MULLIONS INTO CONCRETE F9R A: GIVEN MULLION TYP��;&-Q�j; PROCEDURE 40 IF BOTH STORM GARS '& MULLIONS ARE USED 1,. MINIMUM SEPARATIONTO GLASS FORSLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALLSEBASED ON. CHART Is; ON SHEET 15,ITSHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2.ENTER TABLE ION SHEET22 W(A.SD.:DESIGN LOADAND STORM BAR SPACING AND DETERMINE MAXIMUM'STORM BAR SPAN (HSGHT). 6. SEE SHEETS:10, 10A, 11. 11A 12, 12A 138'13A FOR MULLION CONNECTION DETAILS AT TOP & FBOT A GFOR NEN FLOORTO NG G3 � g �} �L MOUNTINGSOF MULLIONS INTO CONCRETE SLAT PERFORMANCE. CHARTS Ia. lb. lb' & -IC: (ONLY VALID FOR U2" SLIP! FOR A GIVEN A.S,D.. DESIGN PRESSURE RATBao (p.sf), PRODUCT MOUNT CONDITION INCLUDINGANCHOR TYPE AND FOR INSTALIATIONS VW On VWO CHART I8. CHART Ib CHART.Ib4 CHART ID USE fi1T tisb,. ttY4 1sE MA1mDal wsmc A2A. ION; VAt>rE -- 3l8"0'KOK-BOLT 3 ANCHOR. POURED CONCRETE S(78.0TAPCONXI.ANCNoR %/8.0.TaPCON LANCT40R w o6our reue9.9nt concne¢ et9ac _ 10'Pn+aa cax6xct6. .MAX.. 60N MAX, SLAT SAIN •L"* (m T. "LMIN.• (FT) MAX SW VAN �'I.MAX. n REGU1PID MIN. SEPARATION TO GLASS YD D TO BACK OF,SLAT {',A} 'Room RAiiNG (pgt� Ilaelr A[BODg!'A[N916i W 1nIm1W@ m icr E;W'm1F144i IWLL ! IPANl2. !ua6rt xR MAI9# euln A I, 61ttD-art W( mv,omW x+a1 fawgr sutm; mVPm =M0�21T xSXWat w+n-art 6 -tM tmUH1 W/9{�j xEut9MW M SOMA .1_3 SIM 'MlA4SONE WI SI0.Vi1 sum I� 'haD. 20tE. `30A 20'-0• _15,-;' -a•- 20'-9 as -a'.. Is-. a9•-a• fa•a' 2D'-' 15-4' IW-9• . 151-6' 1• 141 Y 6' r 16A. 20'-0' .15'-3'. 2W-0• W-V 20'-0' 15'-a 18'-0' 16'-r 20'-0' 15'-.r 8'-J" w-G' 1" 14 t 2' 6' ]` 40A. 20'-0' 16•_1•. 10'-Y 10'-8" W-O' 10-T fl'3: f4'-10'_ t8'=11' 1F6' 14'-IW T2-&• 1' T ,14 T W 1' 46A 10'-0' 16'-6' IB'-0' 15-3' 14'-T 96'-0' I3M-9' 17'_4' IV-Y IJ'-91 lY-D• 1. 14 1 2'. - :6' 7` 'SOA 20'-0' iP-10' 18'-9' 14'-Y 19'-P 13'-1' IV-10` 1Y-Ia' i8'-2' 13'-I' i2' 9' ft"-0" 1' 14 f Y` 8' J' SSA 20'-0' 14'-E'.. TS'-8' 13'-4' /T-g' 12'-4• 13'-11• 14'-1" 16'-0• 12'-4' W-0' 10'-V 1` 14 T Y 'e• T 60.0 19'-Y 13'-9• 1s'-0, 12'-7' W-9' 11'-s' '13'-1" f-f'-5' N'-2' u'-e^' W-4" - 10'-W 1` 141 2' a, T 0.0 18'-4" 12'-11` is -it' 11'd/' '15'-9° 11'-0' 12'-5' 10'+11: 13'-e IY-0' 1. 74- 8' Y 70D 17-4' 1Y-1' AS-3- II'-4T 151.-0' 10'-8' W-10' 10'-4' 1P-9' 00'-6' 90'-4' 9'-0'. i' jA IL2*_ S' P fi'-Y iz-Y- 10'-19' it,-_r 10•-0• II _4* 9'-5P 12'-a• 10"-0'. 9'-ID' 8'-10' i' 1J 1 3° 8' 7' 60.0 isl-9` W-W 12'-0' W-V IX-7- 9'-J' IV-101 .sr-1. 1f1 ]4 91-5• 81-Y 81_B•. .I•. IY 0• 7• 15'-0. W-8' 9-T 11'42' S-Y 9'-0' 8'-Y 1' 13" '8' T" 9010 14'-Y TO'-1 11'-2' W-Ir tY.-O'^ W-10' 10'-1° 8'-1)' 5 .0' , 8'-.10' a,-iw 8'-0' 1` 'B' Y ASA' 15-5'.. 8'-6' ID'.-9' : T-4- '.-0" 8•-5• - 8'-9• ,8'-7" 10-4'. W-6' 8'-8'. _ X-8' 1'-. 12 1/2• 'B` T 100.0 J2'-9' 9'-4' is-5' 9'-1' IV-r W-4 W-5' "8'-4' la-0' 8'-4' a-3' T-8' 1' IY e' 7- 1aS0 12'-2' 9'-0" to-1' 8'_9• 11'-Y. 8'-9' 8'-Y 8'»2" 0-8' 8-0' 8'�-0' ]'-a' 1' 111. I' :8• ]• 1100 1V-9' W-8' 9'-9"' 8'-6' IV-11' T-10* W-W 7'-Il- S'_3' 7'-ID' 7'-g ]•-2` T i1 i/2' 8' T 110A.:: II'-1• 8'-5' ,9'-6' W-4` tO'^Y 7'-8' 6'-8` )'-B' - 9'-0^ 7'-8' 7'-8'. 7'-a' 1. it 1/2'. 6' 7' 1204 126A IV-2' 7'-9' 8'-a.. t'-11' :ID'-T 10'-0' ]'-S 7'-2' 8'-5' ?'-6': .T -4 8'-11' 'T-5' IY-T v.. i'-5" T-S. 8'-50" 8•-9• I. 1•.. W Lx' 8' 61 7' T 139A 9'-f0`I7-& '8-9' ]-B' 9'-9' T-0' 8'-0` Y^Y 8'-5' Y$ T-Y fl'-B' 1'p+n 9'-b' W-6' 8'-19' T-10'- T-1` 8`-2' 61-10''- Y-0' B'-5' 1' t0 i ' .8-140.0 9'-1. 8'-4' T-5' 9'-1' T-8• W-1i' 8'-0' B'-.10' 8'"'' 1" i0 i/2' 6' 7• 143A 8'.-10' T- 100.0- 8'-8'156A 8'-2r'r-10'. T-0' T-Y, ]-2° 7-]' m 1` t0160.0 8'-08Y-B" 8'-10' '.8°-0". 7•_P ]•_5• 1•. tM 'G 7" 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED ASLONGAS ANCHOR. SPACING, SCHEDULES'.ON'SHEETS 17' @ 18 INDICATE THAT AN ANCHOR SPACING 1S AVAILABLE FOR THE CORRESPONDING SLAT SPAN'AND-ASX, DESIGN PRESSURE. RA11% 2.REOUIRES'SIDE' RNT.S'FASTENED 10 EXISTING -STRUCTURE WITH 3/8'0 KRTK BOLT 7'ANCHOR OR 8I.TAPODN. XL ANCHOR, *ITO POOURED 'CONCRETE OR GROUT CELL CONCRETE BLOCK. OR WITH 1/4`0. TEK2SCREWS AT MULLIONS CONNECTION: VALID FOR WALL MOUNTED, TRAPPED MOUNTED, .AND BUILD-OUT:MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DEMRMINED 9Y. LINEAR; IWERPOLA'RON :8MAIN END. •VALUES: WALL MOUNT DE9W1 " SLAT SPANARANCE. G > 4'-5'} >. 6'-e't > T.-W >'9'-12't 'D W-16'T > 16'-20't 9" 8. S. 5. 9' 7"-. 5 5/8' >8f-90. g•. 9'" :9T 9" 8':. 8' - & 5/8- '5.5/e"- s61-)m. 9'. 9" 8' 9'. 9' 6 1/2' b 58' TRAPPEO.MOUNT SLAT SPAN RANGE zaaFzM PATx)0 (o+ O'-44t > 4'-0'T' > 8'-eSt > 6'-T t > T-9' t > 9'.=12't > l2'-1M t > ts' 201 t BUILD -OUT MOUNT SLAT C SPAN MAX SLAT SPAN FOR A GIVEN A.S.O. DESIGN PReMRE'RATING SHALL SP© NN INDICATED O SLAT SMAXM EXCEED SLAT PERFORMANCE. CHARTON SHEET'15, oEsA _. .. - - - SLAT SPAN RANGE PRESSM 0'-411 > S'-8't > 8'-6't. > 6'-7"t > 7'-91t > 91-t21.t > tx'-ts'T > W-20,t (p E E E E- E E E f E :z 80.0 9' 9`. 9`. 9' 4' .9' 9". S. 9' 9' 9' 0" '9" 9` 9" 9' 9' 9' 7 3/1 7' 7" 5 5/e >6i-49. 9. 8. �. 9' 9. H. v �. �. g. 8. 9. �. 9' 9. 4. 9. 9.. 7. 7. 6' S 5/0' S 5/8' S Sj8 a4)-4o g• 9" 9' 9' 9' 9. V 9'.f 9" 9' 81 S. 9' 9' 9'. 7 1 Y 7 I/2 6' S`5 8 5. 5/8 5 5/8 5. 5/8' S 5/8' >6t-00 ._...__.� >81-ios 9' �. 9' 9- m.......-.. 9` A' 9' 97 _.r 0" 9' _.... 9' 9'. .._....__. 9' 9' 9' 9. 8' 9' 9' 9' 8` . 9' 8' 9" 6 t 2 9" 6. 3/4' 9' 6 7/0 Y 5-5/8 5 8/81 5. 5/8 5 5/e. 5 5/8 5 .S/8 5 5/8 5 5(8 ... 5.: 5/v - - - oi0t-tea 9° 9` 9' S. 9' 9` 9" 9" 6".. 8• H. 6 1/2 6" 61- 5.5/8- 55/8' S 5 6 >itt-u9 0' 9• 94 5' 9° 9 d 2 8". 8' 6^1 E 8' 78'' .6, 5 Sje" 5 5/e' S 5/8- _ _ - - - _ - >N1-ID9 S. 9' 9' Er 5" 6• 7:' Y 5 5/8 6 3 4' .8 J/ 1' 9 5 6 5.5/8' S. b: -� �' SLAT SPAN RANGE' . olsol �p 8u✓sfa9 0'-4' 1 > 4'-S' t > S'-e' t > 6'-7 T > 7-0' t "> $-12't > 12'-IS',T > 16'-2W t s]0.0 `. 8' 8' 8" 8•. 8' 8' '71/2" 51/2- a31-4o asl-a0 8" .e' B' 8' 8' 6' a' 3 3/4' S. B. 7' 4 1/2' 3 3/4' - >61-163 6 1/2- S" 13 3/4' 3 3/4' - >106-120 8" 8' S' 5 1/2- 4 1/2" 3.3 4' _ - - 121-ta0 B" 7 1/2' 6" 4 1/2' 4' 3 3/4" - - >141-Im 8" 8' 5"1 4' 4' TRAPPED MOUNT SLAT SPAN RANGE >4'-5't >5'-6'1 >6'-7t >7'-2't t >12'-18't -::1, 16'-20' t 6". 5 1/2' 67 6' 5 1/V 41/2' VPWOl'-44' j31/4- 6"6' 43/4' 3 3/4" 6' -5 3/4' 4" 3 3/4' " 6' 5' 3 3/4" 3.3/4' BUILD4)UT MOUNT SLAT ~SPAN C = PNOTE, MAX SLAT SPAN FOR A GNEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED M. "AX SLAT SPAN INDICATED ON SUS PERFORMANCE CHART ON SHEET 15. 4,tp, SLAT SPAN RANGE t > 4'--5' t - _ > S'-8' t > 6'-7' t > X-2't > b'-t2'1 > 12'-IV t > 16'-20' t MR] E E E I E E E E E E E E E 8' S. 6'. e" b! 6' 6" :: 6' 5 1/2" 5 1/2' 4 1/2" 4" 4- 3 3/4'6''''8' B' 6' 6' 6' S' 6' 6' 6' 6" 6'P 3 3(4' y 3f4' 3 3/4' S S/4'>tl-6lf 8' B` B' 6" fi' 6' $"'8' 6'''6'-4'4' ] 3/4' 3 3/4' 3 3/4" 3 1>61-60 6' 6' b' 6" 6' 6' 6' S' 3 t/2 8" 6` 5' S' 3 3/4' 3 3f4" 3 ]/4' 3 3/4'>61-10 6- 6' 6' 6" 6".6" 6' 6" 5 1/4 4 1/2 4 l/2 3 3/4 S3/4' 1;3/4 J 1">im-120 6'. 6' 6` 6" 6' 5 1/2 5 3/4 5 3/4' 4 1/2 4 1/2 4 1/2 3 3/4 3 3/4" >i21-140 6' 5' 6' S` 5' 4" Y3/4 i 3/4 J'3/{ _ 1 4 1 2 3 3/4 J 3/4' - - - - - - - - nat-tm e' 6' S' s 1/2- r . , PFIMME FATM PlRCE. SLAT SPAN RANGE _ > 5'-6`t > w_.r f > 7'-9' Q >-0'-i2'} > 12'-18' } > 1S'+2a' T. a'3o.P 8° 6• 8". 8^ 6'.. 5^. S'.. 1/2: —4 W 4 1/2- - M-tas e., 7 1/2' 5'. 4' >lw- 0 8• 7 1/2' 6• 4^ - - >121-10 8' -8• 5' i141-10- 7" 5" 4• - _ _ _ _ '.TRAPPED MOUNT 6#Naa: 4,a .. .SLAT SPM) ... RANGE'Dam W-4' t > 4`-8`:t > 6'-W t > 6'-7 T > 7'-V t ->. V-12' t > 12--18' t > IV -IV i. s aa.a 8^. 6^ '5^ 8° b" 6' 8' - i6Y-YW 5^ 6' . ,8' '# 1/2" 4 1/Y 6°' 6" 5 1' 2' 4' 4 1/2' BUILDAULMOUNT `SPAN--' L # N41E: MAX SLAT,SPAN FOR A ,S: EN AG. RATING PRESSURE PATWGSKALL SLAT SPAW EXCEED MAX SLAT SPM7+I WANC E C AR SLAT SHEETIs, CHART ON SHEET Is, 6L%R! SLAT SPAN RANGE Pfffum W- 1 t > S-5'. i > S-G,1 i 8'-71t. 5 Y-9' T. .._ > 8'-t2't . > 12'-t8't '> IW-28'f EAL E E E s Jt46. » Y�0 8" e' 6" 8' 6' 8' 6' 8' 6`- 6" 8" 6' 8" , 8' 6• 6` 6. 5' '8' 8' "8"' 'S' 8 6 '. -C. 6" 6 fi' £ 6" 8 5 7/2' 8' 6' S 1(.2 i' i. 4/2-1 4 - >41- 8" 8' 6' 6 8' 8' 'S 1/2' S 1/2 6' 6^ 8', - 6" S" Si/27 4 1/2 -' _. _ .:, 3. ale - - - - 6' 5 1/2' :5 1/2.. 5.1/2 # 1 S". .5" 4' .,. 4" #^ _ _ 3'.3/#• - _ _ ,-.. >61-+a8 >ta6-12o 6' 5' 6• S" 8" 6' 5' 51%2 6' 5 7/2 '5 t 2 A t/2 5 / 2 4 1/2 5.9/2 41 2"-J3 4 T 4 9.3/4 .IN - - _ _ _, _ S12 4: 4" _ 33#:.3.34- AtQ. 44167 >. SCHEDULE VC: Vx FORCES,(Lb/FT) & Vv FORCESS'(Lb/FT) ACTINGAT 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 AS.D-LOAD) sur �SPAN� "-� *tl41€; SLAT SPAN DEFINITION RRM)THB MTOVM S!BMTOi DNGSTF CTORIS F£R*MTOERTO'/E WA)m vy FORINS STRUCtmspe U1411FOOTTO SHVTTERYaA.t�VT PSMJ MPBOt.'PSPER SEEFSSKSNF(A t1E1GRTAT WBOTH JA}d85. SEB7H�SSiffET FQRNe6VyY.4Lt1Bz Vy SIDE RAtI. Vx r CCuu^^ �p"t FL Vy d `�'f 1?Gj°' ks'Q 4 FLOflIEN BO�LOMO WOF (Non Bfgh VeksiFy Wrtuzne awn r�.44161 _ � Nautilus ° k �eotuns.smt•�3�nrin eenm IL EGOEno u - t ao a nmw n cwrurc EXPERT SNUITER SERVICES INC. . RtQA �l awr .-o..w mf1`"a.+on ib295.w.. BSMteE o,Neti 17-244, , roxr s,: waE..2 uoes� ALEitl�t 'ieoocm�w<g <wr. Mw.cno.,...,me- r.xm m�-weo auwc "> • .� OAtE we'E2 A raii ,v PL P.E. •'Stu/sG ncwv. ua / a:�e> aw€+ �n as MAXIMUM " A.S.D. SLAT SPAN 'RANGE DESIGN PRESSURE 0'-4' > 4'-5' . .. > 5'-6' > 6'-7•. > 7,-9' > 9'-12' > 12'-1'6' ,2 16'-20' PAnNc tPsB Vx Vy yx Vy Vx Vy- Vu Ivy Vx Vy Vx: Vy Vx Vy Vz Vp 5 30t0 10 460 0 75 165 90 236 105 421 135 594 180 999 240 1390 300 >31-40 10 80, 10 100 386 920-440 7.4ti 398 180 823 240 1328 320'. 1823 400 >47-60; 10 _ 120 290 150 794 180 509 210 708 270 7266 380 1962 486 2553 582 �>6q-80, iD 160 616 200 767 240 ' 796 ! 280 1007 360 1695 480 2422 600 2547 586 >81-103 123 210 550 263, 71;1 315 1142 368 1372 473 2009 591 2492 638 — — — >146--i20 313 240 728 300. 883 360 1345° 420 1587 590 21i2 640 — — —^ 5121-140 552 280 960 350 9003 420 i6T2 490: 1869 630 '2039 635 — — — — >141-16D 761 320 t'186 400` 1322 480 1873 560 1740 640 SIATPERFORMANCECHARTIDi, & ICI:.(ONLYVALIDfOti IfYSLTPI-. SLATPERFORMANCE CHART Rbi BC IICl: (ONLY VALID FOR IPA• SLIPS FCAAGNFNMeLNNAASGCFWGN FRFbbOAE MTgYa'{Ae1f AN05MRTERMWN(CQYDRIDX FOR FWiApNENM41NAN610.&0.�.8111N9AE8$UPE R4TIN6{pB-0ANSIS.SIry1TEfl 4t0(INiCONMRONFOR MSTAWTIIONS VdO&IORH BAA89EA OEWLi M0W U16GLtATNNIaVAOBTOPbI8N6 F£ROEfAll.3CEtOW crwRT Ib I ° 1T+.. CHART lei cfwRT Hbl 'T a:.e/ CHART Ml ISNt91IN1 1109ma rgxwd AW temWnc ASg. LA.O —• 1$ -LCAOWIME A9A msW:WIV1![61Y01 (QIOF♦9.M98MAt4 WC I!$.t "IAIJJt Asn. 6118'O TAPCON XL ANCHOR IMSLAT SPAN •L4N.' (A $jV0TAPC0NXLANCHOR NL<uIN A02MIRFD:YAX SLAT SPAN 9ui0.wwgQ.' DU YM..SLAT. YS)��M..N� -.x:M1.' (T) WX StAT SPIN 'LIYJC• pp YIL BLF/RUgi mmuBmI To Atat 1D .... or Suit SWd pL'ggbp lK &PIROKM.70 . i m m oFDAa (H) 0olull W° IIpA i .C16e , wd� W( IXP�IGA F/ 19166 a tAaaJf ED4X XWRA .6-J N3 v .Ylif• a'-D" um P' IPI®A '8'-l` W/o srm BINS MYDI�I Mv; 1-J >MD mM, ♦ A4O ZWXF6 i NeA id+B ♦. $aD• to-O' I0'-@. IW'-0 ff-t` i• '8: Y-P.Y 8I 'f4'-0'. 14'-0' 19'-4• _ T-9• t• ;a 1 1• JSA « "Tag" i'-W":' T-9'- )'-J•V Y-]'t/e r-r T-&b- moo a'-0' :4'-4^ 10'•-0' 8'-9' t^ ! t a m---wY_ > E' ......r 8'-g'1 SLAT PERFORMANCE CHART III L: (ONLY VALIDFOR IW SLIPF FORA GIVEN MAWNWtASD. 0EIRIN PRiUMATIE HAm1G R"AND8MIITERdACVMLdimibN MR.. VMTALLATIONSV90IYfORMEARBPRtDETA128ELDV/ CHART IIi61. �pj CHART MCI IR.,fNOW bW6 RT®I mAN HF11�A9A i6A 14'. AGA &19.0 TADOON XC ANCHOR SPASUIT N •LTmA' CO)' RRM I" SLAT SPAN Mxw (rT) , mw= ISO. Now" .w am w a so To $ or su. (H) WOMB mce NomA as Bmu,i w o Sroau M ZXVI'Iv o IW no • r-r r-e• r-c s-r r .a-1 a- BEA'rt 6'-a' 8'-8• S'-f t• 1• at $ 18 SGA«' C_5^—' __ .5'-r ,„b'-B' 6-!''� 5'-9• P __ .8 f g' . no g0 r 6'-1' 6'-f^ 6'-1' S`-i" 1• 8 1 3 y� ¢f AT SDIY DEFINITION 3 JSW PER ORIARMCECHARTIV: O.ESSTHAN ttB'SLiPI ' FORAONFNASA OESIDNLOAA (WAfj. SNNfEAk W NTCOlfOfAGN INCLVDIHG ANLW O4IYPEAND FOA UaTAt{ATIOtiA.vlN.g(ORk gARg 9FR OETPa W BEIO W IWIgVP TAPOON XLANCHOR WX SUT WL SU7 SPNV E�;R�IN W 0.GinioiAo m� OEM '(M - FT y� 4eaY.' ra v ac pg. Ei d g a q3 moms e A w 6-8 ggA V-r HIM, d'-4 Am 5'-9' w « S->• [40.0 rf V-5• %km FOR INSTALLATION INTO WOOD FRAME STRUCTURES IR t9aBel WIYi KRlRk iO4Ai 191E6Udt AfA 18Y ipp�. trmt. 1No�•. tn) aw. m a2s ra>svm. WOOD GRADE IDIL ewo-4 aµ M SIRSI WRS RCBN wIM wpq R/ By wXA 2Q® HO IDf SOSRitXi1PCiE /2'. 0«S.5$) S0. a'-5^ ♦'-E• ' G'-0" '1' S 11Z. OOJCl/S-HR=501104 (fw0.2d}- SO 4'_6• +'-S^ MICE PINE -RR -SR -0.38 n N I� MAT SPAN DER N M l,tt. I 4 V I sst FxxAl �i �ll ISIP I , h �KU •�. �I Lt. Its«:I. � 1R•PLww:GaN�' yn tz) rw• &xu sa,� ,(Tm: Masoc sTarm) T DETAIL tELEVATION) AN 1. ASOVE MOICATED. MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR .SPACING SCHEDULESONSHEEP: 21".MDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN, AND AS.D:. DESIGN LOAD. 1: WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDNJCE WITH SPECS GIVEN. ON OETAL AND PROVISIONS, FROM CHAPTER:23 OF THE FLORIDA BUILDING CODE• MINIMUM LENGTH OF WALL AT EITHER 'SIDE OF OPEN.'NG,SMRLL. BE 33".. INC. •A OFse WALL MOUNT & SUILD-OUT MOUNT To 2ox4-1NOOD'STUD IEEE DETAIL I ON SHEET201. - WOOD GRADE war �aa 9x S AN per" Wo .V-d 50'JIHERN PINE $2 (43=045) 6 JO.0 6' 40 _ s• 50. 6" fi0 6" VS -FIR -SOUTH (G=0,46)'.. "" s 30.0 40 f'GFBIE-Fd[-S@1RI _I s a0.0. _ 6` WALL MOUNT TO Z"(6" WOOD 'STUD -WITH . MINIMUM 1/2"PLYWOOD' (SEE DETAIL2 ON SHEET201 WOOD GRADE SLAT SPAN RANGE ,, C4110 SOV NERN PINE #2.• (G=0.55) s" 8" 6•6" 4 3/4` $6. ` 6" 4 3/4" '3 1/2"6' 6" 3 3 "-3" DGUGLAS-FIR-SOUIH (G4.46)" 6` -8"6"6• " 6"SPRUCE t45 PINEFIR-SOUIN G= ' BUILD -OUT MOUNT TO 2 x8"'WDOD STUD WITH MINIMUM 1W PLYWOOD (SEE DETAIL 2ON SHEET 20) WOOD -GRADE .aa W� - VAT SPAN- RANGE U4' ->Y-6" >5-B >57 ... >7�9' >C-1u" ut - 8" YSrfr 8" wn*TIT 8" =' b• = 6". w:M,Y -:8". r ... 69 vaan: 5' vare v 6' wrr r wart .wrt ' - 15 30A SOUTHERN PINE 12 40 '6' 8` .. 6" 6' 6` 8' 6' 5' 6` 6" 5 1/4` `5'1/<» (Gg0.55) 50 '6" 6"' 6" d" d' B^ 6' 8' 1f4. ,6. 1/4^ 4. 4.. 60 B" 5' '6' - 6• 6" 8^ 5 a/4' S 9/ 4' - 4' 4-- 3' 3'. DOUGLAS-flR^SOUTH -s 30,0 6' 8" 6' s" G=0.46) 40 - fi" 6" 6'. 6' 6» 5 1/2° 5 1/2" 5 '1/2" 5 1/2' 4 1/2" 4 1/2' PRUCE'PoNE-Fdi-60USH S 30A 6" 6" 5' 6' 5' 6' .6 S I/4' ; 5' M MAX, (SPAN FOR ;SLAT FOR A iGiVEN AS:D. DESIGN -LOAD SNALL,(;pJ+ @ EXCEED MAX. SLAT SPAN INDICATED ON 'SLAT: PERFORMANCE CHARTS' ON 20..SHEET:- STORM BAR SPACING ;(FO. toot)DESM. 2' 9.667' 3' 3.5' 4' 4 5' 5' 5.5' 6' 5.667' 30.0 - 11 1-0"� 1 V-04 71'-0' i t'-O" t i %-0" 11'-O,. 11'-0" A 1'=0" 1 7-0" - i 7'-0' 35.0 1l'-O" I I `-0" 'I V-0" I V-0" 11'-0" 11'-0" 11'-0" 11'-0" 1.1'-0" 40.0 11'-O" 11 `-0" _ _. 1:1'-0" 1 P-0" 11'-0" 111 A" 1.11.-0". 11'-0" '11'-0" 11'-0.1 45:0 71•.-0" - Ti--0• 71'-0" 71'-0" 11',-0, U'-0".: 11'--'F- i9'_O" - lilt`-O" '11,-p". 50:0 -. t'_0° 11'-0" '17'-O" Lt'-0" 1-7'-0" it'-0". 71'-01'.. 11'-0" - 11'-0" 11'-0`• 55.0 1 V-00` I V-0" W-O" 1.1'-0" 11'-0' 1.1'-0". I V_O" 11'_0" 11'_0" 1T. solo 11'-D" 11'-O" l l'-O" 11'-0" 11'-0" - t 1'-O" 1l1'-0" 11'-O" 11':=0" 65.0 t 1 1--0" 1 1'-0" F11-0"' I V_O" 11'-.0" -. " 71'-0". 11'-0" W-O" 14'-0" ' 70.0 _ 71"-0- ll'-0'. 11''-0" 1-1'-O" 1V-O" 11'-o' IV-0" 1:1'-0" °. 1.1-0" _ 7&0 11°-0" 11'-0"` "11'^0" 11'-0" ti'-D" 11'-O". 11'.-0` 1:1'-0" • 80.0 11'-0" IV-W 11'-0" - 1.11,-0" 11'-O". 11'-0- 111-0" 10'-10" •- - 85.0 11'-O" I V0": 3 Y'_0" I r-0" 11'-O" I I'_O" 90.0 11'-0" 1 V-0"' 11'-0" I V-O" I V-0": 11'-0" 8510 111-07' 11'-0"- 11.-0" 11'-0". 11•-0": 11'.-0" 100.0 11•'-O" 7 r-O" 11'-0" 1.1'=0" I r-.0" 105.0 11'-0". 11 _O" 11 `-0" kr-:0" 11'-0" 110.0 11'-O" IV-O" it'-O" 111-0" 101-10"- 115.0 17'-O" I V-.O" 111=0` W-0" 120.0 1 V_0" 11'-0" 1:1'-0" 11'-0" - 125.0 W-011 11'-D° 11'-0" W-10"- 130.0 11 =0'" 135.0.. 11'-0". ti'_0" 11'-0" 140.0 145.0 17'-0". 11'-0" 11'-0" 13'-0" "11'-0" 10'-17„ ,150.0 1 11'-o" I 19'-0:` ill MEASURED IN'BEIWEEN CENTER. UNES OR STORM BARS IN FEET OR FROM TIP OF SIDE. RAL'TO CENTER "OF $TURN BAR, THIS RE0101 N IS ONLY VALID. FOR INSTALLAAONS: IW/ 1 OR MORE STORM W PER SNUTIER. 1l$ REGION, IS ONLY'VN.ID FOR 3NSTaLLATiDNS Y7/ 2 Oft MORE:STORM 6iR3 PER SF1UjlER.�.. IWMIM . STORMSAR SPACING"e"0'Ri .. .. ' :r tier 5' '3.5' '4' 4W. 5' &5' -304 'ABA,D A CD AAFF AkCk_ 'AB D . _yA U AIt= A C_ X11" 33A Akkk AAAD AB.C,D 0,CD AACk• 0 Akk0. Aliko AlOICAB 40A -XkO &8kO ABCQ AACk OAD AACA, AAkk AACp A 410 kVD A,8,Ck A.C.D 0,CD&UM BAD B D. &CA. C0- A.13O MUD AB D A.Blom 4AC,o A&CA CA AkCD AACO- - C A,9,CD A.B,C 610 A.99.0 Ak.C.0 AkC.b .CA - ABCA ABCk A&CD' &B.Ck ABC A&D- - DOA Plo.C.D A.B.C.0 A.D.CD ,CO AOCA - ABAD AOlclo Axte.. AA .A&C 'B10 AkCk 0 ABICO H B 9 AkAk A.B.0 ABCBC-.AA = B.C.D - A&CA &RICID Pleclo A,8AO. BC A.84 &B,C A.0 A 010 HCD 'BC1"km ARxmBC AB e AJFJ D A A 3&0 AAAM Aa= &B.C.D &B.CD XB.0 AA0 &BIC A`" A A- 00A AA.Ck Aw AAC.0 - eC0 ABC AIKC' B - A A A ' BCD _tI -Afkl ABc - 84 A- vA 'A A' P10 %D,C.D ,B= AmC ,c BC AB A' A A A. -CODA 1D8.0A,BkQ _ 9;CA.,_hBAO CD h8-C 0,_ A.%CC q@C. C _AAq •A. A A• A. 11&0 A.H.CD A10,010 A.6,C A:B:C. 'A A A A A 'A 115A Akkp AB D ABC.... ABC .A. A "A A -A A` 12" A.ack Ak,C A,%C 0 A A- A 'A. A -A 130A ABCA B ` ABC A A A. A A. A -A' lao AM,Ck AvC ABC A _ A' A` A -A A A 1350 A.B D ABC kolc A A A A A A 1 6@C9' 9 C- B A' A A A- A 1410- AB.CD AB,C Ae A A A A 1B0A BCO BC A A' A� A A A 1.9 &BIC A.8 A A _ IAAA I ABc -I Aa I A I A A A I A- i A, I- A 3/8'o Meow Si MINK: VOLT T2. EXPANSION ANG19RV 2 1/2',Min. -EUBCONENTt & 5' Wn.•THICK POURED CONCRETE (V.-3000'Psl) B 3/8'or1 1/4' PDWERS CAUFN'. ANCHORS, W/ 1 1/4' Tin: EMBEDMENT='TO POURED CONCRETE (('cr- 3DOO. p.) A 3/8'0-16 MACHINE SCREWS C 1/4'Hx3/4' ALL. POINTS SOLID -SET ANCHORS W/ 7/8' Min.: EMBEOMENTXX TO POURED CONCRETE •(/'D:'- 3000. P31),-k. 1/4'0-20,"18-8 STNNLESS'STEEL MACHINE SCREWS; ' D S/16b` Rw/etAi N' TAP!%R1'ANCHORS w/. Amu,.: STORM BAR SPACINO's' ", w� 2t 2eer T 3.5' 4' 40 5'. 5S B' &raBY• 310 A9,Ck'':.-. B 0 AH ABCO X9,CjD"40 ABC O s,C AllkI -_3DA. HCI) A8410'- ADICA AiTcD' HC Ble A.B.0 AkC A' :`4D.0pls k A.9,CA &Qkk A80D A,8,0: C A.B.0 A. A A '4&0' BC,D &BCO ABXD A&C _ C AqkL A A A A DDC ABk Alulap A8,Ck ABC Akk A A A A A :66A : BCO AB,C.0 BC AAC A A A A A A� m AIkk Ak.c A.6,C AH A A A A. A A OD.OA.B.CD AAA ABC' A A A A - A 'A '70A. A. A A_' A 'A A m B C O' C A A A A' A A. 0" AD- A- - A A A A BC AjAA A A A C 'AA A' BC A A A' ,ABC A .. AB AA .6 A RA. ..A- AA A A A EA :A A A' A .. 'A_A' -A A -A A .A_ _A A A A: 'SCHEDULE7a FLOOR10 CEIUNG aRAPPED) MOUNTING MAX. .SPAN (ft)FOR END AND INTERIOR MULLIONS FORA GIVEN AAA DESIGN PRESSURE WING (D.eJ.) & A:MAX. MULLION' SPACING (ft) " SCHEOULE20 WALL MOUNTING MAX SPAN (FT) FOR ENO AND INTERIOR-MULUONS FORA:GIVENA.S.D. DESIGN. PRESSURE RATING(P.Sf.), & A MAX. MULLION SPACING (FT) - su. _ WON Sp]t1At MAXIMUM MULLION SP (v!]d svAWD (8J MAXIMUM MULL= SPAN" @4' " f4"MULUDN 0�1 4°rb'kilb"Mt1LLlON S3 4k7tit//'TNICIC(31H'FIANC#).MIIILION (C�4'XS'XiN°MUWON - ©4" 'X)i4°MULLION 4Y1k714'iMMAt RAMI) OAEN]A110N: t _ IIWMA1109 #201 OtERRAAN' 1 f#T Q94']lfA1W04 #2 09IGfptAH f .C4,2MA]104 #2 d8R2AAN{t 8W0N(A1AN 42 :OBiM]AAN ' 'OR91UiiDk. 2'( WL]1fAXM. 2 m 11NIfACA MO MEPoG9 M0 9iRRgB ENO E✓ mw IND RA IUiIE910R MO BJiFAig1' 'Rill N.. E IND I WiEt M RA I' WI w No 81tBB013' -r B tY-8' a-e e.. t2T-b' b0.0 M-6` ]-y p-8' T•-}. }R'm9' 9-{ '16- - 9-0' 12-6" 'T 0 - =.12 M. _. S'-A' 'f]'.-8' '.. 0'-0' ]'- Y-8' 8'-11' .._._. 8-i ' W-E' _ • M4' 6'-9' tY�° '-8' )0'-0' Y-0" f '-8` 5-11 1•_0' A0.0 '-M b-1 0 i V-, ID�,,t i' C-f- mmT-0 9'-T r-0• iY�b' 6-Yt a B'- '$' b 20-0' 8610' 8'-IT 6--' W'-IP 8'-P 0'-Y ]-,}' 12'-8' '8'-8 A'-8. {SC 2w• 8-E" -8 4'-0'. fv-. '+r 8'-11' Ir-8' T-1" 8-2'' 12'-b' a9 2C-0 8-8' B'-S^ 8'-8' t0'-8' r-b' G'-)'V 6'-IP 1'-8' W-Y it-8" 60A '-0• 8'-Y- e'-Y ''-9' A'-W T-a•. 8'-Ir 6•->' it r T-Q . . - S•-IP y1•...' 60.0 _..2D--0._„ b'.:R'. B-1' 8'_4. f6-Y. -Y-{' d'-11" 9 3•',+, Ir-8' _ T-1ir b'-9' r-19' 7-0' e'-T {-10'. 12'-A' S'-1' Ir-v E9A 93D 19-5. .$-4 5'-9 -9. ] 8 S-6 S't'-' Y-0' 8'-{' 6M- 8'-! 8 6.. E'-f 8 1 8]2 )r O' YI Iff.-- '-{^ 4'-l' 3-8' S'-B IY-8'. - .IAA 6.0 'f0 8 19-{ B-p• S $'„� ]_N• T'-8' Sy4'. S-!' 6•-8` e'-T .9'-.ttl' 0'-10' B '8'-T W' 1'-1 'Y-8• 1 b' ma'-{• 29.0 1Y-{' 1'-0' 5-9' -5-9' Y-8 i-r- 'R'H' W_r 8-]' '-0' 6N'. f-S W 8'-4'_ E=0' B 2- 8'-2 ]Y9)_'�-8'-:`. f.-]' 4'-5' 0-8 3'-6 II2 -8' 1'-5' MA TBA f>-P t'-e' S'•S^ S Y-E''. Y'y 5'-P W.S. Y-5 b'-t0' V-10' 8'-{' C-T !-d•.. Y-e' al tY.-]' 8-6.: 5-5 12' 8 lr-0" m '9b'K' C-9' r-r V_r 9'-9'- G-3 -l9'.: 0'h.. t'_' r_.. - 5'-0 1YM'. 01) f3'-0' 379• Y-Y T-{'. 9-r 'aP: -@-1V -r 4'-6 11'..B• 3'-6 ]2-1' I T.Y V- - 7 7'-9' W-2' : ]IW W_r S'-4 12'- - tl0 15'-V SW J'-]' 514' Y-J' 1110' - e'-R' V-8" t '- " S+e. I7-3 96.9 1 •-' S-i9' T-Y i'-5' .T-B' 8'-{' ]'-8' B'-3' sP-b' 6'-C 5'-J '-0' 90A {•-2• S'-IV 'T-x' 5'-5` r-Y a-li- 0'-J•. Y-10' 115- "'.8'+] r-C -T .S'-i'- ]-0..: a-b ]' 6'-{' }J'-b' S'-S 6-0 11'-3 '13'-S' 3'+10' ]-J 0'-e" &'+J' B'-tl< e- •-Sl' 1'-b' : .-B: 92'-b -9` SW r-9 '-.3, I= 12'-9• 5'-1P1 ri.x• 5.-P•. p'-T.. T+0'• 8-2- S'-0•. fY..S' T-9 IT-] 196D 12'-Y 5-0- T-T• b'-Y 1-8 6-T T-e' C-5' 11"-S' 6'-T' S'-9 Ir-3' 1050 12'-1' 8'-0• ]- 0'-]' 9'-0' - T-I' 6-Y 'S'- >' II'-' ,5'-9'. 12'-3. 1IOL 11'-T 'B'-C Y-T _ S'-8' T'-P 6'-B' T-e' 8�-b• iP-S' B'-8. 5-16. 1 '-J 1f40 ii'-T 6'-0' x'-Y 5'-E'. Y-2' F-2' B'-Y.. 5'-3' Itt'-5' 8'-10' 12'-5 T-T. S'-9',.. T-O ••9' T_9 _T:: T- ` 5'-11 '1 'A Itb-0 - 11 1 ...._ 8'-1'.. Tf_ 'Y S-8" Y T'-T 6'- 3_. '-l'- it'- ' -fl' 1 '-0 ]'-v b-9' T'A' -Ir -9' 6- f c5" 0'-10' S-D• 1R'-5 i 10'-8' e'-1' T-E' S•_9•. 4'-T T'-3' E'+2- 6-9' I._r '6-T 2'-0 I= 19'-2" _r-2' Y- - " b'-/0-: -10' 0" ].IO' tl'-Y rv- ' ]'-p 5-1 '.}. 125A IP'-2• S'-1' T'-Y T_IV B'-S' M B' 3 1111'1-_SV• 122''---J3e_14 r E-10 R 8-0.5 - 5N y10 r-r 6'• - 3-tB-S F lrS t1Ia5SOAOg 9'-Y 0'-1' __ TT Y-^ w-5- rx 8-Y it-] '-Y 'r-8• S'-3' s-li. If.-r S'..r Ir-3 1{BA 0'-16' 5-5" `T- 6'-0' _]'Y T-C -J'-8 6-1 C: Y-5' > -Y 11ti3 -ta0 6'-10' 8'-S T'-b' 6-0'. 8'-S' -0'-8' 8'-]'. 6-1Y 11'-S'. •_J' 12•-0. _ 6cC- 12'A' ILOA. 8-8' 8'-8' T-0• b'-1' 9'-0'' ]'-T 6'-R' T-0' 1'-' S-C Y-3 1MA 1 B'-S' 'b' b'-8' 8'- T- T-e" E'-2' 6- . ]:-9'. '-9' Y-6 ]•-'' ]'-e' 0:� T Y f'_S. J'-8' ]'-T •-' 6'-B i9�'_3..,, - i 160A 8. 0'' '�•.'% -8' 6-2 9 ]' Y 9 e' i.._ ] It'-V f _T '-51 6_b' 1r-3 f JLUON MULLION SPACING: °S" MAXIMUM MULLION SPACING SHALL BE:SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT AS.D. DESIGN PRESSURE RATING SMALL NOT BE EXCEEDED. i MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(FXTERIOR) OF PRODUCT,. . INC. Sw vww :.may (yy1� Iwootoull INUX"In MAXIMUM MULLION VAN n lim j Rggp . �:%fA IINJUJQR 8 "%0"0 • U NS Fn. �4•x6'xiFf'MULLION �4ab'z1[4'MULLION G1 CtPk1iA'TiUCXp9'FW1GE)MIltL70N �U 9'x8'%tM'MULLION Gi 4YEOW MULLION 4'0xI9'TH f( 0FI.0NGE)MVLUM DR'2N MtDF4 it 14t ORDRAll Y 9RSMAiIDN I 6RBN]A3l0N 42 DAIDRAh it ABIENFpWN 2 mcwtA 1- oftatrM ORIEMATp1: 1 CPoE4]Ai x. ORURROM /3 ( "a I twiv,m ...EHD WTflvOP EW OI16RkR. VID •. W1AflON .• END IMFAIMI BOt'RIAi :DO VOEMWT LNO OBDOWF 'm prtDCOR FNO I¢IRFYN „_ 1'-9 11'- ll -!` p- t2'7 1Y-% 92-8 10- f -' tX-' :M T t2(i',t. 3W 9- 11-D -4 tr ti-0` I5-6 ". 10+r tl' Sl-0• 12-1 AO IY-0' `i0- 10'-1P srY 1'-%•. 1T-•: R'_In.-J'. -6 IT-8' -C~.'1T-8' IT-0'. 9'-2 tII-)C V-i 1'-6' 1Y-6' H'-2P 10'-0 T-• 0 0'-1" 13'-t' IDA. 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