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HomeMy WebLinkAboutSET UP-INSTALLATIONGENERAL NOTES AND SPECIFICATIONS' I l 1. DOUBLE & SINGLE SERIES SUED & 4080 EMBOSSED OUSTING COMMERCIAL GALVAONE?L OR .STAINLESS STEEL FRAME f SHEETS CONTENT: DOOR SHOWN ONTHISPRODUCT EVALUATION DOCUMENT (P.E.OJ HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 2017 (SUN EDITION) OF THE FLORIDA BUILDING CODE. DOOR MAY M INSTAAff) AT HIGH VELOCITY MJRRICANE ZONES. SHEET #I INDEX, COVER SHEET & GENERAL NOTES, DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 & 1609 OF THE ABOVE IJENDONEO CODE, USING SHEET #2 ASSEMBLY ELEVATIONS NO 1 & 2, ASCE 7-10 AND SHALL NOT EXCEED TNEMAXIMUM (AS.D) DESIGN PRESSURE RATINGS INDICATED ON STREET 3. SHEET #/(3 MAX. MAT PRESSURE RATING (pbf.) SCHEDULE. IN ORDER TO VERIFY THE PA'CONDITION. DESIGN WIND LOADS TOED PER 7-10 SHALL BE FIRST SHEET 1f4 BILL OF MATERIAL$, F ORDER E THESE RA BY MULTIPLYING THEM BY Ob IN ORDER i0 IMPALE THESE No MULTIPLYING REDUCED TO ADD, DESIGN WINO SHEET #S COMPONENTS E V!/ MAX.- (A,5.0.) DESIGN PRESSURE RATINGS INDICAi£0 ON, SHEENS 3. - SHEET #6 DOOR CONSTRUCTION DETAILS: THIS DOOR'S AOEOUACi FOR WIND AND IMPACT LORD HAS BEEN VERIFIED 1.4 ACCORDANCE WITH SECTION I626 & 1009:1,2 OF THE ABOVE MENTIONED COM AS PER PROTOCOLS TPS-201, TAS-202, TAB-203 AS PER CERTIFIED TESTING LAB. SHEET j�7 VERTICAL SECTIONS AND DOOR FRAME DETAILS. REPORTS JCTLA 2045% #MA 2045W-I, BCTLA 204519-2. #CRA 2045YI-3 AND AS PER SUBMITTED STRUCTURAL SHEET #8 HORIZONTAL .SECTIONS & VERTICAL SECTIONS AT HARDWARE. CALCULATI(XNS, PERFORMED S PER SECTIONS i615 & ISO4 Of THE FLORIDA BUILDNG CODE. SHEET MULLION, RA EXIT DEVICE Vd& REMSPACING z ALL COMPONENTE SHALL BE AS SPECIFIED ON APPLICABLE GERM SHEETS AND AT BILL OF MATERIAL -`' (THEE( 4) of $HEFT.i0 ANCHOR DETAILS & MAX.PAAX. SPACING SCHEDULE. #1 rHls GNAWING. 3. COMPLIANCE OF EGRESS / ESCAPE REQUIREMENTS SJF THESE DOORS PER FLORIDA BUILDING CODE TO BE DETERMINED BY BUIIDING OFFICIALS ON A CASE -BY -CASE BASIS, 4.. ALL SCREWS USED FOR ASSUMULY CONNECTIONS (METAL TO MGM) TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN SOOTS WITH $0 45i YIELD POINTAND 90 kui TENSILE STRENGTH & SHALL COMPLY I/ FLORIDA BUILDING CODE SECTION 2411,5.3.4. R ALL WELDING TO CONFORM W/MEMICAN WELDING SOCIETY AMS:. D,1,3 MJD 0-190 REGUTATN,NS WITH E60XX ELECTRODES. FOR GALVANNM MATERIAL, AND W/AMERICAN WELDING SOCIETY A.W.S. 0.1.6 REGULATIONS. W/ E-ZU8 ELECTRODES (M-80k.v.T) FOR STAINLESS STEEL MAIEFOAL SCANNED 6, ALL ANCHORS FOR DOOR FRAME CONNECTIONS TO EXISTING STRUM -RE SHALL BE AS SPECIFIED DN SHEET' 10 OF THIS DRAWING, MAXIMUM AN SPACU,IGS SHALL BE AS PER SCHEDULE ON SHEET 10 AND ELEVATIONS ON SHEET 2 BE MIS DRAWING, " SEE SHEET 2 FOR IHRESNOLD ANCHORS, AND SHEEI 2 MR MULLION ANCHORS. 11 I St T, PRCVNOC MAX.. LOAD BEARING SHIM SPACE AS INUIWEO ON SHEETS 3.. `UCILz County B. TIiI$ DOOR IJ,L 110i RfO; RF A MURRI^ugN,E__P,R(ZjE�ION DEVICE. G, THESE DOOR: ASSEMBLIES ARE APPROVED MR WATER A➢ AIR INFILTRATION AS PER TEaI NG INDICATED ON GENERAL NDTE 1, AND SHALL BE LIMITED TO DESIGN PRESSURE N RATINGS INDICATED ON SHEET 3. 10. PROVIDE SPECIFIED SEALANT Ai ALL ODOR FRAME .& THRESY.OLD COMPONENTS INOR TED ON THIS DRAWING. IL IOCD BUCKS BY OTHERS. MUST BE ANCHORED PROPERTY TO TRANSFER LOADS TO THE BUILDING STRUCTURE AND. MUST BE SOUTIERN PIKE' W/ G-OSS, AND SHALL COMPLY %V/ SECTIONS 241.I ,13; 2326 OF THE FLORIDA R'JIMINC CODE.. i2. PERMIT HOLDER SHAtt VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN DIE SUPERIMPOSED WADS TRANSFERRED BY THESE SOUND, 13. 111) THIS PRODUCT EVALUATION DOCUMENT (RED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRONCE INFORMATION FOR A SITE SPECIFIC PROJECT, Ll,. WHERE THE SHE CONOMONS OBVIATE FROM THE FED. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE 94D INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, EASES ON THIS RED,. PROVIDED HE/SHE DOES NOT D&wTE FROM THE CORMOONS DETAILED ON TH15 DOCUMENT. CONSTRUCTION SAFETY AT SITE lS THE CONTRACTOR'S RESPONSIBIL-ITY. H,) THIS PRODUCT' EVALUATION DOCUMENT (PE.U) WILL BE CONSIDERED INVALID IF ALTERED BEY MY MEAMT, jliplubiRi THE DATE, SEAT- AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT TI l: (C) OwCPRErNNAALOPrt D SHALL DEAN LR,iR,,tF,P,N. FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCNY HURRICANE �' ZONE) \\ 14. PRODUCT MANUFACTURER'S LAM SIPLL BE LOCATED ON A READILY MS81E LOCATION AT PRODUCT IN ACCORDANCE \\i '1 +. O,IxITR DOUBLE n SINGLE SERIES HOBO & AMID WITH SECTION T709.5 OF THE FLORIDA BUILDING CODE ; ; No 4061 : OUTSWING COMMERCIAL GALVANNEAL OR j STAINLESS STEEL FRAME DOOR SUGAR ON ONE LABEL PHA.LE. BE PLACED FOR EVERY OPENING. �q (LUSH OR EMBOSSED • Mx, "uAN DAYBAR INDUSTRIES LTD _ i1LLIT 6BaxEGION�ECRIXG�AO COMPANY u.1 wrz THIS DRAWING SHALL ONLY BE USED TO Of. .iCS( S O Vh f RYVS fCNI 'Y,P,' I%—TjS OBTAIN PERMITS IN THE STATE OF FLORIDA �r\`A:t V^ � -� S p1 T!. cR-OGmTIM SfORFCM owwll:c xo AMRR A TILLIT Jr IS ean1AIF • •,,. 4LP"JM'IA, ./ad16F a a ..I OF IQ MAX UVERA(.L - /U'EL Cp VYPJ µye tta% 1'b' AX / �a UPTIO'lK�9IVf MIILII-PAFLL TH. MipS$1liG z" iim3 w (PATTERAS MiT VARY) In aiw v. II_ /7,7 I cl rTg N \ xIx CC/Pp;RL k2U 6 iSi DOOR, PA1 L L➢tiSTRWTION Y VARY ) wr Ro y CONSTRUCTION AE IREF 'DOOR PANEL CONSTRUCTION ' m tR,F Ok PANEL CONSTRUCTION. \ O TIbti2• DETAIL, LY A S' [EinIL / \ e.w Aii 44J� ♦5` �y�r-®1 BID REF ANCHOR CORNER 1 1 RMl TOMDISTANCE MAXAX CORNER -1^- f- FOR 'MAXN DISTANCE AT SILL ON pH SHEET it DOUBLE DOOR EXTERIOR ELEVATION: SERIES 8080 REF ANCHOR SCHCII ROF ANCHOR SCHECULE PGR MAX CORNER _}..� FOR HA. SPACING AiSILL DISTANCE At SILL 01 SHEET IC ON SHEET 111 � NODS REQUIRED AT SINGLE DOOR. SINGLE DOOR EXTERIOR ELEVATION: SERIES 4080 No.4067 A� FLORIGA BUfL01NG CODE (HIGH @ NON HIGH VELOCITY HURRICANE TONE) MAXI A,S,D. DESIGN PRESSURE RATING (psf,) SCHEDULE FOR INSTALLATIONS COVERING SERIES 8080 & SERIES 4080 DOORS FOR A GIVEN ANCHOR JAMB TYPE w ITEM (SEE ANCHOR SPECIFICATIONS AT JAMBS SERIES 8080 DOOR .SERIES 4080 DOOR SHEET 5) (SEE SHEET 2) (SEE SHEET 2) 35 0.1157" DIA.x9 1/2" LONG WIRE ANCHOR (SEE DETAIL 1/10) +50, -50 +70, -70 36 2 PIECE COMBINATION STUD ANCHOR (SEE DETAIL 5/10 & 5A/10) +50, -50 +70, -70 37 EXISTING MASONRY ANCHOR & E.M.A. (SEE DETAIL 2/10) +50, -50 i. 70, -70 0EXISTING W001I BUCK ANCHOR +50, -50 +70, -70 W/WOOD SCREW LAG BOLT & E.M.A. (SEE DETAIL 3/10) 37 EXISTING 'WOOD BUCK ANCHOR +50, -50 +70, -70 W/ STEEL CARRIAGE BOLT & E.M.A. (SEE DETAIL 4/10) 37 CHANNEL IRON THROUGH BOLTING W/3/8" x 3 1/2" +50, -50 STEEL FLAT HEAD MACHINE SCREW & E.M.A. (SEE DETAIL 6/10) + 70, -70 - CHANNEL IRON W/3/8" STITCH WELD (SEE DETAIL 7/10) +50, -50 +70, -70 Ln ki I i I a mm 11 im ifffruFAW3l ! y 1. FOR SINGLE & DOUBLE DOORS INSTALLED AT WOOD FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY RETAINED BY EXISTING BUILDINGS WOOD HEADER FOLLOWING DETAILS AS PER SECTION E, SHEET 7. 2. FOR SINGLE & DOUBLE DOORS INSTALLED AT STEEL FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY WELDED TO EXISTING BUILDINGS STEEL FRAME HEADER FOLLOWING DETAILS AS PER SECTION E, SHEET 7 & DETAIL 7 ON SHEET 10. 3. FOR SINGLE & DOUBLE DOORS INSTALLED AT CONCRETE /MASONRY BUIkYPkC'Y�dpOR HEADS NEED NOT BE ATTACHED TO EXISTING BUILDINGS HEADER. APPLICABLE TO SECTIONS S' 4$A• IE1/l -_ d'aP�•.+.eFN.Cw'"\�9 = FLORIOA BUILDING CODE (HIGH k NON HIGH YELOGM HURRICANE ZONE) •i DYiSMxG <OUYERCLiC GaCVANxFAL " —. ' i'i0. 44167 ° 000R sramass srR E EMBOSSED 'RWSx OR ENDO55[D NL SRC IwT ' �� DAYBAR INDUSTRIES LTD 08a"7'R otrz `, TLUT TCSIIxO k CN4INEEHIwD COYPINT y. fiR qMF, pMwrtpt !• V • ' n.nry'u lauY vim. tla, vwcxa rt.]I� W W.Nl La1. 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Wo GMM v001 (9.1 its 'CV3M 2Hrw 1,313.Plu 1 SA3aS UNV 3MS -IVnmvw N9lldIM0S3O N31i Is-1vIN3idw Jo TIM a y O THRESHOLD(5205) QI PER_E_L�ELM� FRAME 6 DOOR TOPI 6 Ohl LHANNE � i4.re 3L 30 ASTRAG .cFp�(R?,7ay) WILL 32 PRESS -ON SEAL I �l v.m wY:er 33 DIl Ra �VFFP Q RIfa €SJH L t4p777c5 07 DOOR SNAP -IN TOP/BOTTOM CAP 33 A�TRAFjA{a. tFas.taz�z O PFRIM T R B MP R '2� SURFACE BSDIILT `- EINFDRCEMENT DOOR CLOSER EINFORCEM.EIJT r.—�4 19 DOOR STILE HINGE REiNF 20 FRAME HINGE REINF l.-T I` I t g(1I E L�al- 21 ASTRAGAL STRIKE REINF COMPONENTS No.44167 PWIRE ANCHOR DETAIL 321/17 slm nMc axx°xs N.IWnT.gj9 Y4 !Y'��•O L10Y.J� 9 Cd �-; 1• wx I-- n 38 SURFACE DOLT 39 PEMOVABLE MULLION i_; u Y' Ae a x �I 1 3© FMA R iT RF Y ANT Y AN HOR (PART RPT1(PA�P (PART -DM FOR DETAILS 2/10. 3/10 4/10 & 6/10 ®®aY/ IF.:R is sxAO'•- YeIG:.flx P4CE A a PI - COMBINATION � NCHOR FOR DETAILS 45 SAM SO mm uxN°x wrWs; Gi�C FLORIDA BUILDING CODE (RON & NON HIGH VCLOCNY HURRICANE ZONE) G." RRw rc DOUBLE & SWGLE SERIES SOSO 8 A°00 C4L Ofl OUi5WIN0 GOYMEREL OE.xm Bi: SIAINLE55 9iCEL IR4NE DO°R UME D Pwse OR EMOMEG W. TIE DAYBAR INDUSTRIES LTD 0. V; ilLLli TESi1N° 8 LNGI EEFIH4 C°nPyM .Ixam 'N .-SOW'! SOHLSf MM. &Yw+lp rmv>r°Ni>-x�m rm .z•wv-.x. 17-I35 MM RGxW tix I ui01 m°n a or :G REP {—B• (Rm1 Ll1ER SI PAPER HONEYCOMB FILL STYRENE FILL BACA LOCA I. rai TDP.B BDM )iAT V STEEL INN N:CL.4 PCP KRT Silf(9:ER VELD AI TtW.bOTTC.N. '(b' E%TERiDR Dmp SKIN 6• SECT IICASCD 0.S SKNN. ENA2D USING LeJGALV STEM CNApNMp'W SELFLTim, OR UTTER LSB) TL AV % I,, NO]0 WAN i V DAc REV % IL % IIRo NLl. ) IE2E SLµC ACII QRTYEIT t T C%PANBCD ( YSIYRENE PILL N PCP DC SITY) IIR 13 REP P➢.YDR T NE: OR 125 PCP NIAERAL BOARD SNALL ECwLY V/ $CCTIm REP SCCTICN DETAILS NN EIBERGLABS INSLLA11N1 PILL BVCN RIBS VERTICAL INIFAL DeG CALV STEEL NIB$ lttt(PA AIR Eumv SIRG <b D:TEfRCEpRU LR . RERSCKEPLNT3 lBgo (:LYAR:EN. mt Si,IRLCSS Ru- SKIN.ROSN OR KLDCD i0 M. DEER VINS AT " OG � 2. %EEL {,A% Ml 104411 CNPCSSED fBlI3H <C FCTDO PLWµC i � �:6NPOR[E101T �— 3• Al Etm�B• O.0 TW—] �6' 6C TYP�-]• AT QID-{— STEEL RIB FILL DOOR PANEL CONSTRUCTION OPTIONS (HORIZONTAL SECTIONS) 1/6 SECTIONS AT HINGE 1( � µIMIPLE BOLT WNP.. L NDIATED TO DOOR SSIN (WI, APPLICABLE> 6100]TCN W 'EL, J'PDT 1M., ]O DOOR GAINS AT r OL ] RNW -W CNaT2L. EXURE➢ VITN GC CUs D TYPICAL DOOR TOP B BOTTOM CONSTRUCTION (VERTICAL SECTION) FLORIIm BUILDING CODE (HIGH @ NON HIGH VELOCITY HURRICANE ZONE) DOUBLE @ SINGLE SERIES 0030 k ADSO OUTWING COMMERCIAL OALVANKUL. OR 'STAINLESS STEELLFAAVE DOOR PLUSH OR EY8045E0 ORMN W. µL, E C O 1xc. DAYBAR INDUSTRIES LTD !0 \M-fai.OP.K PMMiJv a 5m mRa`'aA• n:`.Iwus.To. m905)° DA ENGINECRINL CD Y PANY 1- IV-NpI 17-135 )-I DT oPA'oNG N. yy L, i A tr. 1 HIEI SNER 6 .10 POURED CONCRETE REQ'D, SEE MULLION INSTALLATION SHEET 9, AS APPLICABLE POURED CONCRETE L3/16'0+ TAPCONS REWD E 12' O.C. MAX. SECTI❑N D-D SINGLE DOOR ODES NOT N�E,D MULLION, LATCH ONTO REINFORCED JAMB MIN, 2-2'x4' WOOD PLATE HEADER z -2 1/2, NIN. GYPSUM WALL BOARD OR PLYWOOD SHEATH 3 & 33 0 0 F ' x z 1 CONTINUES SAME AS SECTION D-D (AT BOTTOM) SECTI❑N E-E STRUCTURAL STEEL CHANNEL NIN. IS GAGE s SEE DETAIL r 7/10 CONTINUES SAME AS SECTION D-D (AT BOTTOM) SECTI❑N B-B I/7 FRAME CORNER) ABBED KNOCKDOWN ASSEMBLY STRUCTURAL MEMBER AT HEADER MUST EE DESIGNED TO CARRY 174 Y/FT & BE REVIEWED BY BUILDING OFFICIAL FLORIDA BUILDING COOS (HIGH h NON HIGH VEIDCDY HURRICANE ZONE) lurtm q: COUB E k SINGLE SERIES 3030 H 4MO OU15wWG COMMERCIAL GALVANNEAO. OR oIMMM V. 51AINLESS S IL FRAME 000R M.L RU5R OR EMBOSSED C 0 Exc. DAYBAR INDUSTRIES LTD DArt NG�M�CLRIX4 COtlP.WY N \iSi p}L &NMW �ar=T W6JIY _ c mumnoxe 14Y1 L. P.E G/OV�i SNECt 7 N10 0RIN MT IMCD IJI 2 A U U 4- J a z z 1- o z n w w J f_ Z 0 N ® NV M 4SNEVICD INTERIOR SEC:ES w U J Y3 ERANEOI W w x ExiER rF]x . Y wC! WR's SKaCCS,CS>� to EXTERIOR IM.rt raArs� ',,,� IEvcR GR Y � xnvH x4Y CR INTERIOa III SIX= R; J nlSra4D CEAosoLr 1 •: w LAIM l < M ,� DLAR rust I I I 1- I 0_ L I 'RAre STRI✓ �Iw EXICRIOR IMA LOCK Sw J �mS EJ L CYLIxOVICAL ICCK• x lm 3100/]S°0 SERIES i40Pm.T• W.,CR 31% SACS UZMH IRAIQv cr U i O LEVER M J FIZZ-AN08 MAY =IRMCG TNTL'RIDR' 12!M`R'S J ➢C40VARY EDIT - V /! �- SPECSI LA}CN - 12' CC DOER PAM�L z !R'NE SS 1�j{�TERIOR/,R, J y. REINr J DOOR LCCY Si`tG L` =:J I s ' SECTION Ai LOCK STILE (SINGLE DOOR) (3 SCnLC, J' • 1'-D'1"'R+ }IL']}q• 5y'CII0.ti INTERIOR w u > CZ W O w I E%iER10H __ Fxr[Rlee TRIx 1\ WY VARY \GET Y-KS SPECb Y IIP Su]i4EC EaSm ' U MACE. 21se O J LEVER Q�Y, Y (.l O J J Q U 0 Z 1 J- U/ 1C�2 SECTION AT LOCY. STILE (DOUBLE DOOR) V SC4U > • 1c5; IC3:1.^.,rl• SECr6§] SVR TLN SLRL6• N ER .3--F 9 ey sI1RrR¢ p]Ln sv LAMC l N40ER 2)30. 4 tCn _ 141 Y1 -24 k� 9EH RE" _,IS EA' h4.0 HOL1S p � K - w ? u SURFACE BOLTS SVR. EXIT DEVICE ICI VERTICAL SECTION AT DOOR HEAD B c Y] g ki w ® rsrACE m.r, IIAGER UHO. o a R4 L..—._ :b 4pu OEAC A. :EIVE HULTS - n. zrnaov anti, 1. w S SPACIG SMELT ID SURFACE BOLTS SVR EXIT DEVICE VERTICAL SECTION AT DOOR SILL CJ FLORIDA, BUILDiNO CODE (MINT & NON AION VELOC" HURRMC ZONE) ®rn] Rtttl M O AMILE & SINGLE CERICS RAW & 1080 OU}SY]ING COMMERCIAL GALVANNEAL OR STAINIESS STEEL FRIUC OOOR RUSH OR EMBOSSED OMW4 BY: 91. IL E DAYBAR INDUSTRIES LTD Ct q'16Y`.L CY N, ,:cw s-.]a ` oA TNO k CN°INELR&6 LOYRANY �v 17-135 -..x w.. oft x N. N.I.C:.r A.f9-O]'8]13 ItOP.A.i lit./ dEtfiT SNER 6 C110 ISOMETRIC EXTERIOR MULI TON/DOOR SEAL 39 VON DIIPRIN SERIES 9954 (W / 499 STRIKE PLATE) MULLION INSTALLATION EXTERIOR \ �\\. 0620 f1RIN0 (DlKAD CONNECTION AT TOP (PLAN) E%TERiOR /�O• ® A uaiJM SCREVS / R NERD 6 . 1 \ 5/MADI N.-llV SECTION _ fULL VELOED ryiTl6u STEEL E%TERIOR mDomD 5 9620 F11.71I E6 T LJ6•_II ' E y50'—� REQUIRED MrCN OW Za'a34' LI J9. U) 511W.-IQ PDVERS Qx OF ESF t FA=ENERS CALK -IN A IWS V/ V MIN. EM9EDMENT CONNECTIDN AT BOTTOM (PLAN) S O e-a'��T�B�F •*' IS0.LIGM yS.J C •yO• MULLION FITTING 'Of`''•�ORIDP:'•4/ BG O STFFl ss/ONAL EN6\a' FLOffDA Rum= CODE (HIGH 6 NON HIG4 VELOOIR HURRICANE ZONE) msi mitm MUM a 5:MGLE SERIES 8010 C ADED OUT$.,A. _..ERCIAL 6ALVAIINEAL OR 0RM'sN Tt $IAINLE$$ STEEL IDA.E 000fl RL (BAR INDUSTRIES LTD 0620 f1RIN0 (DlKAD CONNECTION AT TOP (PLAN) E%TERiOR /�O• ® A uaiJM SCREVS / R NERD 6 . 1 \ 5/MADI N.-llV SECTION _ fULL VELOED ryiTl6u STEEL E%TERIOR mDomD 5 9620 F11.71I E6 T LJ6•_II ' E y50'—� REQUIRED MrCN OW Za'a34' LI J9. U) 511W.-IQ PDVERS Qx OF ESF t FA=ENERS CALK -IN A IWS V/ V MIN. EM9EDMENT CONNECTIDN AT BOTTOM (PLAN) S O e-a'��T�B�F •*' IS0.LIGM yS.J C •yO• MULLION FITTING 'Of`''•�ORIDP:'•4/ BG O STFFl ss/ONAL EN6\a' FLOffDA Rum= CODE (HIGH 6 NON HIG4 VELOOIR HURRICANE ZONE) msi mitm MUM a 5:MGLE SERIES 8010 C ADED OUT$.,A. _..ERCIAL 6ALVAIINEAL OR 0RM'sN Tt $IAINLE$$ STEEL IDA.E 000fl RL (BAR INDUSTRIES LTD DAM ra sa ei'e-ice v"vmcs.m 77-735 w oRawmc xe °a°'/O a+rRr a ar la C^-ItCRETE BLCCV PWRED CONCRETE 0', WALL RED'➢ GROUTED CONCRETE - BLOCK WALL REVEL I JAM9 Q -GRDUr /AA MIN; e . .A 31 E.D i • / \ (4 1 'E a MA1➢KmP(T3US ±a RECURED ro BE WOOD y I MAX. 1/4' W/ G --5 (SPECR0. C G;AMTY ij SHIM SPACE (SEE SWEET 5) O E0. 1 or. CONTINUOUS [MILK H SIDES m) 4' MIN 'MOmR ' MIN .OUR 3/➢- FLAT HEAD STEEL MASDNRY WIRE ANCHORS :N HORIZ. MORTAR SLEEVE ANCHOR J IMF_; PILL JAVBS(D SOLD ARM GROUT PER ASTN C476 W/ MN. COMPRESSION STRENGTH OF 2.5 KB: (SEE SHIM 5) QNSTALLATION OF OWIRE ANCHOR SLEEVE ANCHOR TO INSTALLATION O MASONRY WALLS MASONRY WALL QS m. .mum 2•X4' VmB STUBS REST W/ G = 055 MECIfIC GRAVITY), AS SHOWN OR HIM DOUBLE 16 GAGE METAL STUDS IFy= KiD 0514—I F-4.460-1 w (4) IRS W/ 1-1/4• MIN. cuv TFIHEA D PENETRATION ANC! F.M. WOOD SCREYS PER ANCHOR (SEE Si 1/2" MN. GYPSUM WALL own OR LTAOOO BREATHING c",) /2Aa . -A INSTALLATION OF 2 PIECE COMBINATION STUD ANCHOR ,s INTO WOOD -RAME OR METAL STUD WALLS SNOS REOUIRED TO BE WDOD '.G RED'D. W/ G - (55 1/4• (SPEmc GRAM17� SPACE A (SCE SHEET 5) t4� 101 2'xB'- VBUD STUDS TO-SNEATNiNG RED•➢. HAIL 1/4• SHIN SPADE (SEE SHOE! 5) O/ -SPOT WELDS 0 f JNt3 CONITWOVS CAULK iM sm -0J3/8' X 6' WOOD 3/B•-16 X 6' STEEL SCREW LAG BOLT ARRIAGE BOLT V/ NUT ACD-VASHER. OINSTALLATIDN ❑F 3/R LAG ®INSTALLATION OF 3/BLO CARRIAGE SCREW G TO WOOD FRAME WALLS BOLT 60 T� FRAME WALLS MAX 1/4' _ SHIM SPACE M.N. CHANNEL. "I STEEL SPOT WELDS.. CNAGAGE E VIA, �`lt'•Nll O LV- IB GAGE WEB DOLT DS 5) ANCHOR SCHEDULE ISAL L@if Iptfl£ L2^f MIL cm+IRx svFc»z I.axesI mxxvxs ssAcsw SRL cwsa5 mnclw JAMes mxxcs mu.:r. =PX. Aram Isuessru)e E/IX YV YC[vC KKlrv[ 6 CDtiREI px 6r. W]9IXY R• I, C 6 GI• Q n• m, (Y. 6' 21' a yl] 16. 41 ] ti'1 ]iFi 6• 12' pL A' 21. 0.' 6' R. a 6' 2t' C ]/IL X4•1. SGM VpTr L' iE'tK 6' le' T, 6• p' C. 6' IY OL V. 561P-LY rnG nxp. VciTO TUM, .1. v Ir a n / A V I,- I[ 110 V O,Ail 4nif ry.]NRY .1. le' M. a. X A A K• i6• 6 7z0 D i ML IICFI. .1. 6' L' a .1. 5' iF a D-N7 )Ji4• lVc@! MV IX] �@G6SSC t1R OD ]' I2• T. N I A X / A ]' 1n.AVT ALL ANDUND ANCHOR NOTES scdmT AXD Lax .11.1.. Exnuas %naa io.:. r++n. Fxv mwx vY.L 11141. O INSTALLATION OF' 3/80 L uc "0,11. ncvAlml ROST STPKNGC TRA I Rl F Arum s .c rm mcrox LOGIRP6 AYpNi T.i. 1. ODRU'E E C s.e7 vsl eel ram.Es]IVE mF2r1x F:H. KS .TB STEEL CHANNEL 2 AT""""z ecsr/Ep Al 1. sLaD v.H w. Z 6 .l.f aL sE .srx cs7 aT 3 ttL1®1 ]pitYEL 41VCi rMA1FY CTr1EN 6:STAMC I.. mK1;14 S,'Op4 MLr SITKIWY ]NICE Yv n FADE,'ELO5 A AKX633 Mttl SC M3TF.10 Ix .1l PYCE'. Vt1N 'SD"JrXCYX fp¢• L.i]3 Si GPA1LR FP.sRY. ^..... L\ ./FN'A (^.G GF. SI..E a M.VATACILXL: 3' fiiC[NYJIilA}ILM9 `^ VI6GE •X61)Ni SM 1 IS V'.MIY t 11- V y1\ LLVAANN Ii S/D"-12- G, SE IN ➢ETYEFI'+ S:i/e' SLCCVE PRtTCR fi O.S 1. WSIALLAO. 10 CO.Tl m r' l GIISTMG On'MUCA MAY VFNY, ry66 If WELDS ALL AROUND JAMB Oft rcouT1.. mm7 1.T r6ST. a>c ixio Z.,E vmc DLCW 1. 1G)1e•RL Ins me.1.. HEAD O' 1AP Rd KA2'➢1xA6yl £-LMv Y.'?$i in ',Xn' a6SiTlll SNyL ftl C Ill+ q 11'1 VDx T-I/r MM [MELe. e-IAF• X:n RCE Y+SIA"S, T ct4Z1 / ` 1r IR"t Id.0 SLFPVC uu®; Vllx rv.• OR"On. p.IX ESGC I.STN:SE IL INd:nL Sc.T YSE6 VIIX } y6' L45 SEriVi S!4'LL Ii.W MR EIRED 6 1.1/2• MM [p'.F AFL-fl-• `+XALL.NAV[ MMISM1 6 1/Y CfGARw01T NLiA•Ic3. r3' lII4EAJ3 iX I.E N RUA IS• TAVCW$ V/ 1 VY Ml+a CMF 1 6 2 12• MM. El.a I V:MC A. T21, ISI KC 4i Wpi /.YwRS AFEGNiE TI 331131r l4� /� FLOWW BUILDING CODE HIGH & NON HIGH VELOCITY HURRICANE ZONE) ( 1' S� CEN << T F mL'If m DWBELA lW0 SAL 5 FAG" 1AlARn T]i . - G Lman OYR15T16 CONM linLL GeLVANXfAI OR COUME VAN E STeIN12SS zrtE1 rneur Dees �I ANCHOR DETAILS) No. 44167 (BAR INDUSTRIES LTD 17-135 pPbx1G fle SMTR IC or 10 GENERAL NOTES An SPECIFICATIONS: 1. DOUBLE & SINGLE SERIES BOBO & 4WD EMBOSSED �OUTSVIINC COMMERCIAL GN.VANNEQ OR STAINLESS STEEL FRAME DOOR SHCV,N ON THIS PRODUCT EVALUATION DOCUMENT jF.E.D.) HAS BEEN VERIFIED MR CODE COMPLIANCE IN ACCORDANCE PMTH THE 2017 (Bro EDITION) OF THE'. FLORIDA BUILDING CODE DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS -SHALL BE OETFRMINED AS PER SECTIONS 1620 & ICES OF THE ABOVE MENTIONED CODE. USING ASCE 7-10 AND SHALL NOT EXCEED WE NA%IUUM (A-S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEET 1 IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SNAIL BE FIRST REDUCED TO AS.D. D61GN MIND LOADS BY MULTIPLYING THEM BY M6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINGS WDEATED GN SHEETS 3. THIS DOOR'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE MTH SECTION 1626 & 1609,1.2 OF THE ABOVE MENTIONED CODE AS PER PRCHGCOLS TAS-201, TAS-Z02. TAS-203 AS PER CERTIFIES TESTING TAB. REPORTS /CDR 2045W, #CftA 204SIV-1, BCTLT 2045W-2. JOTLA 2045W-3 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1616 & 1004 OF THE FLORIDA BUILDING COO& 2 ALL COMPONENTS '_HALL BE AS SPECIFIED ON APPUCABLE DETAIL SHEETS AND AT BILL OF MATERIALS (SHEET 4) OF Wis CRAVING, 3. COMPLIANCE OF EGRESS / ESCAPE REQUIREMENTS OF THESE DOORS PER FLORIDA WILDING CARE TO BE DETERMINED BY BUILDING OFFICIALS ON A CASE -BY -CASE BASIS. 4, ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO META.) TO BE. STAINLESS STEEL 304 OR 316 Asr SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD POINT AND 90 kOi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION. 2411.3.3.4. S. ALL YIELDING TO CONFORM tY/AMERICAN W'EWiNC SOCIETY AW.S. 0.1.3 M40 D-19.0 REGULATIONS AITH EEOXX ELECTRODES. FOR GALVpiNEAi. MATERIAL AND V//AMEPo:Aq VJEIDING SOCIETY A4Y.5. 0.1.6 PEGULADOIJS 1Y/ E-300 ELECTRODES (MD=BOIKo.Q FOR STAINLESS STEEL LIATER4 6. ALL ANCHORS FOR DOOR FRAME CONNECTIONS TD EXISTING STRUCTURE SHALL BE AS SPECIFIED ON SHEET 10 OF THIS DRAWING. MXIMUTA ANCHORS SPACINGS SHALL BE AS PER SCHEDULE ON SHEET 10 AND ELEVATIONS ON SHED, 2 01 TINS ORAYMNG. SEE SHEET 2 FOR THRESHOLD ANCHORS, AND SHEET 2 FOR MULLION ANCHORS. 7. PROVIDE MAX. LOAD BEARING SHIM SPACE AS INDICATED ON SHEETS 3. B. THIS VALL NOT REQUIRE HURRICANE PIRMYTECT10N 9. THESE DOOR: ASSEMBUES ARE APPROVED FOR VIATER AMID Mt INFILTRATION AS PER TEM..NG INDICATED ON GENERAL NOTE 1. AND SHALL BE LIMITED TO DESIGN PRESSURE RATINGS INDICATED ON SHEET 3. 10. PROVIDE SPECIFIED SGIANT AT ALL DOOR FRANC' & THRESHOLD COMPONENTS INDICATED ON THIS DRAWING, 11. '0000 DUCKS BY OTHERS. MUST BE ANCHORLD PROPERTY TO TRANSFER LOADS TO THE BUILDING STRUCTURE AND, MUST BE SOUTHERN PINE W/ G-0.55, AND SHALL COMPLY W/ SECTIONS 2411.3.3.3: 2326 OF THE FLORIDA BUILDING CODE. 12. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAN THE SUPERIMPOSED LEADS TRANSFERRED BY THESE DOORS. 13. (o) THIS PRODUCT EVAuMYON DOCUMENT (P.E.O.) PREPARED BY THIS ENGINEER IS GENERIC AND COLS NOT PROVIDE INFORMATION FOR A SIRE SPECPIC PROJECT; i.e. r?NERE THE SIRE CONDITIONS DEVIATE FROM THE P.E.D. (c) CONTRACTOR TO BE RESPONSIBLE FOR. THE SELECTION, PURCHASE MD INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON. TH6 P.E.D., PROVIDED HE/SHE ODES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIDILJTY. (c) THIS PRODUCT EVALUATION DOCUMENT (PZD.) MILL Be CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL P.ED SHALL BEAR THE DATE, SGAL. AND SIGNATURE OF THE PROFESSIONAL U40NM OF RECORD THAT PREPARED IT. 14. PRODUCT MANUFACTURERS LABEL SHALL BE LOCATED. ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.5 OF THE FLORIDA BULLING CODE ONE LABEL SHALL BE PIACED FOR EVERY OPENING _ THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA f SHEETS CONTENT: SHEET #1 INDEX, COVER SHEET & GENERAL NOTES. SHEET #2 ASSEMBLY ELEVATIONS No 1 & 2. SHEET #3 MAX. DESIGN PRESSURE RATING (pst.) SCHEDULE. SHEET #4 BILL OF MATERIALS. SHEET #5, COMPONENTS. SHEET #6 DOOR CONSTRUCTION DETAILS. SHEET #7 VERTICAL SECTIONS AND DOOR FRAME. DETAILS. SHEET #S HORIZONTAL SECTIONS & VERTICAL SECTIONS AT HARDWARE. SHEET #9 RIM EXIT DEVICE W/ REMOVABLE MULLION. SHEET #10 ANCHOR DETAILS & MAX. SPACING SCHEDULE. y�P3pf ENS :fSS10NA��� ' FLOR!DA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) Iv2o ta, DOUBLE M 9NOlE SERIES VAH & L OR. OYISSTHG STAINLESS STEEL GAME DOOR OR NRAN11 BM1 SiuNLf55 STEEL FRAME 000R R.r. E C O iN4:. DAYBAR INDUSTRIES LTD "3A0JA'Y �fxaxfcwxo camvANr x.m am_A..PVIm vAT �.aw� yvYe �, yR w � Ism evs.w. T 7-135 MAX OVERALL xT.l1 II pP 1-4-4' nAx u \ \ fill rc E 6 A E o c z4 C I •) DOCR PANEL CONSTRW.i1W ;` �.$ o a — sY aa' ➢ HIR PA SL CMSTRUCTIVI N a Y VARY 'ALP 'DOOR MEL J MAY VMY (REF '➢CGR PANEL CCNSTRUCTICN OPi16NS' OETAILI/ m CMSTRUCTION ORT d'R' MTAlU / Tn Ir — REF bN[ItOR SCHED 'M NMX CORKER DISTANCE AT SILL @1 SNEEI 10 DOUBLE DOOR EXTERIOR ELEVATION. SERIES 8080 rc�rc FAN.- a�sN 2iA wig=<'a REF ANCWR SCHED I I ROY AtC SCIrL E i I(AX C NZR i—� FOR NAX SPACING AT SILL DiSTARCS AT SILL 41 SHEET ID W WEET 10 At NO 19. REQUIRED AT SINGLE DOOR. SINGLE DOOR EXTERIOR ELEVATION; SERIES 4080 FLORIDA BUILDING CODE (HIGH L• Now HIGH VELOCITY HURRICANE ZONE) MAX, A,S.D, DESIGN PRESSURE RATING Cpsf) SCHEDULE FOR INSTALLATIONS COVERING SERIES 8080 & SERIES 4080 DOORS FOR A GIVEN ANCHOR JAMB TYPE w ITEM (SEE ANCHOR SPECIFICATIONS AT JAMBS x SERIES 8080 DOOR SERIES 4080 DOOR SHEET 5) (SEE SHEET 2) (SEE SHEET 2) 35 0.157" DIA.x9 1/2" LONG WIRE ANCHOR (SEE DETAIL 1/10) +50, -50 +70, -70 36 2 PIECE COMBINATION STUD ANCHOR (SEE DETAIL 5/10 & 5A/10) +50, -50 +70, -70 37 EXISTING_ MASONRY ANCHOR & E.M.A. (SEE DETAIL 2/10) +50, -50 +70, -70 37 EXISTING WOOD BUCK ANCHOR +50, —50 +70, -70 W/WOOD SCREW LAG BOLT & E.M.A. (SEE DETAIL 3/10) 37 EXISTING WOOD BUCK ANCHOR +50, -50 +70, -70 W/ STEEL CARRIAGE BOLT & E.M.A. (SEE DETAIL 4/10) 37 CHANNEL IRON THROUGH BOLTING W/3/8" x 3 1/2" +50, -SO STEEL FLAT HEAD MACHINE SCREW & E.M.A. (SEE DETAIL 6/10) + 70, -70 - CHANNEL IRON W/3/8" STITCH WELD (SEE DETAIL 7/10) +50, -50 +70, -70 1. FOR SINGLE & DOUBLE DOORS INSTALLED AT WOOD FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY RETAINED BY EXISTING BUILDINGS WOOD HEADER FOLLOWING DETAILS AS PER SECTION E, SHEET 7. 2. FOR SINGLE & DOUBLE DOORS INSTALLED AT STEEL FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY WELDED TO EXISTING BUILDINGS STEEL FRAME HEADER FOLLOWING DETAILS AS PER SECTION E, SHEET 7 & DETAIL 7 ON SHEET 10. 3. FOR SINGLE & DOUBLE DOORS INSTALLED AT CONCRETE /MASONRY BUI6„Si1kC�"'jWOR HEADS NEED NOT BE ATTACHED TO EXISTING BUILDINGS HEADER. APPLICABLE TO SECTIONS .PLaP�'.: :o.FNSw •.�'y FLORIOA Boom CODE (HIGH h NON HIGH VELMC HURRICANE ZONE) +: OO SMNC CONNER ILL WWAWIEAL OR GV N Ov; NoAM67 * , TAT'r8f- 0 1 . /' �P,i � �• SSIONA,'E IL E C 0 ".. nwr rzzrcxc a wclN6mwc mxvRxr w:: tilt' :.n. r... z=u.;-m. 6iAINLUS OR!'l IRANE DOOR fWSM O0. ENDOSSEO uL DAYBAR INDUSTRIES LTD TRI R INDUSTRIES m: u av-eav rm ms u:-.w. wrz I7-735 '341(R A NIJi vr. V E i17zAt Ih % 416) SxRI ] IF 10 BILL OF MATERIALS; 1TEM DESCRIPTIEN MATERIAL = AND SPECS 1 PEFINEiCR INANE IINA SILL, JANEN IGo¢ 'OAST') SN.VbsZ ,E➢ STEM. AS1N A659, TYPE P. WITH AW PMHTAFE GALVANNVAL RASING KY'A5kOL r -WkSM N AISI 301 SCIIrtS STAINLESS STEEL gY.1'Wal. Iw'A!ksD. 2 DL➢1 PNS1 ASSERCLY'FLOW 09 C.MSSED) GAVA.Ckro vec. nSM ANN, RAIN AW3. TYRE D: VITH A40 PAINTNLG GKV4M . [GATING 1%,SkIl, FwMIsD N 0SL n4 SERIES STAINLESS STEEL 6Y'Okn!, r-WWO, A TRaIRCR.4 RACER 1335 CXTRUGCD ALLOONUM 606349 VITH VINYL SURPER 5 THSSN I) NAGER 520S C%SR .. AL164NNi 6(63-TS .11. 1IM'1. .6. 6 E-]Qi i0P/EGSTM OM`AL 1.15' x IA39' ISO. WMI') Gl' VO.-A& STEM GSTM M53 VITH CEO CUATIMP N ST.I . E STEEL MRS. SOA CONTEST 7 4'HSt SOMP-IN iN/DOTI'3+ SW I.S625' A :M' Gomel 01J." MNW. STEM NSIN ISIS VITH MO CGAN6) PR STAD4CS, STEM .15I SIT ASTERS) 6 CONTERLUS HMS WAER ROVER 7W-224 No UIS-16 1.0. 9A 17EL MCRTI35 NVEE (STNNAOMC> IAGER r5D-1279 STEM VER APR'3 SPECS' —� 90 ML M,RNSE NME (STANDARDP NAG. NIS-1191 STAINLESS 37EEL IKR MCR'S SPECS) 10A PULL NN7ISE HINGE w "> WAGNER t93-1166 SIM o", IGR'S SPECS) IOS PULL MINTISE ROSE PR'AMIR PAGER. e59-:199 STAINLESS STEEL LKN M!R'S SPECS) 11 PER EXIT DEVICE• NAGA R 4SOM SERIES STA]AEIS STL6 IRA NICE SPECS) 12 RW MINING HAGER 19W Si Art6CGS STEM CF'ER Mr1YS SPECS) L/ I® LATCN-HN L .1920 AT PUGS. I3 SIR GNP DEVICE NAGER ANG SERIES STAIHLRS STEEL t ER NPWS SPECS, to SIR TOP STRIXE. NIGER 19251 SMIC33 STEEL (PER NI'R'S SPECS) IS CYLIN'APICA- LOC. MAGER 41W N SSW SERIES MIMESIS STEM SKR RIMS SPECS) 16 "1 SOLI. RAW 1100 SERIES STAINLESS STEEL 'PER NEWS SPECST 17 MORTISE LGCKSET V/ OEAD&T.T HAGER 3= SERIES SIAPTGG. PEEL tPIt MCNS SPECS) L9 TWICE GIRT. Yl3A r2A0 le LETAGiI STAINLESS SIM (PGR Mtt$ SPECS) 19 LOUR RINGS STIL ki➢1FLTd-W]Il GRC P IRCY !. ACTI'm NAGS ORS" SIM G M,r STEEL OR 5TAMMS STOOL M PRAM1^ NIME PiIkMRCEKNi MEMORIES PN PWIISE RINSES WLY 6➢c W.LVAxdAL ITEM N STAINLESS STEEL 21 ASTRAGAL STRINE.RE1V 0EMPER1 IS, GM VA XN- SALL OR Pn,=STEEL E2 FGNPC SIRINC FCD:rNCEMENi I460 (OVA') Ci VAMVEµ STEEL OR STAINLESS STEEL — ST D6P LGCK STILE RE➢P INCISIVE LEXH ILtOW x LICS' t10. m07." .CLVANNEM. STEEL ON ST OVIMS SIM'- 24 Cyt IMPEL C4. LOIN AND OCA➢EM7 RCVNFNCU6111 STEEL.. SATIN CWi1Mr So SERN SUREA5 MT RCVSOKEMENI. WAS' . IS, x 9' II,p OW41-GRLVRKK SSEEL N STANESS STEEL, 26 DVF RIISCR REY+-GRCflFIUT, limo' a 35' x 162S' It, GISTA', M . m SIM OR STAINLESS, sm 22 BUfiFRRY N61flR CLI, ERS .PIT -Gm PEEL @!N RIM..SPECS) _ fB NiS0vGY VINE A1CKER VEEL. FY'IDI..I. N•%hJ 29 CLIP -IN SND A.TlNR "1 (0035'I AST. A153 10 GALVWNGLED 51Q.L 30 RSTI.M. NCATIKRSTRI-VIE HA6CR D7ES PER WWI SMLYS M INASNE HISCRI) 91 1 ASIRAGlL 12AT£RTIRIPPINS IIAGCR $"I PER R". SPECS MINERAL INSERT] 12 PRESS -ON VEAi1L.RSIWPPD:G IAr6R 726S SILRO::E. SMF-RDHS:VC 33 PCANSco VCAH2.SIR6vVW NONE EIRS PEA w,S SPCCI 114Y 2UANDA, 31 MLB( IMMER. HIM, 7.I PER YMS SPECS-IVNNYL 6N5aT) 35 MISS MASE(RT FRAME ANCTIONS STEEL V/ MIX YMD STRENGTH • A0$IW AVG NA TENSILE STMI.LIH . 11 N4 9 Ile L2G % dA57' MIX DTA4CICN 96 ELIPI.'i STUD N16CR3 G2 PIECE CONG.'CON) I'M. ASIN A-653. R-CO Gl,.Ai.AL I In- X 5 51D' % 20 GAKf (vS5 HIM, 1, 111.9 % 1 SIB' ffiD SCFNS. 27 ENn FUTTERPLY ANE10R IPARI *"I-OGW STEEL 10 GAUOE STEM SATIN COAT. 3o 0' LONG 12% D PAGE SURFACE MILT SRLL. W U326D rHR3H ENGAGE. To INS NO. At TN AND ➢GTIM 10 HEATED b THRESI5Y0 RESPECTIVELY e FASTENED 1O C'JOR V/ (V PIG-N N 1 Ile TIM PELT EACH CORRECTION 39 VON COPA N 09991 TEEN VAPLC MRLION 'DIES' MICA A NO GRACE Y STEEL SENRi➢ 1➢ 159 SIRINE PLAT[ V[1M (8> SA6'O-I Bx I'<M14) NAryM♦E 'STERNS Ao CNM1I(OG GE 541COW :I CILICCIC N)�flV AS bgVH NI MAIL 1T CNN= PRS(C REIl:F4:[EKcNf 12 Ct[E G4.vu:vEN. N ST4IESS SiE0. 11 12 GAS{ ND97' TPU x :SA' x NAPS' LS.. (SEE WO W. 42 pAuCN r:TNlk L062o I STEM W. DSC AT Dy AISI 304 SERIES STAINLESS STEEL WITH Fy =45.75 Ksl AND Fu= 101.38 Ksi Na. 44167 i o9Ei FLORIDA BUILDING CODE (HIGH L NON HIGH VELOCITY HURRICANE ZONE) mon, ec OOUOLE 4 SINGLE SERIES 0000 & 4080 OflANLi OUTSWINO COMMERCIAL GALVANNEAL. OR IN T STAINLESS STEEL FRAME DOOR vL AHR IIPF_ 4nNMR4 - - « GV'W^A LR rl. >a r.A ¢xl-rR3o rt� xA os-w. 17-i 35 SAM' 4 or a }}{{ OTHkFSHOLD(5205) �Am ©PERIMETER FRAME �f 6 DODR TOP/ D M CHPNN[L WRE 30 &URAGLI!„ SE91.�/3.52 vu.a PLESS-ON- S'AI„-_ um _ 34 DOOR SWEEP OS THRESHOLD(477S) (2) MM SNAP -IN TOP/BOTTOM CAP O t k "• —lay 5E ., 31 ASTRAGAL SEAL(674S) rIr— rom rr Tf %$IIRFACF DN T INFORCFMENT At: / E- 19 DOOP STILE HINGE REINF 1 1 20 FRAME HINGE REINFHINGFRFINF ° •I LJ 2l ASTRAGAL STRIKE REINF COMPONEN No.44167 S WIRE ANCHOR FnR DFTATI 921/17 sTm r .. NIYir A, IRti. f)LY �r- 1. M$�pl Q 3 EMA BUTTERFLY ANCHOR (PART #PTI-008) FOR OF -AILS 2/10 3/10 4/•0 & 6/10 W'.QrvL 18 G LRY . 1 r ,,,�/IG_G,.1 IR�,xRG BOIT n j--�1• NO.. P L. •e -� A OiNfA :5 3H 'UPFA(FR�LT MO. uaDrx 2 PlFCF CDMBINATTON SIM 3® REMOVABLE KHOR FOR DETAILS 45 A/ 0 MULLION OU-1 NUG.. u., .. pW4N5) .3'Y t11, - FLOR!DA BUILOINO CODE (HIGH & NON HICK VELOCNY HUFUNMIE ZONE) 0." nr[w ee.. DOUBLE k SINGLE SERIES BERG a 4080 OUMWING.COMMERCIAL WLVN,NU1 OR O1. A,: T STAINLESS STEEL'MUC DOOR EWSN OR EMBOSSED IAL Tt �L 0 DAYBAR INDUSTRIES LTD vn nw, TEST... CRONANA.. COY. Lr�: emu: 'a -max larwv.n..n, 17-I35 vuNwGx, 4! 6•�IIi LHrt.. tR.uTy WaA DO N. E m vn eo—exe r..:im vs.- .. m�ua♦rWi x. v�. fteRr., uo / uls'+. r °1�G sxsEr R or,O NEE $EDITOR DETAILS 'Cl 1 VENT STIFEENER VRDCD TO DOOR bOl AE TOP n BOIEpM AT tLEK AND xMGf STILE 1@(a GALVN+::EPL OR FROM LOCIK STILL eMW£D MIND (22 GµV SiCT_L CHAVRELSI WE SC<11[W PIT STAINLESS CU1ERLAID' % LDO• % "EA "0" BETPILS FOR STAINLESS STEEL SKILL FLOW OR ly'.ER. Igo' N I % I,, (p.016, NWGE STILL E'160SSFQ IINISH REIWCRCENCNI I'PAPERETPA OR FILL CF N CELL$) RADD PCF PAPER hIONEYCONB FILL ESUSDRTO INTI DR las DL 110tpFPL mARn rsLSD Tp 1NrrRly mpx sKu+ REF REF STYRENE FILL ' t 3 At END 6' CC STEEL RIB FILL VERT STIFFR£R KLVO At YOPIRATTi L 6e E%iERTDk WLv SKIN '0 OLI I.W.TEV A,' SLOW 10TREO USING (JGALV STEEL CNALC:ELS, FOR SECTIC:! IIR OITLN L6.r IT 1.W'I% IN =28D DETAILS FOR 11• ER LSC % to % I IN 10 GE STILE. R IYrOR:.EN: NT 4 t A� 1 EXPANDED MYSTYRENC FILL Q PIE DCNSIT Y) OC IS PG PTLYCALt.OD ON tL9 PEF WREDR, BIRDS. SMALL. CONY v/ $icim NIH$ T,,ICN. RIN 'IT". IV SITIM OALS� G 01n. -Me x I-p/v x ED, (04W0 OC, 11 i 3• AT DOOR PANEL CONSTRUCTION OPTIONS (HORIZONTAL SECTIONS) 1/6 SECTIONS AT HINGE SURFACE PST RED,T, L MAX. ITT IXSrt S.. (VHERE APPLICABLE) 4pp)r� aPA.:a. SKIMS Ei 51T TO pWR SKIMS AT 3. O.C. SWP-W [N, OLE, Shltd'6 It TYPICAL_ DOOR TOP & BOTTOM CONSTRUCTION (VERTICAL SECTION) FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) QEI, tXM. DOUBLE Q ANGLE SERIES W80 & AUTO OUTDID NET COYNERCIAL OARANNEAL OR . . A Bn @ 'UP STAINLCS$ STEEL FRAME DOOR rWs(OR EMBOSSEO t1.L �L DAYBAR INDUSTRIES LTD 09YITT 6Art TILDE Tr3TMG t EmN�E£RIxO D...MY a—mod:'Ei�lt Cep<al.eem FO—Wi6)19 17-135 DMWND Xa yt �T NEXMMN N,'C R$ I. E- eoi w-a yq ¢ W.F4P X T.Wi I. RE RGPIOA Lt, 11116> WyA) 91L[1 6 GF' MTN. 2-2'x5' i / POURED WOOD PLATE CONCRETE. HEADER >R REO'D _ O 1 E 1/2' hSIN. GYPSUM �l.O WALL BOARD OR I rLYWOOD SHEATHING (BEYOND) 45 de9 MHEeED 310 jT•! %� KNDCK-DDVN x �� D?itBNAIWELU � t V GE � (GRIND SNGBTW. _ I /� 33 y= I SEE MULLION ITINSTALLATION d' - SHEET 9, AS I APPLICABLE � L.i W — F S (DBEYOND �, z I/7 FRAME CORNER:TABBED l7 I KNOCKDOWN ASSEMBLY Lj CONTINUES SAME = AS SECTION D-D W (AT BOTTOM) SECTION E-E a (y z STRUCTURAL C STEEL CHANNEL �: STRUCTURAL MEMBER AT HEADER MUST BE DESIGNED TO 0 0 �J MIN. 79 GAGE . CARRY 174 k/FT & BE REVIEWED BY BUILDING OFFICIAL Q a • I � ¢ CU SEE DETAIL 7/10 111/pfn....... Dw w= 1 Il p)SE CE'N l t�/�. o :- LJ 0@11& 5 = I LOOR w _� : y�:a/STMFO� ,..t LINE o a',p�,S •.(O.IO � `- S7pNAL ti�y0,: POURED -40 CONCRETE L3/16'0 TAPCONS FLORIDA BUILDING CODE (HIGH & NON HIGH VELOC" HURRICANE ZONE) REO'D N 12, D.C. MAX. DMLSLs a swc¢ seRlEs Bose a .oao If LlODTSWIN° CSS STEEL TEE°ALVANNE.IL. DR cxam �'• SECTION D-D BTNNWSR OR EEMBOSE °°°" "` I fW°N DP EMBOSSED SING DOOR O NOT NEED MULLION. CONTINUES SAME IL Ei.'Olwc. DAYBAR INDUSTRIES LTD E°J0'/° LATCH ONTO REINFORCED JAMB AS SECTION D-D nwr usnw IENcw°�ERwc coRaNr w mt w,wA °An (AT BOTTOM) I7-135 SECTION B-B @-�p716 YJ'viW Allwl Jr. G£. d/>a/1 m ®„IM E%Ir DEVICE A,,.sDa INT'tR[On W! S Jny6 U' U TRAIfi.0 F > J xn0ERR520PRt fl bi P z z w w .� EYTER TRIN XAY VARY , EXTERIORZ REK wR'$ SPLEii-_y Q SVR EXIT ➢EVIM, AXOM x$oD INTERIOR Ll A IGS .U. V3 EPA1C©�� G Q F PDA�I+EI W EXT`R IRn1 —1 VMT > REE At S:msl, EXTERIOR (1ivP ERAKCJ a ! KAne ('i U VNi. Is r-' TAM.LE asruxE, INTERIOR aEE N SHOW W LAIM 311, PAN1 a Of RR ee $TR'K i1 EINF ( EXr ERIOR I i t CYLINDRICAL 1 ' RAGCR 240U33M SERICS PCFYHRT WMR 3100 SERIES LY f.uND YNM+E� AVER OR � ieuTry 1 � v�z¢v "^• PQ+ acAEESFIX[. smcNYC"- -z• DADiR PFR'S P.M a r H I I I If .Z. a E srma y REVS EXTERIOR%i U i DeuR wce. sra L_....__.-. ' 1 SECTION AT LOCK STILE (SINGLE DOOR) 8 SCML S' � I. NORILNik. $Yi1R1 STRIKE PLR INTERIOR INTERIOR .Uu - W P W VI EXTERIOR N 0 SEE Slid 9 +AEI EXIERVOR TRIN WY VARY \arr N.43 <PP23) ©INirl]L LG ou 1 MSTRRFAL SEK AAC✓R ?800 SERIES R}AS Y "IVP'SW E.t smrs. `` U !1AGEN E75C O j = INTERIM ` J �11L' I ' �' P4TJ. ia: � i �jil DQst Of LEVER IN KNEI OB NAY vUMI v�JE%TERIDR M=^YRI,KA ® SINrACC MLI $VR iG?� .GM 2750, LIVE. wall N o-$A Rl rx?u mrs EA. RR v 4-20 n Nu nMISmis _ W W SURFACE BOLTS SVR. EXIT DEVICE I�t VERTICAL SECTION AT DOOR HEAD * i 0 i K p SVR iG LRTCµ �k 1'JRi ACE WLR — IIAOER _ IV.GE¢ 2J`Y. 92) IT L& G la) TAX <o mo-N i w7.Ierv-2a V a' iiGu DRT$ EK et_ - .`L 'h 2100X:15D0 OTMES y '^""'""`.r.• SCHEDULE (EA TWtMAMD• _. y Qy ➢L .." AXUA X.L PVCT NAGER 5'yp$ SILL PAAN>R1RS Simi WIlLSD la SSCD S-RICG L SPKRC SF[YI 10 V 6 EPKING 9CLT I U RELEIVE ¢OATS. ®uRPAEt Hasa SURFACE BOLTS SVR EXIT DEVICE J W.GER z7iD mr-RmR Eli (. N vL VERTICAL SECTION AT DOOR SILL Z FLORIDA BUIL➢INC CODE (HIGH &NON HIGH VElAGIty HURRICANE ZONE) �II EXTER1CR�i LEVER OR M,NP wP. VARY ® i y� K, OWUIE 3 5444E $EG6 eOED & A0➢0 U WE!' MPR'S SPEm-_I Y.�" OU}$STAN COMMERCIAL GALVANNEAL OR .—A BY: ...............7 ��� SIANLESS: S}EEL FRAME DOOR vA. i 2� SECTION AT LOCK. STILE (DOUBLE DOOR) '1"0' )lSIZ6YiiL SG'.i@1 DAYBAR INDUSTRIES LTD xEiIX AG�ZVPQL +m rs .1.Lac -• 7 7-135 ONAPoMc x, m wmm sxELr a GX 70 ISOMETRIC EXTERIOR MULLION'/DOOR SEAL VON PUPRIN SERIES 9954 (W/ 499 STRIKE PLATE) 14ULLION INSTALLATION EXTERIOR CONNECTION AT TOP (PLAN) pHEAO FULL IEL vELDED I Fl iilnG STEEL US N F EXTERIORgyTUT I. 7t I A� STEEL SECTION • w .E SCREVS P, HEAD E FLOOR. SAb'-W4-1/A' POURED CONCREIC 4EOUIRED CONNECTION AT BOTTOM (PLAN) 0 EXTERIOR MULLIONIto RION 6a STEETTTTNB �?&PjpNA..... FLOR!OA BUILDING,CODE (MGH & NON HIC4 VEILCC Y HURRICANE ZONE) +srca ee. TOUSLE a "GLE SE L` 60SO s AOSu ORAL N,, OURWINT COMMM.L OALVANNEAL Ofi 5(AINLESS STEEL FMNE DOOR M.L wws:"io-v000 riv�ew os-.x. i7q135 De POURED CONCRETE OR REWIRED T, BE WOOD DOUBT C 2'x8' WOOD STUBS REWIRED TO BE WOOD DOUBLE, 2'XB' VDDD STUBS CONCRETE BLOCK GROU(EO CONCRETE W/ G - OS5 PAIL-O. TO SHEATHING RED•➢, W/ 0 - 045 NAILED TO SHEATHING REO•D VPLL RED•➢ •. MAY, 1/4' (SPEOITC GRAVHY) BIRCH WALL RFA'D. �'^SNIM M SPECRC GRA`AYf MAX. 1/4' 4— MAY. _ SPACE — SHIN SPACE �. <- _ SHIM SPACE PAC :.-:\ JAMB QI (SEE SHEET 5) '[ i ° y / -{— • (SEE SHEET S) i� W (SEE SHEET S) < T 1.5000 E GRetli O EC. E(L O/ J < G O j -1— SPOT — °.�, SPOT SPOT -I-"I(i---''f WELDS ; P i O ED. WELDS WELDS EO. ( 6 ° ' I JNJ3 L-•......... < 1 1 JM18 -1_ -1..,. I I AB G° < 4 CONTINUOUS t v �_ ULK BOTH 1 t 4 CONTINUOUS CAULK 4 COMINUOUS CIL'LN G0M S10E8 r 1 < y% CONTINUOUS CAULK SIDES (iYP,) 11/2' BOTH SIDES mp.) 3. BOTH SIDES (iYP.) (iYP.) 4-3•—? _ MDRia4 MIN 4- MIN i JOW 9 3/8, x 6' WOOD S/w" T MOTO STEEL 3/E'-16 R 6' STEEL RIAGE ➢DLT ((Ky�) MASONRY 1WRE ANCHORS JTJIMS: FILL JRMBS(D SOLID IN RORIE. MORTAR SLEEVE NiCMDR SCREW LAG BOLT Wall GROUT PER '3 W/ NET AND VASHM ®INSTALL.ATim OF 3/8'b CARRIAGE ASTM C476 W1 MIN. COMPRMION EET 5) OF 2.5K¢: (SEE SHIEST STRENGTH INSTALLATIONS OF rNSTALLATION OF O O SCREW & T❑ WOOD 3/8'0 LAG --- A FRAME WALLS MOLT TO WOOD FRAME WALLS. OWIRE ANCHOR ® SLEEVE ANCHOR T❑ INSTALLATION TO MASONRY WALLS MAX 1/4' L MASONRY WALLS SHIM SPACE SIDESMIN, DOUBLE 2'Xa MIN. Fy-55Ksi STEEP CWViNEL W/ MIN, SPOT WELDS 055WOO STUDS RC GR VI 0 = OSS (SPECIFIC GRAVITY), AS SHOWN D4 � NIn, 18 GAGE ttha O DW&E 18 LACE 0.514 METAL SLUGS �• 460� CFy- KSU �A.iBOi JAM6� 3/6'D BOLT 8 NUT 1.8]5 0 --F �—SP(IT WELDS N-4 BE SLID, 11 ANCHOR SCHEDULE c+x4E n .. [aw] ALL aPNrx EPa1I.z JaVBiI cw n3 mARw ENE cv mecum JPXSS mvl:li3 Rwuxv .IM1 a TOA 1.0. z.w an• n[cs .IX,aH:. cDN:RElE vX GE. NPSwJir 6• 1It. a. v 21• a n• ¢• w A. r' a yy. y6• L1[ R 6' ¢' R I' YI• P. 6' 4^' G nT NO' LAG 'li 12• L+Lw DRIP-LY TIMUMS N/P v IT IX/ ♦ RIP -IX M INS MM H / P Y IT IX Y I]• DO RY X /° 16' IC' LL X 1 R 16• M.JAIS YHDw VRELL 11/A 6''T- N l x S' 0,t7w— ]HIS' IN . IE TW 5' � ITT. N / A N / P 3' IT OL N / A 1 AL o-ROUxD ANCHOR NOTES XNih'.. zxe[in°xr .ao E. unP•a YrEE.Er / zTKt¢ 1O TYIEE, more VM.L rn:IElu 1. .mERIw Rc 1'r a va w mnmzE rOR axtr¢ If Lvunax wv3l6i axles ]. IT `YT'E Imn nPL" I RMLL . wvc o 5b25B � % ©INSTALLATION OF 3/89 o.w lvl I. m»�[is uc VE z W nums NERJ,Fcv Pr rrl+4 isr.v "IlIT nON °is.T. ME EE PSIN csl a¢. i F.H.M.S .TO STEEL CHANNEL w z.Lw xl 6ROJT I z AAumi xwsr E 6IVC] IxNI m4sx mnM¢ M:D mAcuc 8]50 ,�, xw Arv[tGK SNeLE IC [NSrALLCO IN KC[Ia0a4R WI, KPIra BSI TI W35 p4 teGICR RI tYm. STU .�j/PND NO LCF�.° SILICONE II PPALI4EM ALELMPN`T:MW3. i TVERL EY1311M STAVTAC a VML CUP v1UD � / 3/Dr-IZr G.4\ SFLLL.t1llllUUAAWANNr IN RET'IFFN 1 a/B• RCM PY361 (BiNiS EW T'IST&LATE e0 C]XAEiC W rR JIG. C\LSIDG LdEIlIM3 YaY VPRY, YIELD FYGYGR V:ELDS ALL RxOUND cRWrslLt[J VCRH1 rwr rA3IRZK wE VNa rw'2aNi[ VLLT e JMIB OR xar• Raric ImleEx TED wra 1I 1 nuLD> (5EE sTIEFS 5) aE6• ¢a 1¢Pa mx4a1T RCVC /.zrw K, I. ..e .IE . wVE L, .6•1 HEAD Q V•HI T-1/T xM EXEEv.¢-I/.• xm ESrswn[e,:.c In I.T. (q -a W/ i-f /4' Lrrv. / ie' Nnu xtc R[2n( uma ¢nrx rv4• mn cwcn H{NEAOSo P4TiEENATION CUPIN STUD Mltl CSGE wRA¢K[E Itr wean SC%vF VSCD vlrN R[M F.N. VIODD SCREIVS ANCHOR 311N.. E}•-53Ksi STELL 5 ]/0' LAa SC./ I.. WK V MN UVID 4 1.1I2- vxl CW[ —At I„nLL xn ' W'I. nA III E EPLE 1111 GH4NNEL, IV/ MIN. LRTANCC. 0' IhYEA'IS W I.E MYICR PER ANCHO6 (SEE SHEET S) vl¢• IPVCGUS V/ I TIE• Wla ix�E 1 a 1 MY, LPN ERE 18 BADE WE6 L 11 EeFII/////JJ _ YISIArrT. ^L MR MY VIRE PKILRS' ARE MY {MVICARE 1/2- WN. GYPSUM WALL Ill r a BOARD OR KYAWD I F,P A• ilj _ SHEATNING Li .S t�,,, V <,�p� PIARIW BUILDING CODE (HIGH &PION HIGH VELCLETXr HURRICANE ZONl 5 p _ �4st1, �PfY'•\\E[ENSI.-% ®]car mrtm we DOUBLLE A SINGLE SERIES BIBB k IDDO C �� q� C OIHSWMa COMMERCIAL GALVANNEAL OR D. BYI 77 7NSTAI..LATION OF TOMB I MINTED IMEL FRAVE DOOR RE INSTALLATION OF 2 PIECE STEEL CHANNEL THRU WELDINY I 'ND'94167 i c EVEN am EMBOSSED *; 1LL COINC. DAYHAR INDUSTRIES LTD °NaYPE / I1, COMBINATION STUD ANCHOR inlH ifSllx4 4: CNWNE{RMG DouwrlY w� D<.c OxPr+ml. s ANT❑ WOOD FRAME OR = ANCHOR DETAILS 0-006719 aw WLIT METAL STLID WALLS p{� •> ®-monn0 ,,,, YOR^UM4 / Inl m[[i tD of to GENERAL NOTES AND SPECIFICATIONS: 1. DOUBLE & SINGLE SERIES BOSS & 4050 EMBOSSED OUTSWINC COMMERCIAL G4-VANNEM OR STAINLESS STEEL FRAME DOOR SHOWN ON MS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED PER CODE COMPLIANCE IN .ACCORDANCE WITH THE 2D17 (61b EDITION) OF THE FLORIDA BUILDING CODE. DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHM-IL BE DETERMINED AS PER SECTIONS 1620 & 1609 OF THE ASCVE MENTIONED CODE. USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.).DESIGN PRESSURE RATINGS INDICATED ON SHEET 3. W ORDER TO VERITY THE ABOVE CONDRION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O. DESGN WIND LOADS BY MULTIPLYING THEM BY 0.6.IN GROER TO COMPARE THESE W/ MAX..(A5.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. THS DOOR'S AGEOUACY FOR WIND AMU IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 & 109.1.2 OF THE ABOVE MENTIONED WOE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203 AS PER CERTIFIED TESTING IAS. REPORTS JOT,, 204SW, ¢CDA, 20a51'!-1. L1GRA 2045'W-2, (!CIA 2045W-3 AN0 AS PER SUBMITTED STRUCNRN. CAEMLANONS. PERFORMED. AB PER SECTIONS 1616 & 1804 OF THE FLORIDA BUR.DING CODE 2. ALL COMPONENTS SHALL BE AS SPECIFIED ON APPUCh6LE DETAIL SHEETS AND AT BILL OF MATERIALS (SHEET 4) OF THIS DRAWING. 3. COMPLIANCE OF EGRESS / ESCAPE REQUIREMENTS OF THESE DOORS PER FLORIDA BUILDING CODE TO BE DETERMINED BY BUILDING OFFICIALS ON A CASE -BY -CASE OASIS. 4. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (MEFAL'TO MEW.) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 5G018 WITH W kzi YIELD POINT AND 90 bi TENSILE STRENGTH & SHALL COMPLY W/ FLORID, BUILDING CODE SECTION 24M13.4. $. ALL WELDNG TO CONFORM W/MAERCAN WELDING SOCIETY A.W.S. 0.1.3 AND O-19.0 RECUU➢ONS V.TDI E60U ELECTRODES. FOR GALVANNEAL MATERNL AND W/AMERCAN WELDING SOCIETY A.W.S. 0.1.6 REGULATIONS W/ E-308 ELECTRODES (MeSu, Q FOR STAINLESS STEEL MATERIAL 6, ALL ANCHORS FOR DOOR FRAME CONNECTIONS TO EXISTING STRUCTURE SMALL BE AS SPECIFIED ON SHEET 10 OF THIS DR ING. MAKIMIDA ANCHORS SPACINGS SHALL BE AS PER SCHEDULE ON SHEET 70 AND ELEVATIONS ON SHEET 2 OF THIS DRAWING. SEE SHEET 2 FOR THRESHOLD ANCHORS. AND SHEET 2 FOR MULLION ANCHORS. 7. PROVIDE MAX. LOAD BEARING SHIN SPACE AS INDICATED ON SHEETS 3. B. $jL$SiOQR Vj2L.ivDiQLRfOIIIRE A HURR�ALJE_P_RQ' CNDN DF4l F. 9. THESE DOOR ASSEMBLIES ARE APPROVED MR WATER AND 4R INFILTRATION AS PER TESTING INDICATED ON GENERAL NOTE 1, AND SMALL BE UNITED TO DESIGN PRESSURE WINDS INDICATED ON SHEET 3. 10. PROVIDE SPECIFIED SEALANT AT ALL DOOR FRAME & THRESHOLD COMPONENTS INDICATED ON MIS DRAWING, 11. WOGO DUCKS BY OMENS, MUST BE ANCHORED PROPERTY TO TRANSFER LOM, DS. TO DIE BUILDING STRUCTURE AND, MUST BE SOtTI PINE W/ G-0.55. AND SHML COMPLY IY/ SECTIONS 2411.332; 2326 OF ME FLORIDA BUILDING CODE. 12. PERMIT HOLDER SHALL VERITY ME ADEQUACY OF THE. EXISTING STRUCTURE TO SUSTAIN DIE SUPERIMPOSED LOADS MMISFEWNED BY THESE DOORS. !3. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY MIS WC14 ER S GENERIC AND DOE$ NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i,. WHERE ME SHE CONDMONS DEVIATE FROM. THE P.ED. (b) CONTRACTOR. TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE 44D INSTALLATION INCLUDING LIFE SAFEb OF THUS PRODUCT, BASED ON MIS P.E.D., PROVIOED HE/SHE DOES NOT DEVIATE FROM ME CCNVMDNB DETAILED ON MIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBI.RY. (0) MIS PRODUCT NALUARDN OOCOMENT (P£.0.) WILL BE CONSIDERED MALTS IF ALTERED 61- ANY MEANS. (d) ORIGINAL PMD SHALL BEAR THE DATE, SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD TWT PREPARED H. 14, PRODUCT MANuFACTUREIYS iASS. SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WIND SECTION 1709.5 OF ME FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA SHEETS CONTENT: SHEET #1 INDEX, COVER SHEET & GENERAL NOTES. SHEET #2 ASSEMBLY ELEVATIONS No i & 2. SHEET #3 MAX, DESIGN PRESSURE RATING (ps(.) SCHEDULE. SHEET #4 BILL OF MATERIALS. SHEET #5 COMPONENTS. SHEET #6 DOOR CONSTRUCTION DETAILS. SHEET #7 VERTICAL SECTIONS AND DOOR FRAME DETAILS. SHEET #8 HORIZONTAL SECTIONS & VERTICAL SECTIONS AT HARDWARE. SHEET #9 RIM EXIT DEVICE W/ REMOVABLE MULLION. SHEET #10 ANCHOR DETAILS & MAX. SPACING SCHEDULE. W�ENSe I No. 441 \j =60�• 0� 6 �` :fSSIONALEa FLORIDA BUILDING CODE (ITCH & NON HIGH VELOCITY HURRICANE ZONE) oousu & SINME smin 8080 & am OUTSM 0 COMMERCIAL GALVANNEAL OR ONMN 6I+ STAINLESS STEEL FRANC OOOR ML DAYBAR INDUSTRIES LTD °B'°'^' » .Mr wn. m,MmaN, DATA waoA ur v. ,— reP eoe :as-exa;w soe; es.w. I7—T35 E-a• NA% OVERALL/�tfYPJ <•-1• Ax OVERALL cEr. v IrTPJ O'-0' RA% _ v M-0' NAS 0]OR V!DTI ANCHORS DOOR VIDTII p,T� NOT kEVD ANEI%IRS OPTIONALE ➢EC OSSU E £� uy3$ AT KR➢ KITI- L� ➢EGO ISDIS Iwwo NOT READ P11T1-0ANEL ER30SSING .�iu?.i` OPAT1-RNS EMEOSSNG AT MfAO tFPTTEN.S MAY VERY) i tFAf TERH$ Y YA¢T> `•VtiiV _ �ra¢a Hii'�" '...Z_ 3 'Sit, COCA PANEL x45.y."_ DOOR PANEL i COONSTRUCTIOn N y C@)STRUCil^J1 Zxo IREF t'^CJIR ARY PNRL ' O UtEF t'ppOR PN2L of 4 �o CONUFUCTIC:1 R E CESTRLCII4Y 1IO S• ISTAILI/ CRTiIDI$• CTAN / N p �w __ RSIN.) R P gcaH REF ANCNCR SCREO FOR A% CORNER DISTAMC AT .SILL ON SNECI 10 AA{ROR SCHEM4E MAN SPACIN3 AT SILL ON SNECT�10 DOUBLE DOOR EXTERIOR ELEVATION: SERIES 8080 FEP ANCHOR SCNEO "I IR6 ApCNCR SCNECJLE F6Q NFX COHFER - i'�---FOR A% SDACING AT SILL DISTANCE AT SILL ON SHEET TO ON SHEET in x NO 1B REQUIRED AT SINGLE DOOR. SINGLE DOOR EXTERIOR ELEVATION: SERIES 4080 FLDRCm BUILDING CODE (HIGH & NON HIGH VELOCRY HURRICANE TONE) MAX, A,S.D, DESIGN PRESSURE RATING (psf.) SCHEDULE FOR INSTALLATIONS COVERING SERIES 8080 & SERIES 4080 DOORS FOR A GIVEN ANCHOR JAMB TYPE w ITEM <SEE ANCHOR SPECIFICATIONS AT JAMBS x SERIES 8080 DOOR SERIES 4080 DOOR SHEET 5) <SEE SHEET 2> (SEE SHEET 2) 35 0.157" DIA,x9 1/2" LONG WIRE ANCHOR (SEE DETAIL 1/10) +50, —50 +70, —70. 36 2 PIECE COMBINATION STUD ANCHOR (SEE DETAIL 5/10 & 5A/10) +50, —50 +70, —70 37 EXISTING MASONRY ANCHOR & E.M_A_(SEE DETAIL 2/10) +50, —50 +70, —70 37 EXISTING WOOD BUCK ANCHOR +50, —50 +70, —70 W/WOOD SCREW LAG BOLT & E.M.A. (SEE DETAIL 3/10) 37 EXISTING WOOD BUCK ANCHOR +50, —50 +70, —70 W/ STEEL CARRIAGE BOLT & E.M.A. (SEE DETAIL 4/10) 37 CHANNEL IRON THROUGH BOLTING W/3/6" x 3 1/2" -50, —50 STEEL FLAT HEAD MACHINE SCREW & E.M.A. (SEE DETAIL 6/10) + 70, —70 — CHANNEL IRON W/3/8" STITCH WELD (SEE DETAIL 7/10) +50, —50 +70, —70 e C : u 'F?(.1l]3:tdg11tyg;1; lf'� 1. FOR SINGLE & DOUBLE DOORS INSTALLED AT WOOD FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY RETAINED BY EXISTING BUILDINGS WOOD HEADER FOLLOWING DETAILS AS PER SECTION E, SHEET 7. 2. FOR SINGLE & DOUBLE DOORS INSTALLE➢ AT STEEL FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY WELDED TO EXISTING BUILDINGS STEEL FRAME HEADER FOLLOWING DETAILS AS PER SECTION E, SHEET 7 & DETAIL 7 ON SHEET 10, 3. FOR SINGLE & DOUBLE DOORS INSTALLED AT CONCRETE /MASONRY BTU k;A4IPoG BQOR HEADS NEED NOT BE ATTACHED TO EXISTING BUILDINGS HEADER. APPLICABLE TO SECTIONSl/r'- ad�QV 'i,:��,t ✓.9 FLORM BUIWING CGCE (HIGH k NON HIGH VELCH; HURRICANE ZONE) No. MV SiAINL l j OUiSW:NG LOC44MNERCILAL E VANOE OR I OLLHN OY: y ; Stt[L OOOP n� PLUSH OR EYgossEPOSSCO 17-135 oeammR Ne aal6] BILL OF MATERIALS; ITEM DESCRIPTHIN NATERSAL SIZE AND SPECS 1 PXEIER iiM c A9. SILL JANBI ptI po j31M A6653. TYPE 1, WITH A40T�MA6 C ULVANHERL MATING (1'yN'iN6:L, rwlWNaD. W NSI JJI SERIES SiNNLC33 SSCEL 2 KOR P4 ASSENELi IP-M. ON ENCESIM) S7 G ASTH A9N1 ASIR A03, TYPE B. WITH A40 PAINTADIE WLWARIN AL ER 11 .1 64 F-6.1) OR "1 31, MARC STAINLESS 4 THREYAo YA3CR 1392 ExTPofhD ALUMHUN 6063-T! Willi VINTL 6TmFR 5 THRESHOLD NADER 52OS "NOWSO ALONARON GOES-i'_ VITN mm SuRPER 6 DOOR-.VIWTTCH EHWMQ L.TS' x LAW 169A t 0,I'l GA' VA NEAL STEEL NSTN AIDS WITH COO C IINCI OR STnIM.EtS STEEI. RON St SERIFS) 9 . SNAP -I. TDaTODTmN C. L1623' A 140• 2C,W (OW2') G ILVRNNEM STEEL UsiH A593 WITH ON CCATIN5) OR STAINLESS STEEL ANSI 30t SCRIES) B UNATIARNS HMW HAGER R]L6V 7.,4 NO QN-16 4LHL W 9A RLL NORY14_ PEACE CSTANDAASY NM3R SM-1239 E-CC. IPIX MR'S .,,NSI 9D POLL. KDANSE HP'CE (STARDARDT A M ROD-1191 S ANME5 STEM 'PER MR6 SPECSI I" ML REAVES HANDS ARCAY0 RACER 133-1168 SILM IIiR w-R'S $PEGS) NO r MYRTLE HINGE wEA,R MADE. t8D-:149 STAINLESS STEEL 'PER NIR-S SPECS) It W. EIHT DEVICE: N SLA Sc,aSERIES STAMESS STET' (PER IFR'S SPECSI 12 RW SiRRAQ HW-R 19LY STAINLESS STEEL PER MFRS SECT) V/ TES, LATCH I,1D 1..192D AT MI. 13 W. EXIT DEVICE, MAKER a3W wDES EEA,Nus! STEEL WER NPWS SPECSI It SVR iM STRKE, MASON 023F STAINLESS RCL WER NSR'S SPECSI IS CYUNWCAL LOCW NAUN 310 CR SSW SERIES STAIN(ESs STUL [PER laws SPECS) 16 DUD BELT, RACER 31W $VMS STA CSS STEEL LPER NFR'3 SPECS) 13 RESSISE (LIXSET V1 INCAZ-B LT, LAYER WO SCGIES STAINLESS STEEL. INCR WRS SPECS) 18 SUSACE DOLT P¢R 12T"I-. IY LIDG) SURILUS STEEL . qRi VESSI 19 IOEN NfNU STELE KINIGAENITTT (REWIRED IN NmNl,E POISON CN-Y) Apo G4VAw:Ut STEEL OR STAINLESS STEEL 20 FRANE:WIM RE1TORCEIRM AAEOLORF:D r. MORTISE HINGES @YY ADE CRHYAH4 STEEL GY STNNLESS STEEL 21 ASHSIRiiC-52D:BKENCNT 12po MWAASQl1 STEEL CAR STAINLESS STEEL (A.VLE SPINAL 4L86P$Elfr.NT IAP NITT1•) GAVANDEN STEEL ITT STAINLESS STEEL 23 DRR I= STAR AINx' VSR11SE LOIX):_3.5'&• x 14W 14P (D03t') G VAAR CAL STEEL OR STADSESS SIM 24 CYLWD41Ex LOCK AND LCADBOLT NEINFORCEMENT STEEL. SATIN WRING' 23 . THAT E DOT RCDi ORCEMLNT: L688' A 35' N 9' IIDA (DO]1'I Gll VN:NCAL SirFl 6G SiA1M1M1.E55 $i[fL E6 DIEM RASCR HOG6RCJENT, TMA. a 3$' x 1629E I., IM0 4-1 GR-V.DL SNM- OR STAIRMSE 11ML 22 DVRENII AM1961 0.:P. SIR-111-ND STEEL 061' NPIT SPECS) EB MAALAY VIBE ,,A :R STEEL,. Fy-,m1 Fu'�"ilk11 29 CUP-W $TV. N}]WR 20➢. 1.l T. A653 A -I. IALVAM1NEALCD $TEEL 30 ASTRAGAL VEAHORSTRIMINT HADER 0121 PER HYR'S SPECS (NECFREI:E SNSERb . ASiRPGN. WE.RSTRIPPI. .. .14E A.. -1. SPECS 4 OAISNC INSERT) SO PRESS -ON RVII STRTA'D,v Wd6R 226s SOLIWt,% sa r-AIMESNE. 33 maNSTOI VGEI2RSIxNgDS NANN 851s PER 1GR'3 SPECS Nle:tt 2LNP[R) 31 ERNR SWEW: HADER 1205 PER "I's SPECS (VSML "PER, D5 VIRF..AS", IAANE PNCidAS STEEL W1 MDR. YIELD STRENGTH v 40RRS1 µ9 OK YENSHE $TREPAIN 90.9'9J 9 t/' LO.W X RAN' MIX DWSiER, U CUMIN ETHD 14.:NCRS 12 PIECE CNDANAi1W) STCCL RESIN A-G33. aroO CALVAVNEAL 1 2le' M 3 SIS- x 20 GAHM 135 NWYV/ (OAP X I SR• 1AWD $OPENS 37 ETA BUTTERFLY ANCHOR WART AP FUTH STEEL 19 OAKE SIBYL SATIN C.T. SR w -E�S 1 2Y5 D HADER NPAPAX TEST SELL 11 DMIN SENISN ENTRUD TO THE DOOR AT TER AND BOTEM t0 HEMER I HARE OLD RESPSISVELT 3 FA.tEAN TO WER V1 0H 9iD-24 x I W' THIRD OUT EACH. RAMLTICN 39 WON COACH 15951 SE.,LE NNA@'T 6129E TFICK A IN WALE H STEEL $i GXCO TO 499 $TRIO[ PLATE WITH IW 5/IL'trl&:l'(MN) HAWDiE SCREK 40 1l CALiKHG 4E SRICONE SI SIPXAE.0 STRIKE NELFG-CJGALvsuHCN STLIWNC SII>uEUF/aq.-- W STALnE$S $TEFL �i AS SNDWN W CCIATL 12 La4E HI89T NllU x 19a' N IIL1T L(F:O (S[E SHEET 9). 12 hL10T RTTDTC R8620 TTELL 1 L'S[ <i pq AISI 304 SERIES STAINLESS STEEL WITH Fy =45.75 Ksi R AND FEN= 101,38 Ksi gENSf %"7 '- No.44167 tI '-a__sS10NAlE�6'' , FLOPoDA BSIItDING CODE (HHH & NON HIGH VELOCITY HURRICANE ZONE) 00." W.w. DOUBLE x SINGLE SERIES $080 Y t0BD OOISWING COMMERCIAL OAL MHUL OR STAINLESS STEEL SRWE DOOR DxAYx BY: 4L rWSN OR ENDOWED DAYBAR INDUSTRIES LTD "E"Y T urc L E C O I3,,. 71LUT N STANG A' ENGIN�ECHNO CARPI Y `,)"..�' um']n;-,i�N� 'm,-ARE, M w REST RRRRmL us-aN aTSa I]-i35 ,(.r` D[ 1ACOVa6.«A, E9- IR Tc cm w-aza NuvnnD x. m WALIER A TIMJ uN1/W C Oiry DA 1N. / 11161 . 1 44 .1 1 � SXT} 4 4110 OI PFRIhtEJER FRAF•E_ mx ! 30 ASTRAGA_, SEAL(872S) 3© PRESS_pN SEgI.. v aM1 PYI, 34 LIBDR Sb'F,� O THRESHOL D(520S) !: y I I O IHRESHOLD(4775) I t O7 DOOR SNAP -IN TOP/BOTTOM CAP �r�' luu.ue E of 31 A�TRAfjpy, SSA•_<9l�>. O PERIMETER BUMPER SURFACE BOLT FINFORCEMENT 112®4R GI.fYFf` FIj;IFORCEMENT @ DOOR STYLE HINFIE R INF 20 EgyEJJIZAMEI HIN,F RIPW L_ 21 ASTRAGAL STRIKE RE,.[NF COMPONENTS No. AORWIRE ANCHOR TIFTAII_ &PI/17 smv i:dE arluxs f 14ii.059 RR (l=IIw 3/ EEM�A R TTYEpP�F�L�/Y:://,���AN� HOR P( ART P.J.d_m FOR DETAILS 2/10 M0 4/IQ & 6/10 TR4: I6 G LP't L6i! A �,--}-1• nm>. � E—' =n is:P To sNi.P--� � Ca � M9: h-li PIECi _...._--- aVi I i. SURFACE_ BOL T 3© REMOVABLE MULLION 2 EC PIE COMBiNA-TjDN�jM NCHOR FOR DETAILS 45. 5A/10 auR: snn uuRx wrzm c.wE fU GlN MU:SD C3f[FL FLORIM Bt1MNC CODE (HIGH & NON HIGH VELOOi1Y HURRICANE ZONE) w[m m DOUBLE d SMGLE 6ERIE6 6080 d AOBU OUISNING CONNEBIAL WWGNNEAt OP OE.wx 6T: -� 'Sukuss STEU MUE BOOR NL .k * �. i �y f�ay�C : dlA•i•4` 11LIECOINC. IIWi TE6TING d EHGIN,YCu[MNG fgYPtHY 4iR:•h n 31:w RItiC4AI�JlIY. PE Fl.gtG lie /aEf6] DAYBAR INDUSTRIES LTD m�Af M2 P1wTVt CYI.M lil }!. OOo a" GMMWC Ne a a/m/' AIRT 3OPf REr I I-6• FM LIXR SI PAPER HONEYCOMB FILL SA MKR igF X rar TOA 19oFT. AT ALV SIUL C.IVEL , ME WE smTF% ORTAT rm 4VCkf Si1ErR�Ji vC1PCv dr TCP.eoiiCV, A� EXiERTA CNW Ma EPTEi TO TW E MKL LASER AND I(M STILE Tu' PC) IlLnrzv AS si£.VH, EMIQv Us:NG z GELv STEEL CWJAaS 1.4r sEcrta'T i[[ fvl$Fi. AORICRHIE) REIg5L9CEFSE )BGa (ALVAtz.y.. DR P1TCF1681' N IFD' % Hpa N-0]B'> DClA.LS rcR. .V 50. M SAMC YJSI110V SSPIkI[SS STEEL dXIW FLULI R4 Mx<.R� iS0' X IA• N 19pq <0.01P) N1NCE STLLE DNCR IS. ROxG.. ExPOSSE FINISH REIkFh3QY£Ni IPPED 10 Tm' [MaNNEt ICI LVNERC MRtCdBlf) STILE W FF�TR3 .. STILE `' t t I .. 4 • t A 6' RGx LOU • � r 41NaYC� TU Q.DvOR S6 ti UPANDE➢ PRYSTYREF4 FILL (I PET DEKIrY) OP IS An (V12SE APPLiCA9LE> STYRENE FILL Pp rueETxs OR Ize PCP "IMAS. WISHAu. cmmLY v/ SECTION MIS r THE rLDC.DA WELT& WISE. W.L£D To INFERIOR RIOR S%Fl (4700TTX i [wdMIEL. Tfol CLltl 00.12 SHINS -AT S' 0.1. NA94) (l4NP-M E`A`PxL. TEEUffD VIiN SE SD.ICPRE 11 TYPICAL DOOR TOP & BOTTOM STEEL RIB FILL DOOR PANEL CONSTRUCTION OPTIONS (HORIZONTAL SECTIONS) y W Z = IUTEM0. W - I ,E I � [XT[ROIi I/6 SECTIONS AT HINGE STILE 11RTv� Iv Iv2 Rnx;, MISSE HDPE. ,IG1r ®.V El"En DSIVI DBii�3l as• x A5' x Ill..) 'X 9.Y X OIW') CONSTRUCTION (VERTICAL SECTION) FlDRIDn BUILDING CODE (HIGH & NON HIGH VELOCITY HORRIOAA'E ZONE) DR06 OME & 51.GLE SERIES SOW & 0 mL[ro "SWING WEIVERCLLE GRLVARNEdL OR CRAwq IT; STAINLESS STEEL, ERExCPOOR uL ECOINC. DAYBAR INDUSTRIES LTD 5R pg:L 6ypiqu 09/03^T ORR I E�N4GIISECRING CCNPRNY .t TIm �)akwpeel.cem 17-135 6-TA6F I9 DPAWND Ns yy as uIRT ii P•E cvu/n —SET 6 DE 10 L . IT / l'l POURED �• / CONCRETE REO'D, V I v S L7 �= X xx SEE MULLION INSTALLATION' SHEET 9, AS \—+ I APPLICABLE f— 01 BEYOND W S Lil Q S W W OJ w L- 7- POURED7/7/x. 40 CONCRETE 3/16'0 TAPCDNS REWD @ 12' O.C. MAX. SECTION D-D CINCI F DOOR DOES IJOT 14FEU MULLION. AT H JJTO REINFORG�D .�.A_M[L I DER x ACID RINGBEYOND) & 33 x x w i CONTINUES SAME AS SECTION D-D (AT BOTTOM) SECTION E-E STRUCTURAL STEEL CHANNEL. MIN. IB GAGE 0 SEE DETAIL 7/10 CONTINUES SAME AS SECTION D-D CAT BOTTOM) SECTION B-B 45 deg MITERED :DINTS WETH (51 gITCK-DOWN CORNER TABS: OPTIONAL. WELD AT 2- PACES (GRIND 9GIGTFD 1/7 FRAME CORNER:TABBED KINDCKDOWN ASSEMBLY_ STRUCTURAL MEMBER AT HEADER MUST BE DESIGNED T❑ CARRY 174 N/FT& BE REVIEWED BY BUILDING OFFICIAL FLOWOA BUILDINS CODE (HIGH & NON HIGH VELOCITY HURNICME ZONE) ®1a7nrtm rm DOVetL 0 SWG(E SEaEi eo60Nh s l ox wN m� OUTSRRIO CONNERCIAL GALNANNEAL OR SfAINI£SS STEEL FRAME DOOR uA. FLUSH OR ENBDSGED I�. E DAYBAR INDUSTRIES LTD 'S Ri W]t MIaOfRL. rci sae' i � ssu eai w-.ro. 17-135 _ OWMNO No Sx[[( i OF 10 CYLINDRICAL LOCK MORTISE LOCK rn A SAG 5 'n, r � g p p A �A u �A CYLINDRICAL. LOCK Q MORTISE LOCK H 14 4 On [rviEalna EXTERIOR RIM EXIT DEVICE SVR. EXIT DEVICE SINGLE POINT LATCH 6 p � X A 0 A SVR EXIT DEVICE /z 7 m m .ZI a A 0 RIM EXIT DEVICE SINGLE POINT LATCH m A A 0 INTERIOR yq we� D C� C m w m 0 ,! r D y r E%IERIOR Z y C INTERIOR OR b X � y 0 m m < A IIGR G nEVERIGR TSOMETRIC EXTERIOR M ION/ULI nDOR SEAL E%TERI�R S 8''14 'I" SIFT IS IlAll E%TERIOR CONNECTIDN AT TOP CPLAN) SECTION E%TER30R E%TERiOR RE �O �l eII -IBw FLOOY RS 8E20 PITTM'.J �2I6' 1 ' POURED RcTc REWIRED WIRED PULL IELDED Flail u STEEL ERTERICP. CONNECTION AT BOTTOM CPLAN) ��� Ll�l ClLV-Ix NU R 3A •1 i O 18E2'v iiTiOM l3LLICV 8$ FIT71::5 STEEL Off, , f� •. j. 6620T=EL FIT „LWOdlo HALE ,.. FLORDA BUIWING CODE (H:GH h NON HIGH VElAOQY HURRICANE ZONE) �9 VON DUPRIN SERIES 9954 "" °`x' .D..Mi. wuM-Tcc" oaiv xRso ui ov n[•xn e CbTI 499 STRIKE PLATE) SiAIUSE SiECL faANE DOOR PLUSH OR EMBOSSED uL MULLION INSTALLATION IL� DAYBAR INDUSTRIES LTD DSPWII uwr resnxa t [xmxfEsxe eow•xr [> s1P oa:F_ ux�ia4 17-135 E86WO6t1B urz w Duxwc xe Wx]FR A nWi i<9.f. MICG Ik. 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