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HomeMy WebLinkAboutBuilding Plans1. THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FSC,TN �mll VELOCITY HURRICANE ZONE (HVHZ). 2. SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3. GLAZING TYPE: SEE GLAZING DETAILS ON SHEET IS. 4. DESIGN PRESSURES: A) NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E130D B) POSITIVE DESIGN LOADS BASED ON WATER INFILTRATION, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El300 C) DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. S. THEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1P3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. 6. INSTALLATION SCREWS & FRAME CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 7. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. 8. DISSIMILAR MATERIALS THAT COME INTO CONTACT, INCLUDING PRODUCT FRAMING, ANCHORAGE AND OPENING SUBSTRATES, SHALL BE COATED OR PROTECTED TO PREVENT CORROSIVE REACTIONS AS REQUIRED BY THE FLORIDA BUILDING CODE. B. REFERENCES: ELCO ULMCON & CRETEFLEX NONE, ITW TAPCON NOA; TEST REPORTS FTL.7137, 8717, 8842,17-7538 & 17-7007. 10. THIS DOOR SYSTEM MAY BE USED WITH ANY COMPATIBLE CGFCOMMERCIAL STOREFRONT WINDOW SYSTEM. WINDOW SYSTEM MUST HAVE ITS OWN APPROVAL. ANCHOR NOTES: 1. FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADS COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE 1 ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR SUBSTRATE APPLICATIONS SEE TABLE 1 ON THIS SHEET. 3. WOOD BUCKS DEPICTED AS IX ARE LESS THAN 142'THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTAL- LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD &TO BE I REVIEWED BY THE BUILDING OFFICIAL. 4. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 6. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NOWSHRINK, NON-METALLIC GROUT. MAX. 114' THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30B FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE. OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. INSTRUCTIONS: 1. DETERMINE THE BUILDING'S REQUIRED DESIGN PRESSURE USING THE ASCE 7 STANDARD. THE DOOR'S DESIGN PRESSURE MUST MEET OR EXCEED THIS VALUE. 2. DETERMINE THE ANCHOR GROUP FROM TABLE I, THIS SHEET. 3. VERIFY THAT THE CHOSEN THRESHOLD MEETS THE REQUIRED POSITIVE(+) DESIGN PRESSURE FROM TABLE 14, SHEET 13. 4. DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO GLAZING, FROM SHEET 2(SINGLE DOOR) OR SHEET 3 (DOUBLE DOOR). S. IF YOUR ASSEMBLY INCLUDES A VERTICAL MULLION AND STOREFRONT WINDOW: A) DETERMINE THE VERTICAL MULLION TYPE & DESIGN PRESSURE FROM SHEETS 4.7. B) DETERMINE THE VERTICAL MULLION DESIGN PRESSURE DUE TO ANCHORAGE FROM SHEET 9 (1/4" *: No. Sam E„ coup Anchor Substrate Min. Edge Min. Min. O.C. Distance Embedment Distance A e, 51410 P..SWnanPM 1' 1-3'8' 1. SS SMS IGS) 1S0=065) A..., 63831Y 31T 118' 518' B 4Mat eet. tlO SS SMSIGS) M.I2 inh lMdneeq Sim, A33' Ts, VB" 51Y (0.125'mh ikkkwaa) 2.1W 141TV 3- uwL zasxv2.85t iM"OCoulmon GmmFim mu. 2.1ir IS4' 4' (AM tce01 C ooOMm CMO, 2,1W Life 6' (ASTM 090) 1PEIw410S5. unproulea QJU' GreFlev irm ON) 24W 1-11C 8' M18'Bco llllmcw UnP4rm GA' (AM Can) 31/B' 14/4' Or Concurs 2.11r 114' 3' (mh 335ks0 r 3'tumn+a (min 3.52kxiSUB' LV4- iCluj. IASIM Can) 2.11Y 241P S 0Hn.3kH) UnPahpO W U. WSTM C80) CODES/ STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), BM EDITION •2014 FLORIDA BUILDING CODE (FBC), 5M EDITION -ASTM E7300-09 •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISISIW12 •AISC 360.10 IMPACTRATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. FOR STEEL STUDS. MIN. FW45 KSI & MIN. FY=33 KSI. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL ANCHOR HEAD TYPES ARE ALLOWED. CONTENTS: GENERAL NOTES, INSTRUCTIONS........._...........................I ANCHORTYPES, TABLE 1......................_..... _.................. _.I GLASS OP. TABLES 2 8 G.................... ........ _.... _................. 2.3 ELEVATONS. SINGLE DDOR.........._...................................2 ELEVATIONS, DOUBLE DOOR............. ..................... _........... 3 ELEVATIONS. DOOR WITH STOREFRONT WINDOW......_..47 VERTICAL MULLION DP. TABLES 47........ .„.......... ......... 4-7 HEADISILL CLUSTER QUANTITY. TABLES 8 & 9................. 8 MULLION ANCHOR CLUSTER DP-1/4'SHIM. TABLE 10._ 9 MULLION ANCHOR CLUSTER DP-1 W SHIM. TABLE 11... 10 JAMB ANCHOR SPACING. TABLES 12 S 13................_..._.. 11 HORD, SECTIONS..................... ...__... ................................... 12 VERT. SECTIONS ........_.._------ ......__...................... -.........13 TRANSOM SECTIONS............. _.... _...... ____.......................... 14 GLAZING is IS SPACER DETAILS............................. ............. 15 EXTRUSION PROFILES...._......__.......____ ........................... 1G PARTS LIST, TABLE 10... .......................... . ........................ . . 16 CORNER DETAILS ......................... _....................................... 17 HARDWARE .......... ...... ................................ _......_..__.......... 18.18 NOTES J ROSOWSKI USING THE DOORS MAXIMUM DESIGN PRESSURE HARDWAREURE DUE TO ' cs'' .`.a?!�^- � ,�' (m,)_,nv __ STOREFRONT ENTRANCE DOOR DETAILS - LM 03105N8 8. 9. DETERMINE THE THE OWEST DESMIGNIMUM PRESSVRIGN E FROM 3S4,588ABOVE, SHALL BE VSED FORETHEIENTIREASSEMBLY. '''/JISq NAL �1`TS CClwlnoriW3 acpaooRs s.�u,/uoaac sma: snm: rx,d•p x•, xec A Lt?61161ikR,Ps ALLRDHra RESERVED 5E-3550 NTS 1: 19 MD-3550.2-LM - Giese Design Pressure, Rsf forSingle Door pee Type: A A D Doer Fmme MOT 0,gPmT Hegn Door Fmme WWb ]1-L/' 9410 Te' I - 1• •9d90 •9dw 90' 9T34' +9d90 -aab . per Type: B • E Door Fmme HYIpM �� H.4m Dom Fmme WMle 313'1' 341? TB' 9T-d4' +7d80 -Md W 9 ," +T01E0 Nd9D 90' 9T-dl' •)d50 •)m d BTJII' W3+1• +TdJXI •1d80 per Type: C A F Dmr Fmme NagM �� HoBM Dom Fmme Wwh 3419' E1.1R' )a Iw -W-120 tZP •9d-120 r. I08' •9d-1200 I2 •wAw0 Im• •9d-120 Eowilm I2d •9d-120 9JA1- 12d +9d-120 Im• I2P •9d-im IZ 12d +90-100 FOR SIZES NOT SHOWN, ROUND UP TO THE NEMAVNi.ABLE WIOTHORHEIGHT DIMENSION SHOWN ON THE TABLE. ANCHOR REQUIRED @9-WMAX — 17-7M 01 ANCHORREQUIRED DO O.C. d NAX 1 1_ SEE MAX. JAMB AN CHOR OZ SPACING / ON TABLE312 A 13 / / 4d MA)(. DOOR MAX.OLO OVERALL HEIGHT 721WIfi. r SEE SHEET 17 FOR F-- 11NTAUATONANLHGR �-_J ®Y)15'MAX TMRUANGLE BAACIO:T � —"III 51-1?MAX ODOR FRAME WIDTH TYP. ELEVATION OF SINGLE DOOR WITHOUT TRANSOM ENTRYDOORNOTES'. 1. SEESHEETISFORGLAZINGTYPESANDDESCRIMONS. ANCHORREGUIRED ®4T/0•MAX t)-Iff ANCHORREQUIRED MAX. WYT/B•MAX Imo- O.C. .I— _ dL O.C. RREQUIRGEMERTNG REOUNEO S C ORG lX GLA59 TYPESCORF /ate SEE MAXMB ANCHOR O.L. SPACING ON TABLES 12IT 13 SEESHEETITFOR ANGLE BRACIO:TTO JAMB ATTACHMENT I INSTAMATIONANCHOR ® 3-T19' MAX. THRU ANGLE BRACKET DOOR FRAME HEIGHTS OVER 07d4- OR DOOR FRAMEWIDTHSOVER 3412-REQUAE SPECULHARDWARE. 5EE SHEETS 18 5+9. d MAX. TRANSOM HEIGHT 12d MAX. OVERALL / HEIGM DOOR FRAME HEIGHT 1 J DOOR 51-IR•MAX FRAME WIDTH TYP. ELEVATION OF SINGLE DOOR WITH TRANSOM SHEET NUMBER-- LETTER 1o+ao imssixsTEi ._._� _ *: No. 581m': *_ EGRESS FORMULAS: SINGLE DOOR E WIDTH-a31d- EGRESS WIDTH FRAME HEIGHT-2-FRAMd0•- THRESHOLDHT HEIGHT• EGRESS HEIG mml.m3N>'2 (=IusSovoo DYsniplbn' ELEVATIONS FOR GLAZING DP, A warn 0r• J ROSOWSKI 1 =v�il K IDi PREPAREDBnALYNNMIUER 10TOTECm10LOGYDPNE o.'. T(�l• iA0 '•- TA l Ff/`� OLO�AYLIGHTOPENING��RMULASOPENINGI�RMUTAS: SINGLE DOOR FRAME WIDTH•4Wlr a DLO WIDTH NVEwCE.ftJs1n nae = ilk: STOREFRONT ENTRANCE DOOR DETAILS -LM 03/05/16 '• ROR10P' \2� %FS,••........•.. G� WF�DLO HEIGHT COPYNIDM O.N+) NAL E,,% TRANOMWDEG -DLO TRANSOM WIDTN-d.OLO WIOTI CGIWWCGW9e DCLMm NRTId V® ser:eY/MaeM: Smir: 5E-3550 NETS Snuc 20F 19 wa.dp xw MD-355U.2-LM Re✓ A. Tl AIHNMmmpm TRANSOM HEIGHT-3JM'-OLD HEIGHT fIPT. DF Y,IrH YAA] tTTK P.Ee 68]ee Glass Design Pressure, psf farpotDle Door Of.. Typt A It DODr fmma Heq 0 �1P0 Hu'ry6t Door Frama WMln 00' TS 1/Y iY 91-Y9' +90I50 +9de0 9d 9i-d4' +90/90 •03.d9B.9 CIA. Ty :B&E Door Fmmo 0V9mll Dom Frena WMlO Isrt/Y7W +]0140 -I(Y 01.+r0140 2Z.BR +]d4W9d •70140 +Td4I0 Man TypA: C A F Door FmmO NegM Dom I.. WM10 Hai914 75.1f1- 99.IX re• Im-119• .wn20 •941-100 12d +9d-117 +9d-100 &, IW4fV +90420 +901-100 120` as-117 H)WA 0 112-119' +9d-120 +901-im I20' +9d-117 +90`400 97-Y9• 120' +W.120 +90400 Iw 108• •9d-100 +9d-f00 120' 1 120• •9d-100 •901400 rvV I 'EIGHTS XIJ KwrvCu roH wOn FRAME HEIGHT@ OVER 973l4•. FOR SIZES NOT SHOWN, ROUND UP TO THE NE AVAILABLE MOTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ANCHORREQUIRED ANCHORREGUIRED ®s.7v 1)-]/@' SEANTITY @FORANCING �9.11@'MAX MAX. OUPMITY&O.C.SPACWG 17 7/e' N] �® MAX.ACORHEOUIRED -� REQUIRED O.C.17W 3-TR'' ANCHOfl I�- 8' MAX.O.C. SEE MAX. JAMB ANCHORD.C. NO ONI'mEs12a13 -- I REINFORCEMENT011 T- REQUIRED IF USING i GLASS TTPES C OR F 120'MAX A DOOR 1053/1fi' I FRAME/ MAK DLO HEIGHT SEE NM. JAMB ANCHOR O.C. SPACING - / 0 0 ONTABlE51O O 30.1V16' MAX DLO SEESHEETt]FOR SSESHEETI]FOR ANGLE BRAMSTTO - --1 _ _ -_ ANGLEBRACKETJAMBATTACHM w r , JAMBATTACHMENT� , r 11NSTAllATIONANCHOR ----_J SEEHEET@FORANCHOR J J @3-ANCHOR I+- I INSTALLATIONPNCHOR THRU ANGLE BRACKET®J-]l9'MA%. THRU ANGLE BRACKET SEE SHEET B FOR "••QUANTITY &O.C. SPACING ANCHOR QUANTITY It O.C. SPACING DOORFRAMEHEIGHTS 9NIX MAX.DOORFRAME'MOTH OVER 97i/4' OR DOOR MIX MAX, DOOR FRAME NOW - FRAME WIDTHS OVER TYP. ELEVATION OF DOUBLE TSIXREQUIRE TYP, ELEVATION OF DOUBLE DOOR WITHOUT TRANSOM SEE CSHEETS 118&IS DOOR WITH TRANSOM SHEET NUMBER--w —DETAIL LETTER 6' MAX CT MAX TRANSOM HEIGHT tT12D'MAX. OVERALL pHEIGHT W-314' MAX. DOOR FRAME - HEIGHT ENIRTOOORNOTE9 t. @EESHEETISFORGL NGTYPESPNOOESCRIPTIDNS. ��e ATBOBCNr9 Prvbwm Rensee 9Y Oela: Rerivan: �� 1C'•�\OEN&�'•.'� •�,P '� CplWmppwS.wGoaaRs,Wc tOtW NW2STH6TPEET _.k: No. 59r0.F '.*_ EGRESS FORMULAS: DCUBLE DOOR FRAME WON I2.4'=EGRESS WETX FRME HEIGHT-23@-HRESHOLD HEIGXT=EGRESSHEIGHT MUMl, FL331TJ: I _ Y O: ELEVATIONS FOR GLAZING DP, 6 77•n05: J ROSOWSKI pREPAREDBY0.LTNILLQI tON,TECHNOLOGYDRNE %�O ••. GIAT'OF'•4(A� line: STOREFRONT ENTRANCE DOOR DETAILS -LM Odle: 03/05/16 OLO�AYLIGHT OPENING) FORMUTASOPENING)FORMULAS: DOUBLEDOORFRAMEWIDTH/2:&4UIr•DLOWIDTH N. VENICE. FL3Ma (941)"mm '....RORION '%FS...... %", DOOR FRAME NEIGHi-10.1Y16'=DLOHEIGHT COPYNGHI0A1] Sefin/NOOeI: SmN: SMeI: po+n9 No.. Rer. Ea AL 's/I�4 -DLOWO EIGHT TRANSOM HEIGHT DLO5E-3550 CAIILRt'p16M9R SERVED NTS 3 OF 19 MD-3550.2-LM P.E CER .OFML tlP9i98 P."um Max Vertical MASS Design Pressure, (psp O¢nll HOW DaW.wlm4w Fmme WNIh No R4lnbmomeN aMnitanl Rtlnbrd ..m IPM tilt) HD aumwvn RFinbtaemenl (PM M) 55M4 Door whWul TI4Imom 491C .9014D .m.10 +W-lm fir /r +90140 +90/-100 +901-M 7"V .9W-90 .91-100 .901-120 78• 8 4• +901-90 ♦9a•100 +WAN 1714' +8a.90 +9W.100 .901-120 1"4• 401.90 +90,400 .W.120 12134• +86Yd8.3 +9a•100 .901-120 49314• +8WA0 +9a-10o +9W-120 81314• .9WdM +901400 +9W-120 73�4- .901 0 +W-100 +BW120 B4' 853l4' .BW,90 .901-100 .W.120 91d - +BW410 .901-100 +9W.120 109�a4' .89.V419.1 +m-ID) +W-120 121314• +80A1J10.1 +8W.100 +M-120 4"W +BW410 ♦901-100 .901-120 81014' .9W-90 .9a-100 +911-120 73014• .94Y•90 .Ba-100 +9N•120 90• 95a14• .9W-BS +901400 .9a-120 971314• +901A0 1 .9a-100 +901.120 twa14• .83.114131 1 .901.100 +M.120 121&4• 1 +9a•100 4901120 (A 3 w 49a90 +8a-100 +0-120 730/4• .9a90 +9W.100 .97-120 NT v osd +9a00 .901.10D +BW420 W7 - .eBvae.1 +901-100 +9a-12a 106-1116• 48W40 +901-100 +0.127 121ZV .W-1DD +901-120 4934• +901-100 +90,420 61 ] 4' 4901.100 +9011-120 73314• .801-100 .W.Im 106• 85314• +901-1DD +901-120 sT-a4• +9a-100 .9W120 109314' +9SI-lD0 +M.120 1215 a .901-100 .9111-120 4"4• .9111.100 +90'-120 61a1r .9Wn00 +9a-120 i8 4• +W-100 +901-120 120• 85314` +9a-100 +9a-120 -IW +9W.120 M1114• 1D3.106' SW +9a-100 +9W120 111-1118' +9W-000 ANCHOR REWIRED 1T.TR' ® 9.718' MAX. MAX• O,C. ANCHOR REQUIRED �- DB3-T/fi•L1Ax SEE MAK. JAMB ANCHOR O.C. SPACING / ON TABLES 13 -12Is I / SEESHEET WFOP ANGLE BRACKETTO JAMB ATTACHMENT 1 INSTALLATION ANCHOR ® 37AY MAx THRUANGLE BRACKET FS 9 d 1D FOR ANCHOR MMFnTYSSPACINO lBOLT, 24•FROM EACH END AND 24• MAX D.C. ATTACHED STOREFRONT WINDOW. SEE SEPARATE APPROVALFOR SPECIFICATIONS _J (�) 'l1 1 l l y 120• MAX. DOOR 120• MA ( FRAME DOOR OVERALL FRAME HEIGHT HEIGHT J SEEM ANCHOR O.C. TABLES 12 t I_ ATTACHED II 1 1 DOOR i STOREFRONT III .1_ _ _ i. WNDOW, l SEE SEPARATE ll4'NUT B BOLT, i APPROVAL FOR II Zr FROM EACH END SPECIFICATIONS AND 2T MAKO.C. I I OVERALL / J 1 / ❑ I HEIGHT II I j l 31•tR'Mgx DOOR FRAME WIDTH SEE SHEETS SS ID FOR ANCH00. PATTERN, OVANMY B SPACING -DOOR+WINDOW FRAME WIDTH PRAIdIE OVER97.W6.OR CORD DOOROR TYP. ELEVATION OF SINGLE FRAMEWDTHSOVER DOOR WITHOUT TRANSOM 39�IW REQUIRE SPECIALHARDWARE, SEE SHEETS 1SA IS. 2T MAK IV TING ALL BY f-VIIERS KNEEWALL HEIGHT _ L_I I ____ SEE SHEETS B A t0 FOR ANCHOR PATTERN, GUANTRY 9 SPACING DOOR+ WNDOW FRAMS %H)M TYP. ELEVATION OF KNEEWALL INSTALLATION (OTHER DOOR TYPES SIMllAR) SHEET NUMBER-;,V DETAIL LETTER WIDTH OR HEIGHT 01MENSION SHOWN ONTHE TABLE. ENMY_DOORNOTES: MU 1. BEE SHEET 2 FOR EGRESS A DLO FORMULAS. 2. SEE SHEETS 2 FOR ADDITIONAL DESIGN PRESSURE UMRS BASES ON GLASSWPE. 1. SEFRONTWATEAP NOTES: 1. SEESEPARATEAPPROVa.FORBTOREMEUSENDOWSPLYIWTIONB. 2. IFASEWE80F STOREFRONT WINOOWSARE USEb, USE ONLYI WINDOW DIRECTLY ADJACENTTO THE DOOR IN DETERMININGME DOOR+WNOOWFRAME WIDTH. 3. IF STOREFRONTWINDOWS ME USED ON BOTH SIDESOF ADOOR(Ex OXOJ. DETERMINETHESOOR+WNDOWFMMEWDTHUSINGTHEWDERWWOOW. 4. THE LESSER DESIGN PRESSUREOFTHE DOOR OR BTOREFROM WINDOW SHALL GOVERN THE DESIGN PRESSURE FOR THEENTIRE ASSEMBLY. •aDNiD00BLl PTDDULI9 1o•CENSE�((�'i� ` tj '•,%% ND. 58705 % YT •k , - rI^/ '� '•. �= ���•••• BF �T;••4V� hOMON Z� `••......• ��''�ss/ONAI.E `` 1/IIII11II IIIllll ALITN MILLER P.E P£4Y705 NnSe4 6Y Date: Her>:on: CW WNOOWSANDDOORS.9N0 1D10D xY2x3TH STPEET MW.0,R331T3 Tm3)693�90 0<ae/•atlas ELEVATIONS FOR MULLION DP, A prom By J ROSOWSKI PREPARED eY A LYNN 19LIE0. 107BTENR4NaCDYOMV[ N.VENNERyng Wt aBLL1W0 nrc: STOREFRONT ENTRANCE DOOR DETAILS -LM DOIe: 03/05/16 COPYaGHT020H CDIVM`DDW58DODA5 ALL1WNfSPESERVEO se>:1/uaeec scan: SE-3550 NTS Sneet: 40F 19 pm.;nq No. MD-3550.2.1M 1+^•: cERra iIL a29286 Max VeRloel Murton Design Plessm, (psi) O,emn HHOk Doori l"fin . Flame Wi4NI N0 P4NbFemenl AIM01N4a Aainbmam4nT (Pan Ril) HD Alamlaam Rein .I. (Pan 023) 6ilple Oom w 7.l 49414' .9W-90 .BW4W .9W-120 614/ .9W-90 a9W400 +9W-iW 7 r +sea ,901-100 ,901.120 Ir 8631r .BWd +91Y-1W +9W.120 91-W4' +mm 49W1W +9W.1m 10931r +0-90 49W-1W +9W-120 1214114' .88.31416.3 +9W-1W .901.120 49a14' .9W.SG a -100 a9W.120 61•W4' +90190 +9W-1W .9W.120 73W4' +BW410 +9W.100 +9W-120 8•' SS3'r ,mm +901400 .9W.IA 97-W r9WA0 rBW.Iw .801-120 1o"3 +89.114191 +901-iW a9W-120 12l- 4• .80.11410.1 4W-iW +901-120 4901V +9W.w 49W.1W ,9W-1MI elar +WAO +9W-lW a0.120 73J4• +SQMG a9W-iW +9W420 90' B e awm .9W-100 a9W1" 97d 4' +9W5 rW.100 +m.1" 1UBW4' .83.11.83,1 +80I400 .9W-120 12134' +9W.1W +9W.120 4931r +9W-90 .W41W +9W-1W slSw +9W410 r9 loo +9W-120 7 4- .BW.Se 4M.lm -WA20 97-Yd• 85W4• 49WAo +90400 eM.120 97441' a08.1p86.1 +9W-100 +9W-120 I0 Ill8' .8W480 .9W-1W .W.120 121d4' .9W.1W .9W120 4 e .9WIW .=420 sldv .901-100 .904120 23 V +BW10 4MI-120 Toe• B 4. +901-100 .91W420 974 r .0-100 +901.120 109W4' .W.Im .B 120 12"4' .W.Iw .RF120 4a14' +9W.100 .901420 61-W4' .W0 lao +90M20 T3a14• .901-100 .901-120 120' BSWr +W.1W +We).120 973r ego.100 . 420 10SVIV .9W.100 .9W.120 117-11ir .9W1W FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAIJABLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHETMLE. ENTRY DOOR NOTES, 1. SEE SHEET2 FOR EGRESS80LOFORMUTAS. 2. SEE SHEET 2 FOR ADDITIONAL DESIGN PRESSURE LIMITS BASED ON GLASSTYPE STOREFRONT WINDOW NOTES: 1. SMSEPARATEAPPROVAL FOR STOREFRONT WINDOW SPECIflCATONS 2. IF A SERIES OF STOREFRONT WINOOWSARE USED, USE ONLY 1 WINDOW DIRECTLY ADJACENTTO THE DOOR IN DETERMINING THE DOOR. WINDOW FRAME WIDTH. 3. IF STOREFROW WINDOWS ME USED ON BOTH SIDES W AOOOR (Ex OMI, OETERMINETHE ODOR+ WINDOW FRAME WIDTH USINOTHE WIDER WINDOW. 4. THE LESSER DESIGN PRESSUREOFTE000RORSTOREMONTMMMSHALL ANCHORREQUPED �I MAJf. O.C. SEE SHEETS 9810FORMCHOR ANCHOR REQUIRED PATTERN, GUANFRYB SPACING a37W MAx. '- ---�-----, A _-a__4 _ r MAx. - T_, _I i a I4TMAY 1 I ITnUotsom HEIGW I ii i HEIGHT II I II 6• MAX, O.C. SEE TABLE 6, j THISSHEETFOR CEMEN REINFORCEMENT II REINFORCEMENTAIII REQUIRED IF USING I TYPE I GIASS TYPES C OR F L li 20"M OVER SEE MAx JAMB I 11r NUT&BOLT. li HEIGI ANCHOR O.C. SPACING iN'FROM EACH END BLWd' ON TABLES 12813 O AND 24'MA O.C, jl MAx DOOR FRAME 11 I ATTACHED HEIGHT II I STOREFRONT II I WINDOW, II SEE I I j APPROVALFOR II NGE SET TO BPECIFICATION9 II�I AMB ATTA�CTMEM� _, r T_y___r_� ____'ll j T-r--r'r�----- ' 11NSTAWTION I I ANCHOR _� 61-1/2'MPK ,VICHORPA9&RTN'o �3.ANCH RTHRU ANGLE DOOR FFUME WIDTHS DOOR.WINDOW FRAME WIDTH OVER 3}i(Z'REpUIRE TyP. ELEVATION OF SINGLE 9EE 6NEE15 Dien la' DOOR WITH TRANSOM SHEET NUMBER- W DETAIL LETTER I ELEVATIONS FOR MULLION DP, B I J ROSOWSKI I ISTOREFRONT ENTRANCE DOOR DETAILS - LMI 03/05/16 1 * . No. 58705 IIGOVERN THE DESIGN PRESSURE FOR THE ENTIRE ASSEMBLY. I pu alGHTSRESERVED SE-3550 I NTS I 5OF 19 I MD-3550.2.LM I I ALTNN MRLER P.6 II e. SEESNEET,IFORINSTAl1ATIONTOKNEEWALL �' CEAT OF pDM a39tes BEa 5eT05 Max Vertical Mullion Design Plessue, (psf) Perell Heigh Door -Ww01T From WHIN No ReNMcameN Al.h. RNINom meN (Pan01l) HO Al-i- ftal6m.M.N (Pan e23) GN@MDaw N91wa T... S651e' +9W90 .9W400 Im-l0 nose• .9W90 +9W-lw .9W.IZD 122.WW .090 .9Wl00 wa-12o 78' 13i w .9Q90 wa-ID0 w -120 1a6Wr w01-00 wW-100 +9014n lmvr +w-SO +BIV-Iw .W.120 17091W 786.3l9B3 +9W-100 .m.1" wive• .90190 .9W-100 +9a1.12D 116G18' .9W90 .9W100 +9W.im 122Sf8' w0190 +9(Y.IW +901.120 64' lX.v0' +9W90 .BW.100 +9W-120 1A891S' .9W90 .BW400 +90'-120 156918' +89.1/99.1 .w4w .90'-120 1]0918' .80.1/90.1 .BW-100 .W-lm BSve• 1 .901-90 +901-100 +W. 0 1105/8' +w,90 .9W.100 wW-120 1225V +80190 +901-100 .9120 9W 134 w .90090 +9W-100 .W-lm Iw518• ,9W90 +901-100 +M.120 158&r +U114111 I ,9W-IW I+Z120 17DE/8' IwW-100 1 .90/420 86. R +m.20 1 .901-100 ,B Aw nave• .90190 .9W-100 .901-120 12ZSIV w0190 +9W-100 .9WA20 9731V 13<51e• a9W90 +m-Iw .90/-120 146519' +881/96.1 .9W400 .90149 Isslir .e090 .eW-/0D .W.120 170-wr +9W-100 .901-120 as6?r +9W-100 +901420 110918' +901-100 .9W-120 I2 w +9W-100 a901•i20 10B' 1065'0• +BW-100 +901-120 1a 518` w01-100 +9W420 15evs' .9W-100 +901-120 iT0&8' .901-100 .90/-120 8661B• .9W-Iw .NAIw 11"r .901-100 +90/-120 122918' +9W-100 .9W-120 Iz0• 13ave• .901400 .901-120 N6&a• ,9W-100 .9a•1z0 IS6TIB' +W/•100 +m.10 IBST/e' +9W100 I +9W-100 FOR SIZES NOT SHOWN. ROUND UPTD IRE NuI evw.c WIDTH OR HEIGHT DIMENSION SHOWN ON THETABLE. ENTRY DOOR NOTES: 1. SEESHEET3FOREGRES58DLOFORMUTAS. 2- SEE SHEET S FOR ADDITIONAL DESIGN PRESSURE LIMITS BASED ON GLASS TYPE. GTOREFRONT WINDOW NOTES: 1. SEE SEPARATE APPROVAL FOR STOREFRONTWINOOW SPECIFlCATIONS. 2. IF A SERIES OF STOREFRONT WINDOWS ARE USED, USE ONLY 1 WINDOW DIRECTLY AGIACENTTO THE DOOR IN DETERMINING THE DOOR. W NDOW FRAME WIDTH. 3. IF STOREFRONT WINDOWS ARE USED ON BOTH SIDESOF ADOOR (EX OM), DETERMINE THE DOOR, WINDOW FRAME WIDTH USINGTHE WIDER WINDOW. 4. THE LESSER DESIGN PRESSURE OFTHE DOOR OR STOREFRONTWNDOW SHALL GOVERNTHE DESIGN PRESSUREFORTHE ENTIRE ASSEMBLY. 5, SEE SHEET 4 FOR INSTALLATION TO KNEEWALL. SEE SHEET B FORANCHOR ANCHOR RECIIIRED QUANTITY & O.C. SPACING ®6718'MA)(. - IT-719' ANCHOR REQUIRED MAX SEE GREETS 9610 FOR ANCHOR (�67m- O.C. PATTERN. pLUINTnYdSPACING MAX IL-------- MAX �.J '-- ---i It I IWNUTBBOLT, it 1 SEE MAX. JAMB 124' FROM EACH END ANCHOR O.C. SPACING I ANO2r MAXO.C. u ON TABLES 12 & 13 I I T- 12W MAX. SEE TABLE 9, 111 DOOR THIS SNEET FOR u j FRAME/ REINFORCEMENT III OVERALL III DOOR FRAME HEIGHTHEIGHT OVER 9731a'OR DOOR TYPE O O FRAME WIDTH$ OVER n / ATTACHED SPECIAL HARDWASTOREFRONT SEE SHEETS 18&10. IiIt WINDOW u I SEE SEPARATE II 1 APPROVKFOp I IT SPECIFICATIONS SEE SHEET 17 FORANGLE Jp AAMBAACH ENT _y--r_�_.T___r_TI �J INSTA LLSEESHEETSF IPNCHOR®0]M' �OR SEE SHEET59&1D FOR MAx THRU ANGLE BRACKET ANCHOR QUAMTfY ANCHORPATTERN. d OC. SPACING OUANDTY& SPACING 961FY MAX. DOOR FRAME WIDTH DOOR+ W NDOW FRAME WIDTH TYP. ELEVATION OF DOUBLE DOOR WITHOUT TRANSOM ATTACHED TO STOREFRONT WINDOW SHEET NUMBER® DETAIL LETTER ELEVATIONS FOR MULLION DP, C J ROSOWSKI nN: ale: STOREFRONT ENTRANCE DOOR DETAILS - LMI 03/05/16 NTS 1 6 OF 19 No. 58705 Max. Vedical MWfion Design Plessule, (psQ O, Hei2N Oeor+WiMmv Fame Wdth No Relnbrcmlert Allminml ReNbrcem0rt (Part 011) HDAlminvn fleMbRemenl (Pen AGO)with Oo,6Ie Door Tlwom 6GUIV .901.90 +Bw-1W +901.10 76Y18' +9X-90 +9w-1m .9w.120 923'16• .w.w +m.100 +Sw-Im Tr 101 11? +9W-9G .9w-100 .9w-1m 11"117 +911-90 +m.100 .9w.tm 1Z 16' rgwm +9W-100 .9W.Im 1103'16' .06,31' 3 .901-im +901-1m 60S116• .9w-90 .m.100 +m.1m T6N16' .9W.w .90'-100 1 +9w-tm 92ytff r9W-9D .90,400 .9w-tm 8a' 101Y16' .9WA0 +9W-100 +guy-lm 116011V +901-90 +m.100 +9W.120 IMS?1V +69.Nd9.1 +901.100 +9W-lm 14(LUI• +EDT,&a.1 .801-100 +9w-1m 6Dw16' +901-90 .9W-100 +m.120 76 IV +w.SG +9w.100 .0-tm 9T-Y167 +wm .901•100 .Wwlm 9w 1043116' +0-90 .91V-100 .901.1m 11"Ir .9W-w .W.103 +90,420 126W1ff .83.11-al ow-100 .901-120 60.H16• .90I-90 +901-101D +90tl-120 76 IV .W40 .9W100 .m.120 92alO .91150 ♦9W100 +9w.1m eMe 10631tw +9W-90 .Bw-100 +9w-tm li"i6' .88.11ffi.1 +90'-100 +9w4m T23 +801- ."1 +90.120 140Hf6• aW.100 .9w-120 (XI r9W.100 49W-tm 7"IV .9W.lw +BW-1m 92H16' +8W-100 .0-120 108' tO6Y16' .9W-100 .9W-120 11EY18' +9W-100 .BW-1m 12BJH6• .9W.100 +9W-tm fA0G:16' a90-100 .90'd20 60-51G +9w.100 .9w4m 765flr ♦9w-1o0 .901.1m 024,116• .W-100 .9w-tm 12w 101a116• .904w •m-Im 1f64116• +9w•100 .9W-lm 12 1FJ• +9W-100 +9W-1m 1Y` 10 +w-loo ronH OR nVIHTVIMEnllunu SHOWN IO Ine ETA nvNlNM1t WIDTH OR HEIGHT DIMENSION SHOWN 0.NTHETABLE ENTRY DOOR NOTES: 1. SEESHEET]FOREGRESS&DLOFORMULAS. 2. SEESHEET3 FORADDITONALDESIGNPRESSURELIMRSB MONGUuS E. STOREFRONT WINDOW NOTES: 1. SEE SEPARATE APPROVAL FOR STOREFRONTWINDOW SPECIFICATIONS, 2. IF A SERIES OF STOREFRONT WINDOWS ARE USED. USE ONLY 1 WINDOW DIRECTLY ADJACENT TO THE DOOR IN DETERMINING THE DOOR. WWDOW FRAME WIDTH. 3. IF STOREFRONT WINDOWS ARE USED ON BOTH SIDES OF ADDOR(EX. OXOL DETERMINE THE DOOR+ WINDOW FRAIAE WIDTH USING THE WIDER WINDOW. J. THE LESSER DESIGN PRESSURE OF THE DOOR OR u^TOREFRONTWWDOW SHALL GOVERN THE DESIGN PRESSURE FOR THE ENTIRE ASSEMBLY. S. SEESHEETCFORINSTALLATIONTOIWEEWALL. ANCHOR REQUIRED ®st-Im MAX. 17-7W L,.. SEE SHEETS 9610 FOR ANCHOR ANCHOR REQUIRED I MI �PATTERN. OUPMRYfl SPACING _ O.C. / -"' ""-- III 4Y MAX / li TRANSOM p I HEIGHT 11 6'MAX. O.C. SEE TABLE 7, II I THIS SHEET FOR II I 1- REINFORCEMENT II I TYPE flREQUIRCEM USING ®j ' REOUIREESCONG GU59 TYPES CORF L/ III 2w MAX 97-3W I I 1 OVERALL III MAX. HEIGHT SEE MAX JAMB 11FROME CHE N DOOR ANCNORO.G SPACING 2ANDOM EACH END �� DOOR ON TABLES 12fl 13 O O ANO24'MA1l D.C. ii FRAME 7 III HEIGHT i- II I TIS ul RE ATTACHED II I9. WINDOW. SEESEPARATE SEPA APPROVAL FOR SEESHEETtTFOR SPECInCATpN S lII I I I II I June ATruETitro� INSTALL I ANCHOR __� J J I✓__ SE_!_J @ 17fff MAXLE THRUANGSEE SHEET E FOR E SHEETS 9610 FOR SRACIOT ANCHOR QUANTITY ANCHORPATTERN, fl O.C. SPACING DUANTITYb SPACING ]S1FY MAX DOOR FRAME WIDTH DOOR. W NDOW FRAME WIDTH TYP. ELEVATION OF DOUBLE DOOR WITH TRANSOM ATTACHED TO STOREFRONT WINDOW SHEET NUMBER--® DETAILLETTER R,.,..m.. 1•L••Y LYNN ,.� apN ......... Mid :Fop * ; No. 56706 FOR MULLION OF, D J ROSOWSKI = 01L{ N uj ENTRANCE DOOR DETAILS - LM 03/05/16 gum: m..n wo+ma xa Ase q7 ONAI I NTS 7 OF 19 MD-3550.2-LM kt4F AL Pe IYte9 a Y � � o 0 0 N � ww � J � J B J N ' o 0 o�y o p � tl m 0 W 0 FORSIZESNOT3MOWN.ROUNNUPTOTHE NE)(TAVAILABLEWIDTH ORHEIGHTDIMENSIONSHOW FOR SIZES NOT SHOWN, ROUND UP TO THE NMIVAILASLE WIDTH ON THE TABLE. OR HEIGHT DIMENSION SHOWM ��QQ •�D ON THE TABLE. •� 0 Z LL O —�I w NIM.O C.,SEE TABLE I FOR MIN. O.C. SPACING ------- 8 2 , m '� "s 0 Z u rs U W qq H ^p Z Z Z SEE TABLES 68 B,THIS SHEEo �aO FOR ANCHOR QUANTITY(NO 1W g LLREQUIRED IF TRAIS USED JDWR WNSOM 0"W DOOR TYP.ANCHOR PATTERN FOR MEADS PYTI IIY LYN q°jY4� N....... N�,, , U AND SILLS OF � ((�% DOUBLE DOORS AT ��ll'S:' 1,10EN8p'•. Q,: P THE MEETING STILES _ *: No.5BT05 = SEE TABLES B a 9, THIS SHEET — FORANCHOROUMFTY I pQ 1ST iE Rl 'qi ONAL Iti11 B•MAB.O.C.,SEETABLE I FORMIN.O.C.SPAPNO ALYNN MILLER, PE. 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IN 1N 1N 1N 1N 1N 1N 1N 121a14- 17061r I4 Ir 56B BiA 1165 100.7 1N 1N 910 1N 1N 115.0 1N IN 1N 1N 1N 49a4' War Stair 1N 120 1N IN 120 1N 1N 10 1N 1N 1N 1N 120 120 1N 61-ar 11Dar 76a16' 1082 IN 1N 1N 120 1N iN 1N 1N 1N 120 1N 1N 1N 73a14' Mae, 923H6' 90.2 1N 1N 1N 1N 1N 1N 120 IN 1N IN 1N iN IN B4' 853'4' 114ar 104y16' 71.3 1IS.B 1N 120 1N 1N 1N 120 IN 1N 1N 1N 1N 1N 97al4' 148Yr 1183'Ir 67.8 f014 1N I16.B 1" 1N 111A 1N 1N 1N 1N 1N 1N 1N 1D93V' 158ar 128a'Ir W.1 W2 1N t03.B 1N 1N 89.0 1N IN 11&8 1N in 1N 1N 121J4' 170ar 140a'1r 54.1 812 1082 91.5 1N IN 69.1 1N IN 106.7 120 1N d120 120 IN 40Z4' 86Nr 66afr 120 120 1N 120 120 IN 1N 1N 1N iN 120 1N 1N 1N stall' 110516 76511r 101.0 120 1" 120 120 1N 120 120 1N 120 120 1" 1N 1N Maw 92allr 84.2 1N 1N IN 120 1N tN 120 1N 1N 120 1N 1N IN Sr 134a1r 104afr 721 108.2 1N 1N 1N 1N 11&s 120 IN 1N 1N 1N 1N 12D 14631r 1163Nr 611 94,7 IN 109.0 1N 1N ImA 120 1N 120 1N 1N IN 1N 15Bar IN lr Sat N2 1122 ME 120 1N 924 1N 1N 110.7 1N 1N 116.9 IN 1N ' 170ar I4 a1r W.6 76.7 101.0 07.2 in 1N 832 1N 1N B&6 1N 10 105.2 1N 1N Smr stair 116.2 1N 1N 1N 1N IN 1N IN IN IN 120 1N 120 1N IN 14��Smr 11Gar Nair B30 120 1N 1N /N 1N 1N 1N ON 1N 1N IN 120 120 1N 122ar 92a1tr 17.5 118.2 1N IN 1N 1N iN 120 IN 1N 120 tN in 120 1N 97a14- 134ar 106atr 6&4 99.6 IN 114.7 IN IN 109.4 120 IN 1N IN 1N 12D IN IN 14MW 11Baltr Sal 8T2 1162 1W.4 IN IN 95.8 1N iN 114.7 1N IN 120 1N 1N In71r 12La2• 51.7 77.5 103.3 89.2 IN IN at 1N 1N 101.9 1N 1N 107.6 1N IN ' "Bar 140atr US 69.7 93.0 W3 1N 1N 7&6 1169 1N 91.7 1N 1N no IN IN 493v (III Nair 105.2 1N 1N 1N IN 1N 1N 1N IN 1N IN 1N 1N 120 IN 6144- 11tar 76a18• 84.2 1N 1N IN 120 120 1N 1N IN 1N 1N IN 1N 1N 1N 73al4' Inar 92altr 70.1 1062 IN 1N 1N 1N 115.6 1N 12D 1N 120 12D 1N 1N 1N low 65a4- 134ar 104a11r Gal 902 1N 103a 1N 1N no 120 IN 118.6 1N 1N 1N 1N 1N 9741M• 148&r 1164117 626 1 78.0 105.2 BOB 120 1N B&T IN 1N Islas iN iN 109.6 1N IN 109a,P 158ar INa(1r 4&6 70.1 90.5 W.6 120 1N 77.0 1156 1N 922 IN 1" 07.4 1N IN 121a14- INar 140a16` 421 Ul 64.2 727 109.0 1N 6&3 IO D 1N no 1N 1N 87.6 1N 1N 48a'4' 66ar GDalr 9A7 1N 1N 1N 1N 1N 1N 12D 1N IN 1N 1N 1N 1N 1N 6144- 110ar Nair 767 113.6 1N I 1N I IN 14 1N 120 IN 10 1N IN 120 1N 1N 73a14- 1224Dr 92altr SIT 94.7 IN I0 a 120 IN 1NG 120 IN 120 IN IN IN IN IN UT 85al4- I3 104 117 54.1 812 LOU 915 120 iN 89.1 IN 1N 106.7 120 1N 112.7 IN 1N Val4' 146Sr 116al1r 47.3 71.0 84] 81.B 120 iN 7&0 117.0 1N 93.4 12D 1N 98.6 1N 1N 105-1ltr 1537/r 121117 421 63.1 84.2 727 1010 1N 69.3 INN 1N 630 120 120 US 120 iN 117-air 1657lr 1359P 37.9 58.8 76.7 65.4 WI 1N 624 93.6 1N 74.7 1121 1N 7fl9 11&7 1N VP TO THE NEXT AVAILABLE WIDTH WETABLE. 4' MAX. O.C.. SEE TABLE I FOR MW.O.C. SPACING F.- 4I2 MAX O.C.®CENTERLINE 4 I -1-- I r- WINDOW / 1 / I / ANCHOR PATTEANIF / � IOIANCHDRS ARE 1 / REOVIREDPER TABLE I 10lTHI&$HEETI DOOR II I 4-lrz•MAxD.c. ®CENTERLINE 4•MAx O.0 C. STABLE 1 FOR MIN. CC. PACING r 4• MAX O.OC., SEE TABLE I FOR MIN. .C. SPACING II-�i• �-.- 4-12• MAX O.C. 0 CENTERLINE WINDOW 1 / I / ANCHORPATTERNIF / IWANCHORSARE ftEOVIREO PER TABLE 10 (THIS SHEETI DOOR I II H-y dIi MAX O.C.@CENTERLINE ��III Ilr�' PMAx O.C.,SEETABLE 1 FOR MIN. O.C. SPACING 4' MAX O.C.. SEETABLE 1 FOR MIN. O.C. SPACING &In'MAx O.C.®CENTERLINE 1 1 WINDOW I A IF ATTERN 8 ANC)I I IIRCHORS ME REOVIREO PER LE I IORH15 SHEETI DOOR I II �- 4-la-MAX O.C.®CENTERLINE 4-MAi.O.C.,SEETABLE 1 FOR MIN. O.C. SPACING W W N 7 U J N J J N Q N W b � m Q [DOD W 0 U `-- Z LL W H Z Z O K O W � tO O ca y Mullion Anchor CkWer Max Deslgn Plessule at HeaG/Sil,(IA psg SW T*b wt72' Door• Wn44m Fnm0 WM1h Gmup•A"A W Gnup'e'A W, Gr4up•C•Archpr I Gmlq'WWWr Gmup-0 I,or Frame HegN Sftl,Ooor wlwo bamom: DcI Door wi1Ma1 Tnhxt DXIbWDor wilh 7Tanlom: 4 Archoro 8 Arnhae e Mc1mn 4 J. 6 Ar<hcn 8 Anchors 4 Anctvrn 6 AnchOn 8 Axhon 4 Amtwn 0 Archon 0 Mchoro 4 Arclwn 6 Anchoro 8 AncMn 09314' 065'0' &D-VIV IM3 IN In 117.3 120 1" 120 120 120 120 tm in120 120 120 614VV 1f050• 76Y16' 93.S IN 120 He 1t0 120 120 120 120 120 120 120 1G7 120 120 7 4' 1u2 r 923116• T82 117.3 120 7&2 117.3 +20 106.8 120 120 IN IN IN 1P11 120 +20 77 WVV 13451W 104VIV 67.0 1015 120 670 100.5 120 91.7 120 120 11118 IN 120 1A 120 to 97dr 148Y8• 11"Ir 56.8 88.0 117.3 0.6 no t17.3 eat 120 120 I= IA 120 1ID 120 120 ID9374' 158510' 128 lr 521 78.2 104.3 521 7&2 104.3 71.3 10.9 IN 90.9 IN 120 120 120 7M 1213n' 170516• 14"IV 46.9 7&4 918 46.9 70.4 93.6 64.2 BB.2 120 81.8 IN 120 120 i20 +27 49Nr 88YB' 6051ir 1W9 120 12D 108.9 120 120 1N 120 120 IN 120 in IN 120 in 613/Y 11"r 7644V 67.1 r 120 1M ay, IN 120 1192 120 IN 120 120 IN IN IN 120 731fC 122-VV 92J116' MS 100.9 120 72.6 108.9 In 992 120 120 In in IN 120 r 120 f20 84• BS4Uv 134Y0• 1043116• B2.2 9]A 120 61-2 934 1M WI 220 120 10&6 In In IN In 120 974VC I8 w 1163116• 64.5 81.7 Ina %5 81.7 108.9 74.5 111.7 120 91.9 120 120 120 120 120 1093/Y IWwr 1283116• 48.4 726 %8 48.4 726 96.0 66.2 99.3 1M 84A 120 120 I.120 120 121.3N• 17698• 14"IV 43.6 65.3 87.1 43.6 65.3 87.1 69.8 09A 119.2 75.9 113.9 120 1+27 120 120 4MC n&8• 6016• 101.7 120 120 101.1 120 120 120 120 1" 120 IN 220 120 10 120 GIZ4' 1IDYB' T&Yt5 811 120 120 81.3 FM 120 111.2 220 FM IM 120 220 120 1Y0 120 73Y4 122-9a' 92dlw W.8 101.7 I20 67.8 101.7 420 92] 1111 120 flat 120 120 120 120 120 90' 8"C 134Y0• 10 16- 58.1 87.1 116.2 WI 87.1 11&2 7&4 119.2 120 101.2 110 12D 120 IN 120 97JM 14&YB• 1160116• 50.8 M2 101.7 50.8 7&2 101.7 69.5 IN.3 120 me in 14 in 120 IN I0 r 158Y8• 1283116• 452 67.8 90.4 452 1 0.8 1 WA 61.8F120-f2_0 120 76.7 110.1 IN 1f&9 In IN 121411P 170.YB' 1103118' IO.T 61.0 81A 40.i 81.0 efA 65.811.2 10.9 ID8.3 +20 1M3 IN IN 461'P 88S6' 6DWIT 93.6 IN IN 93.6 120 120 in20 1rd 1m 120 120 120 120 Btal4' 110t28' 76Y15 74.9 1123 l20 74.9 1123 to 102420 to 120 120 120 12a 1Z1 T 4• 1225'8- 92 lv 62A 916 120 624 B18 IM 85.]120 f0&B 120 120 120 120 fp 97Se BSSY 134Y8- 104516' 0.5 W2 107.0 0.5 M2 107.0 nJ 120 93.2 IN +20 120 120 120 973/4' 146d'8' 1163I18' 40.8 T0.2 .6 46.8 7&2 0.6 64.0+20 a1.6 w 120 tot t20 1G7 10i11117 IW18' 121112 41.6 M4 all 41.6 M4 032 56.9na 72.5 10BR 120 107.6 t20 120 1218V 170518' 1403118• 37.4 %2 74.9 37A M2 74.9 51.2024 M.] 9T.9 12U 96.S 12D IN 483/4' 8858' fi04916' 84.] 120 120 04.7 120 120 115.920 120 120 120 tp 120 120 613IP +10Y8' ]bY16' 87.8 /01.7 120 61.8 101.7 120 82]20 11071 120 120 1p 120 120 71Y4- 122518• 92-Yt6• W.5 64.7 112.9 %5 84.7 112.9 77.3 115.9 120 0.4 IN 120 IN 120 1 120 109• a5314• i3 e- 1043116' 48.4 72.6 we 48.4 72.6 982 662 99.3 120 B4A 120 120 12) 120 IN 973V• I4 w 116011W Q.4 0.6 "1 421 615 84.7 57.9 86.9 115.9 73.8 110.7 12D TOB.B 110 120 109314• +SBYB' 12MIV 37.6 W6 7113 37.6 M5 75.3 51.5 77.2 103.0 65.8 95A 120 '97.4 IN IN 1215V 170 w 140516' I ".9 I %a 87.0 319 wa 87.a 4&3 69.5 92.7 59.1 68.0 11&1 9.6 120 120 4"4' 8651W "IW 76.2 1 114A IN 76.2 114.4 120 104.3 14 In In 1A 120 IN IN IN 6131Y llO T&Y16' 61.0 1 M.5 I" 61.0 815 120 514 IN 120 IM3 IN In IN 12D 120 73 4- 1R610' 913/16' SQ8 i8.2 101.7 W.8 781 101.7 69.5 10A3 12D 8116 120 In IN IN 120 12V 65Y4' 13458• lOWl16' 418 65A 87.1 43.6 69.3 B/.1 Sae 69.4 119.2 76.9 113.9 IN 112.7 IN IN 9NQV4- 146406• 118518' 3a.1 57.2 76..2 U.1 57.2 762 521 792 104.3 66.4 99.7 In we I" IN 105•f118' 1537/8' 12}Irl 1 na W.a 67.8 33.9 50.8 67.8 46.3 69.6 07 59.1 M6 1I&1 97.8 IN IN 117-1118' I 1657lr 135112' 1 W.5 43.7 61.0 30.5 452 610 41.7 62.6 814 532 1 79.7 1 IM3 1 78.9 1 118.3 120 FOR S12ES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHTOIMENSION BROWN ONTHE TABLE. _ 4•MA(.O.C..SEETASLE 1 FOR lNN.O C.9PALING 4.--- aWMAXO.C.00ENTERMNE f L-L-- L-J-- r- WINDOW I / 1 / I / ANCHOR PATTERN IF / / I4I ANCHORS ME I / REQUIRED PERTABLE I 11 (THIS 6HEET1 DOOR II II I- 4-J-- _T__r__-= aIWMA O.C. ®CENTERLINE 4•MAXO.C..SEETASIF 1 FOR MIN. O.C. SPACING 4• MAX. O.C. SEE TABLE 1 FOR MM. O.C. SPACING �-- a112'MAX.O.C.®CENTERLINE L_J L I --r-T- WINDOW I / I MCXOR PATTERN IF / (B)ANCXORS ARE REQUIRED PER TABLE I 111THISSHEM DOOR II I � f r �--- a1)V MN60.C.®CENTERLINE 4• M,kX. OZ. SEE TABLE 1 FOR MIN, O.C. SPACING 4'MAX. O.C.. SEETIUIE 1 FOR M. O.C. SPACING +� F �- a1ITMAlL O.C.®LENIERl1NE Ii WMOOW MCHOR IF (8)MCH ISIANCHORSARE REQUIRED PERTABLE I 11 fMl6 SHEET) DOOR II II -IH.74 r-i-_-F-I--r- 41G•MAxO.C.®C MUNE 4-AUkx O.C..SEETmLE + FOR MIN. O.C. 9PACIN3 TADLE 12- TABLE 13, B 1� uoi� wsap 'nry u) BEE TABLES 2 61], 0 THIS SHEET m N T 0 fi•A1AX. O.C. J a J N / N II L / Q g BEE TABLES 12813, DOOR C O THIS SHEET N BYp r rn d ® B �o Z L ,r S 6'MAX. @ = Z Z U y� '° t iSA Q JAMB ANCHOR PATTERN FOR BINGLE AND DOUBLE DOORS d� g '� m �a €¢ ji ✓�✓a W�W�W�W�W�W� �s ILLyJ ¢. 0 IN C[v?f 'f W LOW LW Q F In WR11OU1 @y4 y2�- N THE NEXT AVAILABLE WIDTN OflHEIGHT FOEPU11ONHOMOIJ,ROUNDUP TO THE NEMAVNLABLE N10TN OR HEIGHT TRANSOM. TRANSOM BIMILMI 6�t�- elI!1 xcB arpe DIMNSIONHOMON'niETDUPTO DIMENSION SHOWN ONTHETABLE. DIMENSION SHOWN ON TMETABLE. p'( LYNN ?: f a ' O�' IW T F�.; '•• AZORIDP I + N S.S�o .......��G . NAL ` n! a 1111. „ A.L"NMhLMPE. P."Wos Door JatnD Max Anchor O.C. SpaWlg sNm Thicknaea=1!4• O•enll HMphl poarFnms NShch Siva Door )ouWe Door paufl4 Dam wAw WMOW with Trwom Transom Tmmom inalelletl wllh Group'A' Archon NSMINd wiN Oroup'a' Arclmrt InsNVetl MN OrouP•C Mchan Nslallatl wiN Group'C Archon WIeB9tl wild Gnup'E' AlroBms 18 IB' 1d 8' 3Y 60' 161n' 10' 1B' 10' 18' ]Y dB• 1&1n' iB' tatlr 16' 1B' ]0• OY 89' S6 13a1e• 18' 193I18' 10' 10• Ir 90' ed' 11' 18• 11' 161YC 18' bta/r Batn• T2' P]f10' 1611r ar118' 18-1n' 18' rsln• avr laln• acne• 13a1e• 1b• zr da• IT IT IS 1B' 10' as so• - 19• 10' 1e• 1r tr 3fi' TZ' 4r t1aB' 1T 14Y0' 1B' 1r e1• ax ae• fie• IT IT Ilar 16• IV IB• 88' 84' iD441e• tY 12 1B' 18• 5f•tl2' Ba1n' Jr 1PN18' f8' 1DN10' t1aB' 10' Tsvr e• 1daB• Y 14aB• 10' 24' 1e' 18' 18' 1B' 18' 10' 10' iB' 18' 18' 18' 30' ]T IB' 15d1a' 18' 15aC te' 18' BD' OT 84' S8' 19' 18' 13 IT IT IB' B6• B<' 11-118• 18' 11-1IB• 10' 18' 51-11Y Ba1)Y ]Y B.uP 1B' 6311• 153�8' 1B' ]atn' a11/18' 183'0' a14' 153m' IT ?t' IB' IV IT 10` 1B• 18' 90' lip' - it-f!B' 1B' 18` 1g 1B' 9e• rr u' laals• to n-vs IT IV 07a4' 12' &' 68' 12-1//' IT 143I16' 10• 1B' IB' 06' 81' 16911 1B' f2-1I4' 1]-1I8• 18' bf-tn' B}tn' rr a1n' f]-tl0' 1a3/4' 1]-VB• 18' ]s1n• aatB' n-ve• a1n• 14YiB• ta• 24' IB' - 18' 1B' 18' 18' 10' 18' tr 1Y 1B' 10' 3B• ]2' d8' 16' 1r 18' 16 1r teB• IY 0/' 58' 1}11116 it 13i 1116' 18' 10' IB' w• Ba• lo-nne• to tr IV IT slam satyr rr eare• IT lo-nne• 1r le• TS11Y Ba4' iT eb/e' 13.11I1B' 1B• 2r 4B' - IS IT is IT IF 1 10' 1B' 16 18' 36' Tr d0• 15J/16' iB' 1}r116' 1B' 18' 12P IZ' BO' S8' 1}1n' 16 1}in' 1B' 18• Ie• as• sd• lalvtr to Ir le• tr 51.11r early T2' 413116' 1d ta13118' 1arl16' 18' rstrr a• tarns• a13116• tsme• to DOOfJetM Max Anchor O.C. SpaUng SNm 1leeMasa=in' OBnA H°kht OcorFnma Witlih Sugls Dmr DOIPoIO Doar DOWe War wMro wSihoW vAth Transom Tnmom Tnmom NstB040 xiN Gnup'A' Mclron Bren0stl wBh Grnp •B' Archon WbVed xilh Gnup'C Mohme hulaeed with Gmap •O'.. Anchors Nala0etl with Group'E' Archon / d8' 1 1 18' 1 16' 30' fi0' 13a16' 13a18' 18' 18• 18' 96' 72' IB' 11 11' tarn• 18' 1B' ]B• r BI• 58• anlc ame' t3ate• lain• 1B' IB' 88 84' a114• }IM' 11' 161/Y 10• 61.112 Barn' ]T ]-S't' t4J16' aT/16' 1}Y16' 1r ]}itY 85/8' BaB• ar/tr 13a18' 10' Zd' 48 18' 18' 1B' 10' 10' 30 fi0' - 14aB' 11-3'B' 16' 10' 10' 32• n• e• 1r Ir rave• IT IT BI' ar 84' 68' tON1S tOdie' 14ar te' 10• IB' 80' B4' B' B' tY t1aB' 18' 51-tn' Bain' Y B' IF 1a6n6' t1aB' 10' Tst/r BRn6 6A116• e• IF le• 2/' IB' 16• 1B' 1B' 1B' 18' 30' BO` 13818' 163fB' IB' 1B' 18' 3C 7Y. 4B' 11-f/B' 11-1/B' 15318' 18' 1B' BO' I2' &' SB' 8a4' Ba4• 13' 18' 1B• 40' ri' 01' 611/18' atU18' fi-1/8' 1658' 1B' bt-tn' 0}1IZ' rY ]-13116' ]-181/8• tY 18' ]}tn' amB• r-tn1{• w4• fr 1a 2r IB' - tr•1/B• 9-1fB' tr f0• 18' 30' fiM - 141p• 141/4' 16' 10' iB' 38' 12 48' 12a18' 12a18' 1]•1/B' 18• it e]a4• Iz' BI• sB• 16av1e• lo-nne• lave• n-ve• iB' IB• BB' 84' 0-B/I6' 89I16• 12-3116' 17-110• 10• man• Batn• n• ray Tar lo-nne• a-va• IT Tavr Tale• T-ve• atrr 1za1B• it 21' 48' - 1B' 10' 1r 10' tY 3a ep - 19-11116' t}11/IB• 10' 10• tB' 38' 72' IB' lY 1Y 18' 1B' 1B• tOr IY N' S8' 1at1/16' raft/18' 1}11/16' 1Y 10' 48' 88' &' 89IP 8a1' 1Z' 18' 1B' 61-12• a}I/r rr e• a• lo-nne• 13-nne• 1e' rs/n• ave• ave• ears• Iz 10• 24' IB• - 1e• t0• 18' 1B' 10' 3P 80' - 16dItB' tat/IB' 10' 10' IB' 3e' tat/1B• IV 10' 120• 4Y M' S8' 6fY16' a1BnB• 1}in' te• 16' 4B• Bfi' 1r I6TI18' 1B' 31-0/Y ea112' ]S I.11f1e' T-11/t8' tatY18' 1}Ilr 18' rsur rally Tata• a1v1s• Ir IS I EMSEDMENT EDGE DISTANCE TYP,ANCHORTYPE, ESEDNIENTANDEDGE �, DISTANCE PER SUBSTRATE. SEE TABLE 1, SHEET 1 1X OR M WOOD SUCKSTRIP,-----+- SEE NOTE C, SHEET 1 CONCRETEICMU PER ANCHOR REQUIREMENT ' fa -MAX. EMBEDMENT EDGE OISTPNCE Ill DISTANCE PER 11.11 RATE, SEE TABLE 1, SREET 1 CONCRETFiOMU PER ANCHOR REpUIREMENT la -WAX. DETAIL B DETAIL C11 MEERNG STEE5 INTO METAL 1a-MnX - r r -• - 1 ___--__-_- r r OPTIORAL + 1 1 i PANICBM --------------- _rr rI __________....___-__ OPIONPl 86 3 47 Nff LOCK----------- 2 555B LMIIGGLA53 93NAL �— _ TERIO OPDAYUGHT ENINGWIDTH 43 p3 XSM3J ' 31 OPTIONAL 82 �--�MIN.TLONO 21 15 REMBBEDMENT _--- • DOORFRAMEWIOTH V HORIZONTAL SECTION (DOUBLE DOOR1 DETAIL A2 DETAIL C2 IMOtIf W90D IMO MASONRY EMBEDMENT g ------------------ EDGE t EDGE r OPRONAL 1t DISTANCE 52 .+ 88 89 PANIOBAR + + ___.___..______________ 12 TYP. ANCHOR TYPE. —'------ j 43 EMBEOMENTANDEDGE 45 q3 I OPTIONAL 21 ; SEETABL PER SUBSTRATE. /�+/ OP➢ONQ SEETABLEI SHEETt LPMI10 GLA55 DAYLIGHT �\ OPENINOWIDTH DOORFRAMENADTH — HORIZONTAL SECTION (SINGLE DOOR) J. • : . ANCHORCONCRETEM PER R REQUIREMENT XTE io, ANCHORIOR EDGE DISTANCE ----1 TYP.ANCHORTYPE, EMBEDMENTAND FRAMING OR STEEL STUD. MyBE VERTICAL OR HOR120MAL. SEE SUBSTRATE PROPERTIES, TABLE 1. SHEET t NOTES: — — '* .• N0.58705 t *] CGIwNDOW9 AND OC(AS,NC lD1oE Nw PSTNsiREET 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS. FOLLOW EMSEDMENT, EDGE DISTANCE AND SUBSTRATE � ��= M I.0�1]� Cex[nptlon: �•"Gv REQUIREMENTS PER TABLE I, SHEET 1. MAY INSTALLATION OPTION SHOWNPMY69 USED. ALLANCHDR HEAD TYPESARE ALLOWED. .Qj� rn lF r I'vj6Bi8F'� PREPAREDBY:ALYNNMIMER HORIZONTAL X•SECTION JROSOWSKI BUCKSMEOPTIONAL ` �p0�•, TA OTECMIOLCGY DRNE "�°,1IJ0n' Tlle: Pole: 2. ALL WOOD BUCKS LESS THAN I-ta'THIG(METO BE CONSIOEREDI%INSTAIATIONS.t%WOOD �••.,!TORLOP. G,?� �A1'ASS�ONAl. STOREFRONT ENTRANCE DOOR DETAILS -LM OS/05/16 DIRECTLYTO SUBSTRATE.MOD YBEIKS SPROPERLYTRANSFTRLOADSARE E�13`\ COPYRGHTQ"1T (TALLEDMEN AUNIT ND2 SITRATGNED TO TO 6TRUCTIIRE. W000 DUCK 411 LGIWWDOWSaDW65 SeruyNoaeo Goarc: Sneec pro.:g Ne. Pe' DESIGN AND INSTALLATION IS THE RESPONSIEILITYOPTNE ENGINEER OR ARCHITECT OF RECORD. 11IIII,,11L A ttl�Itw0.ER P.E. NLRIGHTSRESERVED 5E-3550 NTS 120E 19 M03550.2-LM PR.P59]p5 CENT OF WH. MM CONCRETEICMU PERANCHOR DETAIL D1 THRU IX WOOD DETAIL D2 IMO W000 DETAIL D3 INTO MASONRY DADEAPPROVEDMULUONFBC DETAIL D4 INTO METAL REQUIREMENT INTOMASONRY COMPLIANTALUMINUMSTEELFRAMING EDGE 2XWCODBUCKSTRIP 1XWOODBUCXSTRIP.SEEDISTANCE ONCH0RFRAMING SEE _ NOTE 2. TNIB SHEET. ANCHOR NOTE 3, EDGE TANCE DIW[—E CONCRETEX;MU PER ANCHOR REOUIREMENT EDGE OR STEEL STUD. MAY BE VERTICAL OR —�j DISTANCE r PROPERTIES. TABLE I,BSNEETTM I 1 EDGE DISTANCE ' � • • .EMBEDMENT/ EMBEDMENT MENT 1MAXMAkMNR, EMBEDMENT MPX.TYP. ANCHOR TYPE.CRTYPE, TYP.ANCHORTYM.TYP.ANCHORTYPE, EMBEDMENTAND EMBEDMENT AND n 717 LL LSUBST �� .-. EMBEDMENTANOTAND EDGE"GS DISTANCE PERANCE 13 TABLET, BHEETiEET, PER BE SUBS]E ( j R -EDGE OISTANCEPER EXTERIOR TABLE SSu TEE GJ a EDGEDISTANCEMAt TE TABLE IM, SNEETI EXTERIOR a DOOR DAYLIGHT OPENING HEIGHT RAIL AR STANDARD)SHOWN) SHOWN) 1 VERTICAL SECTION DOOR DETAIL E1 INTO MASONRY REFER TO SHEETS 1S 51B 52 EXTERIOR a NOTES: 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT. EDGE DISTANCE AND SUBSTRATE RECUREMENTS PER TABLE 1. SHEET 1. ANY INSTALLATION OPTION SHOWN MAY BE USED. ALL ANCHOR HEAD TYPES ARE ALLOWED. 2. ALL WOOD BUCKS LESS THAN I -in' THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL, UNIT MAY BE INSTALLEDDIRECTLYTOSUBSTRATE. WOODBUCKSDEPICTEDAS9t ARE I-1R'THIOK OR GREATER. IX AND 7X BUCKS (WKEN USED)SRAU. BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD RUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE "SINGER OR ARCHITECT OF RECORD. 'SEE SHEET 17 FOR REQUIRED ATTACHMENT OF THRESHOLD MOLE Water -United (+) DP Nominal SI8 P.d M...(-)DP Umltabon HslBhl a AIlosed 114' Not Reled Owmam always reg..d. (SNdle 15 br Wow, Nol awileNa brSWym Dooreiiaa ow13B-112' x BJ.T1• or WNMe TMshoM) Itillmilon Ooord:se owr7S1/1• a BJaIX'. 1/2 14 B 18 .20 psl WxlerAmiled la • povitiw Nmg. (ADA ThmshNd) Pressure of+2A0 psfbr St Door s1n. owr 38.1/7 A 034-s1 I-t)r 14&17 .50 psf Doubts Coorahva ow178.11r x 97414'. w 14 618 +80 Pef 1) IF WATER INFIL7RATION RESISTANCEIS REOUIRED,TARIF14 MUST BE USED TO DETERMINE THE WATER LIMITED 2) IF WATER INFILTRATION RESISTANCE 15 NOT REDUIREDORAN OVERHANG IS AS PER FIG I, ANY THRESHOLD MAY BEUSED, FIG 1: OH LENGTH OOCRASSEMBUES INSTALLED WHERE THE OVERHANG(ON) LENGTH IS EQUALTO OR Z GREATER THAN THE OVERHAND HEIGHT IS O EXEMPTEDFROMWATER INFILTRATION RESISTANCE. 5ETAILE2 P. ANCHOR TYPE, EMBEDMENT I. 2B3' .Dm zB r j TYP ANCHORTYPE WTO WOOD ANDEDGEDISTANCEPER EMBEDMEM AND SUBSTMTE, sEE TABLE 1,SHEET 1 .OBT —EDGEDISTANCEPER .083' TABLE 1.. SHEET1 18 816.1# 7ALSO APPLY 2.238' +j 2535' —y I� 2.03Y FOR DESIGN PRESSURE 3-THRESHOLD 1-1¢•THRESHOLD AOATHRERNDLD 11r MAX.SHIMOR5KS1 - '- CONSTRAINTSONPARTSI5.18. 18 COVER 17 COVER 18 COVER NON -SHRINK, II SEETASLETA.THISSHEET. (3'TOTALSILLHEIGHT) (I.1w TOTAL SILL HEIGHT) (M-TOTAL SILL HEIGHT) NON-METALLIC GROUT. II 1,1 /!!/ xee•.a by wa: Reva:on- FUULLENGTH 13 / DLE 45 11 3'-TOTAL .•` Y LYNN '/./ Commercial BILL HEIGHT •AmNIx91IM PmOUN R[nmC By. Dole: Redalon; ESHOLO —T,II Cm.0KNIMAND DOORS.WC. dEIGHT 14• Q'• ND. S5705 'ti/L Iotoo NNSSMSTREET ..^ MIAML RdIiTx CesnVlbn: (30d)pB3a5B0 s/rorrn n' X SECTION J ROSOWSKI '• � •s EMBED- 1 .. .. � MENT CONCRETEICMU PER EDGE 2XWOODBUCKSTRiP ANCHOR REQUIREMENT DISTANCE SEEANCHORN( EDGE DISTANCE )NT ENTRANCE DOOR DETAILS - LM 03/05/16 smn: sna.0 ae«rep Ne. Raw TUTS 13 OF 19 MD-3550.2-LM VP. ANCHOR TYPE. EMBEDMENT CONCRETFa ANCHORRE AND EDGE DISTANCE.— SUBSTRUfE.SEETABLE t, SHEETt EDGE DETAIL F� INTOA1450NRY I— DISTANCE EXTERIOR TRANSOM HEIGHT OVERALL HEIGHT DOOR FRAME HEIGHT ate" PER EMBEDMENT VERTICAL SECTION (TRANSOM) THIS DOOR SYSTEM MAYBE USED WNH ANYCOMPATIBLE CGNCOMMERCIAL STOREFRONT WINDOW SYSTEM (Ss -am RMSOM SHOM M EXALIPLE) �\ p REQUIRED FOR AL tt REQUIRED FOR ALL DETAILG DO'PSSCORFGLASS VERTICAL SECTION (DOOR HEAD) Iyf,I1*1T47.1 EDGE DISTANCE' TYP.ANCMORTYPE. EMBEDMENTMDEDGE DISTANCE SE - SEETABlE1,5HEETt . IXORUMODBUCKSTRIP. •• SEENOTE4.SHi CONCRETE/CNtU PER , ANCHORREOUIREMENT--�\ EXTERIOR C, NOTES 1. USE ONLY SUBSTRATE MPROPRIATEANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE ANO SUBSTRATE RE000IEMEMS PERTABLE 1. SHEET+. ANY INSTALLATION OPTION SNOWN MAY BE USED. ALL ANCHOR HEAD TYPES ARE ALLOWED. 2. ALL WOOD BUCKS LESS THAN I-1R• THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ME OPTIONAL. UNIT MAY BE INSTALLEDDIRECTLYTOSUBSTRATE. WOODSUGSDEPICTEDAS2X ARE1.IW ICKORGREATER.IXMDVBUCKS(WHENUSED)SHALL SE DESIGNED TO PROPERLY TRMSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IB THE RESPONSIBILITY OF THE ENGINEER OR MCHITECT OF RECORD. DETAIL H DIETAI.L00 REINFORCIMENTtl11 ORM INTO MASONRY REQUIRED FORALL DOORS NO REINFORCEMENT USING GLASS TYPES CORF REQUIREDINAAMBS 114'NUT6BOLT,2CMAX ATTACHEDTO FROM TOP OF FRAME._ SUBSTRATE REQUIRED FOR TRANSOM HEIGHTS OVER 22-114• 20 tl10X0N•PHSMS.T FROMEACHENO— AND6IIB•MAXO.C. EXTERIOR 11 B �^ COMPATIBLE CERCIAL -tlp•MAX d STOREFRONTfRONT WINDOW HORIZONTAL SECTION (TRANSOM JAMB) IN' NUT 6 BOLT. 2C ---j +1 M FROMEACH ENDAND24•MMO.C. DETAIL J 1 y I I TRANSOMWIDTH ATTALHED STOREFRONT It I, WINDOW, SEESEPMXTE }. MPROVAL FOR BPECIFlGTONS 'SL > HORIZONTAL SECTION (DOOR TO STOREFRONT WINDOW) * NoNo.58]�05 J DETAIL I TRANSOMTO STOREFRDNTWIN— TOREFRON it WINDOW, I e SEESEPARATE I p APPROVALfOR e n SPECIFICATIONS / II n � I `CI E I Ir __________------------- i I HORIZONTAL SECTION (TRANSOM TO STOREFRONT WINDOW) �I )gyp• I.� +j t.11 V j�— I r 4.511• 4.fiBD• .t25` — .18T 1 ]III 11 ALUMINUM (...,1 HO ALUMINUM REINFORCEMENT REINFORCEMENT X-SECTION I J ROSOWSKI Owls: NT ENTRANCE DOOR DETAILS - LM 03105116 koa: Sro<I: penny xo, Rev i NTS 1 4 OF 19 1 MD-3550.2-LM 1 aGtASSSTAM I14'NEAT- � GLASSSTACK 1N'ANNEALEO STRENGTHENED CUSS TII I GLASS T\ i ...... GIIIMNF �N(1T.MLITPIDVI .0e0'SG 1C'/4AANNEALED iN61IT 3501NENED n 11/16'GLA55��/J `� B40 EXTERIOR � GLASS TYPE A GLASS TYPE B T LA14i11i I.G. B/iGLASS RATED GLASS STACK BI16'lAA1WAlED GLASS STACK 1/4-HEAT. GLASS STACK UVANNEALED ��� '''II1�}}��� �T^ STRENGTMELASNEGS\ GLASS �Vi-l�T ' .I.. F..a�=. �r� 1I- rlf IY711VAIRSPACE 1!4•HFAT- •I SITE V l SITE - II 40 at 39 EXTERIOR EXTERIOR a 17, GLASS TYPE C aGLASS TYPE D 1�r 13M69.0. 1.116'1.0. 811E lPlAl/ H�T�MGS I`TIT�T� GLASS STACK 911� LAMIINATr]J �I `` GLAS35TACK STRENGI 711/4'IEMPAEAED STRENO G3 ]/11/4'1E61P�ERED STI POLYISO WITHC INT. STRUCTURAL S LICONE FOAM 3116'NDM. WITH DESICCANT 1-EXT.GLASS —EM.GLASS as K6DISPACE@ 4SG TPS 37 SUPER SPACERS NXT" nemr�ncFmFnl NT FILL AREA POLYISVEXT.GLASS SUTYLE511W NOR SN6'NOM. SEGO & RICONESEAL DESICCANT ROLL-FORMEFOAM STAINLESS STEINT. GLASSINT. GLASS EM. GLASS ODURASEAL® SPACER OXL EDGE- SPACER EMEWOR EXTERIOR GLASS TYPE E GLASS TYPE F NOTES. 1. GLA7INOFOR ALLGLASS TYPES RESTS ASTME13MFORALLAPPROVE0DOOR PANELANDTRANSOM SIZES. 9VB'-.09T TROSIFOLOPVB INTERLAYER SYKURARAYAMERICA INC. sc..09P SENTRYGL urtERLAYER BY KMARAY M RICA, INC. a.• --';CP-� N0. 68706 } - 417- 0 '• '� 4(/� �`'•. AYDRIOP;: _`� 'YISS�pN.....0 ` 1111...... 0I ALYNNMfl1EILPm P.. S9169 %NONIssOIOA Pm0u4t4 Kewsm 9y. Wle: Pnmon: CG1MIXAl9AND6 INC. M'IRSTNarREET "• "1 PPEPA Dnr.P:: GLAZING DETAILS ev: J ROSOWSKI I))Stkl.YNNIJUER 10MTECIPILimDYOPIVE RVENICE. R31�E IW11 line: STOREFRONT ENTRANCE DOOR DETAILS -LM Dale: 03/05/16 RXallomv IXIIYlR100N64DCMb ALLIUGHTS AESERVm Saviel/uo4N: Sma: SE-3550 NTS sneer. 15 OF 19 O:o.+q Na. MD-3550.2-LM Re.: RT.O MRn.I Pad Dmw11gR Desellpli m MaWkI I M M Pad Top Rat 6 TINun 2 I9591A Pe.^IBmlan Rti B wmtIT 2 IN= Pad stile, nadAbe 666}Tumu 4 1052M Pad Stim,%IIVAI m t 80&1m Nan 5 INN RNU<lsrel 6aB}MMM 6 IISM FW Sey Cate a8}m Hum i I9519 LeIJIIftw tws. N6}maYn B IX% Oo,IJmm'ftsee Heaa a lfllx n 0 IB•Ai Tlaman Bt9 IXW.78 an 10 IYS® W Iml %61111A II Iw,o OeaJSM RatOa[mvl W63.711 M 12 IKH D Ntpf ®1m Nm 13 16612 D SWBa IiY}mamm 14 IM13 BVKlell JIM 603}m M. 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VSIIsntl 42 lM2 I APUNiu WeneeKT BI FIa1I2XWIlSM nta }VYIW wNn^ ,AcsmkM Siam a 2t010NP5MY. n0. Y1'IT Px mK VmeSYp Slam am w 761O6PM 33m'PR FM ID(serts 11m6daAe,3e SWIM am Mal a VI'al-1?PR FN 1FXSmv, 4tq Sllesd65l Stam am a '&x:f116R In7�OLT YI6'-16e i'CaXge Bap So-anvw 51IItm0t. an, SO 1IIWS b18'-IBHea NY,SM+Nzt S`W. am a I0525 Hva4,i.1"Rn StamaW a 10591 Hpaeecthq Rae 6Nun a n2I1e IR•PR FH a.. xrgVBsup Pbta SlatM m 14 105T0 a8'PRPH Wa�aSD SMW 3lewne SlM im 26 0851 T.V. lltmfME Anak, Se Sa1N' n Ym}m A4m 76 IM Btgs4xp NOTES: 1. PA 42&48-60ARE NOTYSEDANOARE NDTPARTOFTHIS"PROM 2. FOR PART56}T3, SF IMiWAREBONONSHEUI& 3. ADDMCMN E)ITRIJV NM SHEET13(016-018)&SHEEP I4(Oil &023J �- 5.)M' -� r 6874. 4.626- .,25' '1 ,..25 I+ T .125' I.M. 1.666' .120' 1886' .145'� �'.75V =1.7- �55- 1 L� L AM r T 050' OPANEL Aff J 2 ANEL .12V J OPANEL STILE, OHPANE STILE, OU-CHANNEL TOP RAIL O BOTTOM RAIL HINGE �•< lAip �- 4968' } 330Y 1 .file• 2S ,1SP 36' J VW .ar �.250' .36P -^� 1 1 TRANSOMFIAT DOOR OBACKERPIATE O SNAPCOVER O FRAME HEAD O BASE 10 HEAD 2060' ,.30,• Imo- I� ,.,,,. L�- 2.7 �-i 4.160- 070 1.121. .OSO• �-� � � � � C- .0&Y �-� .O6J' .228• J T4y, 222111 .wfi. OOCIR R BUMPER 12 STOP COVER aSTOPOBASE l4 TH ESHOI-O --{st4•� LAB gqu�n�I� v,zt• ll II 1.OI0' 44• dl DOOR TRANSOM 22 SEAD.9/16• 24 BEAD.1-1/4• r Oa' I.61S 1.)5P PANEL STILE, 25 LOCKING/ACTIVE 69P 876' .L OWINDOW O DOOR NARROW FRAME STOP BASE i31W OLAM! BEAD 64• 3.1'i'--j No.587DS 16 NG LEG, 7HRESHHOTRANSOM GL OLD O lYkD, WIT 27 �IGBEI% �- 3S9r s 1 ,AW6tr ,.a asa• a�j .ss• 26RROW TRANSOM SHEARSLOCK ) DptP) DSTOR AOP COVER 28GLAONOADAPTER 1.1w ,15Y 1 i . 4SBr 1 '(-s- SAa• LtIVS 1A53'� 13W �s{�- � � 1.fiB8' r ' y, ASTRAGAL OHORIER O TRANSOMADAPTER 19 19'OM I BOM & EXTRUSIONS I J ROSOWSKI I ENTRANCE DOOR DETAILS - LMI 03/05/16 6[Ok: SnuA: Dwrvq Na. Rm NTS 16 OF 19 MD-3550.2-LM c FRAME DETAILS, @ TRANSOM DOORSILL FRAME DETAILS, @ DOOR rxsxia- THRESHOLD ANGLE (1.3 WIDE) * NNG. 58705 LOP OF DOOR DOOR SLAB DETAILS BOMM OF DOOR m y �-' HINGE LEAF, D 2W TH= O o O o •83IC 6 ¢I � � L 0 0 0 0 — r REOENTSERIES4 l BUR 6] HINGE' EACH END MOM EEND AND MM. 26- O.C.; 0.13<' THICK pt FOR CL ". GL S, BEADING&THEANCHOR PLATE ARE NOT SHONM. :ALWwwHm CORNER DETAILS J ROSOWSKI � ,`��FREAAREDp : 1o7o TEGWO.00YDRIVG xn� STOREFRONT ENTRANCE DOOR DETAILS - LM u,,.: 03lD5116 NG�.�� re�1 .aa,eoo COI WINHMN Sn:mS Rab: Snnl: Mar:np Nu Aer: P.E. RE, A 5NE5ERVED E ED E- SE-3550 NTS 17 OF 19 MD-3550.2-LM K].6 CE0.T.OFA TN. LOCK OPTION #1 (MAX. OP OF e90.04f"a) SO FORALLSIASS: 2-POINT PAMC BAR. ALL SLABS REGENTSERIES6270 OPT. KEY OPERATED ON EXT. OPT. KEYMUMS.TURN ON INT. ALL SLABS ACTIVE ii GTOP LATCH FORPLLSIP�S d6'PULLNW3 UTpl m PUSH 1B SOTTOM LATCH FOR ALL SLABS: 11116'THROW 60LTLATCH Pan a Lack opBona Hardware Descnpaon 60 t Pmie flat Hdmmam K6, Room' STTO 61A TM Utch Kd W ASO alp Botlom Latch Kd WOW 62 03A 2 Pank Bar Hat aM Kd, Von Oupa 331T To, Latch U Hr 082 63B eoapm latch Kn br 062 61 86 3 3~1 Lock Hemxom Kd. Repeat 2052 2,P.1 Loed"niU*m Kp, RepeN MLWT fi6A Top fetch Ild btlB15 068e fldbm latch K6 brtlM n 69 LOCK OPTION #2 (INLOPOF•00.01-120.0) LOCK FORA SLABS: 2-POINTPANIC BAR. ALLSIABS VON DUPRIN SERIES 3V7 OPT. KEY OPERATED ON E . OPT. KEYRHUM&TURN ON INT. ALL SLABS ACTIVE I ®TOP LATCH FOR ALL SLABS SIfi'PnIOT IA— TCH � ®SOFT OM LATCH FOR ALL SLABS: FOR ALL SUBS: SR'PA' LATCH LOCK OPTION #3 (RESIDENTIAL) (MAX. OP OF - W.OA 12p.0) OLOCKFORACTIVESLPB: SS LOCNFOR NON -ACTIVE SLAB) SPOINTLOCKSYSTEM 2-POINT LOCK SYSTEM REGENT SERIES 206.2.3P REGENT SERIES ML207-TT-2PT LEVER WITH KEY ON EXT. INTJEXT. LEVER LEVER WITH THUA1&TURN ON 6YT. 19 1OP UTCH FORALLSLABS: 6m-THNOW BOLT LATCH STYLE MY OIFFERFROM SHOWN ®BOTTOM LATOH FCRALL SLABS: 11116'THROW SOLTLATCH A ISTOREFRONT ENTRANCE DOOR DETAILS - LMI 03/05/16 1 18 OF 19 No.58705 LOCK OPTION #4 (COMMERCIAL) LOCK OPTION #5 (HD COMMERCIAL) LOCK OPTION #6 (MAK, OF OF •90.01420.a) I j SLABS: (MAADPOF•6D.omma) I (M VPOF•SO.OAIDOA) LOCKFORNON-A DVESLAB& i 7) LOCKFOfl ALLUARS' 67 LOCK FOR A--SIABB_ OLOCK FOR NO&ADTNE SLABS: OLOCK FOR ACTIVE 66 iPO)NT LOCKSYSTEM 2-POINTLOCKSYSTEM I SPOINT LOCK SYSTEM 2-POINT LOCK SYSTEM 2P0INTPANICBAR,ALLSLABS REGENTSEWE52Y22 REGENT SERIES 2P-L j REGENTSERIE52222 REGENTSERIES2PT1. JACKSON SERIES)OOK KEY OPERATED ON EXT. KEY OPERATED ON EXT, I KEY OPERATED ON W. KEY OPERATED ON W. i OPT. KEY OPERATED ON M. THUMB -TURN ON INT. THUMB -TURN ON INT. THUM&TURN ON INT. THUM84URNONINT. OPT. KEYf UMB.IORN ON INT. 0= TOP LATCH FOR ALL SLABS: IM' THROW BOLT LATCH 898 BOTTOM LATCH FOR ALL SLABS: V2'THROW BOLTLATCH Part # Lack OptanIl Haid"m Desaripilon 67 68 BSA no aT 9PoYN LOU, HomMide Ka, RepeM 22Y2 21PomI Lxk Muloare KII. Repent 2PTL Ut.h K6kra67660 Bmam Lun KA wa6T 56B 61 66 70A 6 B mi Lack Hal idm Kp, RepeM 22M 2PoFl Lock IMMwere Na, Repot 2PTL Top LAtca KII kr 07 6 BB, wall BaIt Guide Block ?m Sm. LetcN Kit W 067 a 66, dh BNI Oui6e Black 71 6 lNuoroudin Panic Be"...rp Ka, Jackson 7TA 728 Tap Latta Kit WWI add Jackson BM Guido Slock Sollmn Loch No kKtl7l waa Jackson 80 Guido Bloch 73 841 ReakmeinoN Plvo, W ALL AC=E11VE STYLE MAY DIFFER FROM mom 0® BOTTOM LATCH FORALL SLABS: BOLT GUIDE BLOCK lvI6'THROW8OLTLATCH 0 0 0 ISTOP LATCH F00. ALL SLABS: JACKSON BOLT GUIDE BLOCK IVTHROWBOLTLATCB OBOTTOM LATCH FOR ALL SLABS: JACKSON BOLT GUIDE BLOCK LR'THROW BOLTLATCH 0 0 73 I HARDWARE B I J ROSOWSKI I ISTOREFRONT ENTRANCE DOOR DETAILS - LMI 03/05/16 1 NTS 1 19 OF 19 ` 01%'I LYN) 4t",,, ; CENS C %�0,�•.• /ST TE�F''fV DESIGN CRITERIA FLORIDA BUILDING CODE, bth EDITION (2011) ROOF LOADS DEAD........................................................................................WA LIVE............................................................................................WA DE516N CRITERIA PER A5GE 1-10 ULTIMATE WIND SPEED REGION, V(ult)......................110 NOMINAL WIND SPEED REGION, V(asd)....................132 WIND BORNE DEBRIS REGION ENCLOSED 5TRU6TURE BUILDING HEIGHT < 20 FT ROOF PITCH WA R15K CATEGORY II INTERNAL PRE55URE GOEFF. t 0.16 EXP09M D HEIGHT t EXPOSURE GOEFF. 155 NOMINAL COMPONENT & CLADDING PRESSURES PS (ASDI ZONE EFFECTIVE AREA (50. FT) 000 11<20 21<50 5 <100 I WA 2 3 4 +4q -53 +46 -51 +43 -4& +41 -45 5 Aq -b5 +46 -bl +43 -5b +41 -51 4 WA 5 END ZONE 5 15 WITHIN A DISTANCE OF (a) = b FT FROM SCOPE OF WORK I. SCOPE OF WORK 15 LIMITED TO THE REMOVAL it REP CEMENT OF (2) 3'-0" x 6'-8" EGRESS DOORS IN PANIC HARDWARE IN EX15TINO OPENING ® NORTH t 5OUiH RECREATION ALL ENTRANCE. STRUCTURAL NOTES I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 2. ALL DOORS AND HARDWARE MUST BE DESIGNED A CERTIFIED TO WITHSTAND THE DE516N WIND PRESSURE OF (+46/-5U P5F if SHALL BE IMPACT RE515TANT OR PROTECTED WITH IMPACT RE515TMT COVERING MATERIAL AS REQUIRED BY THE FLORIDA BUILDING CODE. EX15T GONG 1/4"m CORROSION RE515TANT TAPGON5 INTO GROUTED MA50NRY IN 13/4" EMBED TYP. THRESHOLD ANGLE W/ 1/4"4' CORROSION RE515TANT TAPGON INTO EX15T SLAB IN 1 3/4" EMBED TYP. T/EX15T SLAB n STOREFRONT DOOR NOTES: I. ALL DOOR PERIMETERS SHALL BE WATERPROOF SEALANT, LIQUID WA Consulting Structural Engineer; 2030 37th Avenue Vero Beach, Florida 32960 Phone: 772.569.1257 Fax: 772.569:4041'P JOB NAME: OCEAN 5101 N. HWY AI A FT. PIERCE, FLORIDA TITLE' STOREFRONT DOOR l ACHMENT DETAIL r� kAooEVIEWE®�� FOR -=E COMPLIANCE ST. L ICIE COUNTY .. EOC N.T.5. PROVIDE AN APPLICABLE APPROVED SHALL COMPLY IN AAMA 114. - REC. HALL 2-13-20 JOB NO: 20-101-10 DRAWN By: TR CHECKED SHEET NO: S--1 OF 1 SEAL: MICHAEL A. LUE, P.E. FLORIDA REG. #47520 9This drawing and design as shown Is the property of ML Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express q /1 consent or permission of this company ML is prohibited, may constitute an Infringe- ment, and may be subject to legal action by AAL Englnaering, Inc. SHEETS