Loading...
HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Q I1f Date: � � Permit Number: O Building Permit Application JUN , 9 20116 Planning and Development Services PEP.rv71-'Tii�IG Building and Code Regulation Division St. Lucie County, FL 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial X Residential PERMIT APPLICATION FOR: Window/door r s/// r r% ' € OSEI 1 . �i,G#tCIiUEI_ ;, LCCA Address: 2750 SPANISH RIVER DRIVE, FORT PIERCE, FL 34951 Legal Description: PORTOFINO SHORES (PB 43-6)TRACT R-1 (2.022 AC) (OR 1658-2244;2533-2994) Property Tax ID#: 1312-501-0020-000-5 Lot No. Site Plan Name: Block No. Project Name: PORTOFINO SHORES CLUB HOUSE Setbacks Front Back: Right Side: Left Side: / D,.. "; :; , / qi%. /a ,,/r ,, o,, ////r.,,.,,,,i,.. ,,,,i2, ,y////r,r,.p . %/., //%o//% r /i///r, y2 / r U <il d DE_;AILED DESRIPTIQN C WORK r y REPLACE STOREFRONT DOOR SYSTEM AND STOREFRONT WINDOW SYSTEM WITH IMPACT AT FRONT ENTRANCE. 'CC1STtUCTIQ IN`�ORMATIO� � � �/ , , r ,.?jai„ .: _ �., o.,.._�//iioa. �-�,..,"., � Additional work toe e orme un ert ispermrt—checka appy: HVAC Ei Gas Tank Gas Piping _Shutters Q Windows/Doors Electric ❑ Plumbing Sprinklers Generator Roof Total Sq. Ft of Construction: S Ft. of First Floor: Cost of Construction:$ 7,193.00 Utilities:Sewer Septic Building Height: 25' Ui//yah/ �% //% // ;flER/LE/ Sr,, /i /,; /rr NTR Name Bruce M Tyrrell,Jr Name: Bruce M Tyrrell,Jr Address:2441 SE GOLFWOOD DRIVE Company: Kamrell Windows &Doors City: STUART State:FL Address: 2441 SE Golfwood Drive Zip Code: 34496 Fax:772-288-6208 City: Stuart State:FL Phone No.772-288-6205 Zip Code: 34996 Fax: 772-288-6208 E-Mail:PATI.KELVASA@KAMRELL.COM Phone No. 772-288-6205 Fill in fee simple Title Holder on next page(if different E-Mail: pati.kelvasa@kamrell.com from the Owner listed above) State or County License: CGC061180 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. I DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. s _Signature of Owner/Less/e'/Agent Signature of Contractor/Lice a Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF MARTIN COUNTY OF Martin The forgoing instruent was acknowledged before me The forgoing instrument was acknowledged before me this day of �l t n 20 ��by this day of _�kA 20 1 )O by BRUCE M TYRRELL,JR. Bruce M Tyrrell,Jr. (Name of person acknowledging) (Name of person acknowledging) `(signature of Notaryic-State of Florida) (Signage of Notary Pubof Florida) Personally Known x OR Produced Identification Personally Known x OR Produced Identification Type of Identification Produced ype of Identification Produced QBonded IAA.KELVASA ior!�'Y!�s#FF085476 COMMISSION#FF0854 ommisslon No. #FF085476 �` SMyPOMMISSION#FF085476 Commission No. IRES•JAN22;2018 IRES:JAN 22,2018 °F" Bonded through 1 st SWe Insumc through 1 st State Insurar ee Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS INSTALLATION IN �I OPTION -�IALLALION APPROVED MULLION, INSTALLkTIONANCHORS OPTION -ALUMINUM.STEEL FRAMING EMBE DIRECTLY INTO MASONRY. 114-NUT&BOLT,24-FROM INSTALLATMANUH09S OR STEELS= TABLE MEW STEEL REINFORCEMENT, EACH 1111 AND 1�MAX GO, DIRECTLY INTO METAL i.SKEFT2. IT 114-NUT&DOLT, TYP.ANCHORTYPE, FROM EACH EDGE DIST, • EMBEDMENTAND END AND 24- 0. ED EDGE DIST. GEDISTANCEPER MAxO'c' 37 SUBSTRATE,SEE TYP.ANCWAORTYPF TABL1,SHEET 2. FORATTACHEDDOO E SEPARATE APPROVAL EMSEOMENTAND O!R LSE EDGE 30 D PER SUBSTRATE.SEE TABLELSHEET2. CONCRETECW PERANCHOR REQUIREMENT MSISLEUGHTWDTH 2 42 41 1 XTERIOR EXTERIOR L- -�llll— 10, ---FRW!EWDTH 12 MAX SHIN HORIZONTAL SECTIONIA-_A SKM --------------------------- EMBEDMENT lXWOOD HORIZONTAL SECTION 9:C NOTES: ALUMINUM EDGE DIST. REM FORCEMENT, 1)USE ONLY SUBSTRATE --------I SEE MEET$9&ID 4 APPROPRIATE ANCHORS.FOLLOW INSTALLATION EMBEDMENT.EDGE DISTANCE AND R SUBSTRATE REQUIREMENTS PER �Hl!q MIU1 B'V2 Ct1ixYINSTkt3%Z0—NloANNCffOR$ TABLE 1.SHEET 2.ANY INSTALLATION FRAME RETIT-5.1r 5.1 re TYP.ANCHOR`FYPE, OPTION SHOWN MAY BE USED ON ANY ED EMBEDME AND SMEOFTHE WINDOW.ALLANCHOR GE DISTANCE PER HEADTYPES SAUOWED. SUBI SEE TABLE 1.SHEET AN 2)ALL WOOD SUCKS LESS THAN 1-112- THICKARETOSE CONSIDERED I% INSTALLAMNS,I ARE OPTIONAL CONCRETE/CMU UNIT MAY BE INSTALLED PER ANCHOR— DIRECTLYTO SUBSTRATE.WOOD REQUIREMENT BU KSOEPICTEDAS?XAREl-11? THICKOR IXAND2XBUCKS EXTERIOR (WHENUSED)SHALL BEDESIGNEDTO ------ PROPZRLYTOMSFC LOADS �zl POR ATTACHED DOOR STRUCTURE. R TRANSOM,SEE WOOD SUCK DESIGN ALTERNATE ANDINSTALLAIIONI!lHe SEPARATEAPPROVAL EMSEMENT REINFORCEMENT RESPONSIBILITYOF.HEENGI ECROR VARIES WITH DESIGNARCHITECTOF RECOR"MAXIMOM HORIZONTAL 0 M RESSURERFOUIRE BE r SHIMTHICBYTASLESKN.SHEETS 5.8 ESSTOBEAS REQUIRED E EDGE DIST. TAKE 9.SHEET 9. SECTION D-D PRODUCT REVISED — 9111-9111MA�Flmid til tltt Building -IMA�Mdd `it jt n4.wlv,a Nn lS-0612A8 TYP.ANCHORTYFF, !INSTALLATION ♦ EMBEDMIETAND 2p—Tlp—N Rescan: _ 2018 DOE DISTANCE PER— INSTALtATiONANCHORS By_ SUBSTRATE,SEE INTO m WOOD. v..�r= �`J Msed✓ry: pule: R<K:n.- TABLE 1.SHEET2. N.,s8705 SC 7!21!15 NO CHANGE 2X WO EXTERIOR o ODSUCK HORIZONTAL X-SECTION J'AO WSKI ORFRAMING— E 1070 I"C'NOLCO'ORK Til.: N-V ICE, 3�275 PER 8,R. STOREFRONT SYSTEM DETAILS-LM 10/05/12 O� X IS2. llrMAX.I Hill NGKOWS,FL 34274 I LYNN PAL CERT.Of AUTO #29296 E � TABLE 3: Window Wall M.M..Head/SIII Anchor CImt,r Load CapadIV(psf) Window Wall Mullion Head/SIII Anchor Cluster Load C¢paclty(psf) W:OTHT (1/4°MaeNum5hlm5pace) (114'V,4-5Kn Saace) 1 WIDTH - N.-IDlm. AnAer e•0.' Anth9rT 'B' AnAm 'C Mth9rT '0• MmerT e'C Honinalgm. AnMOr e•A' MOrwT e'd' AnWrT e'C Anther 'D' AntAer e'C �I )qm.0 Frame Ram. Fn- I: WHM Neleht Ax 0.3 114 0r N B• C3 U U % D7 b El F3 U Witt .101 Al Al Al B} B3 U CE C) G 02 % DF E1 FS F4 / Min I=Imo]110 Imo Ina Smo IMO IMR IH1.0 I- WA 1200. 1100 1M0 la.o 101n Im1 Imo 1'0 Imo 1x0.0 Imo )a0 1R.o Smo 1M0]20.0]a0 1'0 Imo Imo min 3M0 IAO 1M0 Imo fmo Imo IMO 1m0 mo 130.0 .m W.0 I'0 ]a0 Im.O bin 9).) IMO Imo Imo 1200 Imo 1m0 lmR 1200 u0D 111.0 la0 1M0 In ]Mo Inn 110.0 IMD Im7=0 11¢0 1200 Imo 3a.0 Imo InD 1a0 W.0 160. Smo IMA lain &.x ]20.0 ]10.0 Imo Imp Imo 1X40 1200. Imo nam IMA 1'0 ]MO Ma Imo �� 4IIn 1x00 Imo R.1M0]AO 1}00 u¢0 Im0 la. ]200 Imo I- Imo IRO ]'0 421, HBin M.6 11 L9 120.0 1}0.0 WA ]AO -0 10.0]200 iM0 W.0 Im0 ]a0 ]}40 3a0 HEIGHT / !' IBin )21. IfBA 1M0 MR Imo %AD 120.0 IMO]%l0 Imo 1100 Imo ]'D 1200 Imo Imo Nin 6).6 214 120.0 1166 Imp 1r0A"" IRA ]M0 DOD IR.D ]mo W.0 120.0 MR �l S.In 113.} 3200 Im.O 1M0 1xi0 110.0)2120 10.0 1200 ]200 Imo Imo IAO IAO 120 Min 613 915 Ia.. 1%.)]]OA ImD t%.] u0.O 1200 1100. 1100 u0.o 120.0 160.1ffi. 11 / EOIn 1182 1100 ta0 IMO 1m.o I3D.0 120.0 1M0 Imo ]MO 1m.o 120.0 1300 1M0 IMO EOIn 583 B1A 1165 IDD) 1_0.160. %0 IMO]Mo 1150 1'0 130.0 10.0 3110 1}00 E61n 1019 Imo )RO 1'0 ma Lao MR Imo WA WA WA IMO Imp ran,1'0 Bain SSI 8., 123 %.x )Mo I. 908 3'0 120.11 IOL) IRO 1110. 118] ]20.0 1200. )Sin ]051 IAO IAO IR.O Im.O 1x0.0-a I- W.0 IrDA non SDA-Imo]AO 241n 111.4 Imo IMO 1M0 1200 f- ]ma].A 1'O IAD WA 1- 1200]RD 1xi0 1 bin I. ]200 1MO Imo U 0 IMM. Im.o Smo I'll 1110 1'0]200 la. 11 .In 120.0 WO 1200 1a.0 16.0 IMO la0]AO fa.0 I.. I..lao IAO 120.0 W.0 ¢ M 1260 IRO LY10 IAO 1ffi0 1260]200 Imo 1'O 1M0 Im.O ]a.0 Imo Imo Imo %In 10.9 Slad ]'0 IAO 120 Ia0 ]MD 1200 1M0 IMO W.0 II0.o I'D IMO 1M0 301n 1]00 IMO M.1M0 1110 1200 1M0 Imo 1200 32011 1m.D 10.9 IA. 1110 10.0 filo 11{In M. BTI) IMO Imo u.D IRO 850 l'0 Ia0 1'O W.0 ]'0 1x0.0 1100 1'0 WiDTX 1+WIDTHT 42171. I-u¢0 1160 120.0 Imo 1200 11--1M0 1'O 1'0 nmo 1'O IMO 1a0 lM0 MR M. 1300 1%.0 URA 1200 1U0 W.0 1M0 200.0 1200 1Mo ]10.0 1200]M. FRAME WIDTH= T 981n 781n 2011 IRO 1xi0 12¢0 ]20.0 12U]20 3200 ]MD IMO noo Imo Ina Ina IMO Silo SAO 20.1 ]161 Rai "aal W.0 95.6 1200. 1M0 1145 -a 1M0 W.0 I-1M0 541n 99.0 1200 10.0 lido 1MO I.D IMO IRO M.I20 1.0 ImD IRO MR Ma Uln 51.1 8L3 1201 91.3 1xiR ]..0 89.1 1200.1}0.0]O6.> ]AA 12¢0 113.) 10.0 ]a.0 A-1 OOf Ar" ..r"An-Arch.IofaMon 601n %) I'0 IMO Imo H. 1100 I.a la0 ra.W.0 Iwo IRO 120.0 1210 Ina, Mln - ]a0 no. Ina IMO ]m.o M.I-130.0 II¢.1mA Im.O t'0 Imo ixi0 hVe atlatA5ltle Type etgHlLde TYDe' at grh]Ide G51n 918 IRD ]MO 1200 Ia.O ulm]mo 1200.U.1200- No.Imo IMO IMA min 866 IMO W.0 MR]MO IR.D "a IMO IMO tM0 W.O Im.o W.0 ]AO Imo >]in m.l 1M0 1200 fA0 no.u¢o SRO 1200.1300 3'0 120.0 DOA WA IlOA UAO lain 74.3 111.1 IMO Imo Imo Imo Sao 1200 Ia.O 1- lAA IRO 1xi0 1M0 1M0 Al 2 Al 8 0.9 391n 1306 1M0 IAO IAD Im.o 12¢0 lA0 Imo W.0 Im.O 110.0 ImA ILIO u00 Imo Irin Win 65.6 980. MR 1113 Imo IR.O I%.1 MR Imo 110.0 /'0 IAO IMO IMO Imo I x 11 3 H 301 u0.0 1100 ]200 IRO Ia.O tA0 1200 I'0 1'0 3'0 IRD 3200 ImA Imo lAo Nin 59.2 88.8 118.9 1022 U. W.0 91.5 1'0]MO 1168 IAO Imo 1100 1M0 ]ffi0 C2 Cr l .1 lain ]196 u0.O 3a0 Imo Imo IMO MR Imo 1100 IRO Imo -1200 ]a0]200 Slln 54.3 81.4 1016 MA -.011M M5 1M0 12¢0 1%.l W.D ll00 113.1 u0.0 1Mo of 2 0.l 3 DA Illn 1011 IMO IAO 1M0 IMO 1200 nLO Imo IAO 3200 3a0 Imo 1a0 IRo IMO FAIn 30.5 111 1010 6].x uW 1200 812 Ina MR 0.6 WA 110.0 1162 1RA 1a0 F1 2 F3 3 FA Zein 091n 91.1 la0 1h10 W.0 1200 1100.Smo Imo IAO I'0 Im.O IMO IMD Ia0 Ixi. 3dln 99.) u0.0 Sm.O IMO U0.0 WA IRA 1x00 Im.O IRA WA 120.0 IRA 1a0 120.0 S1ILSHOWN, Silo 8a6 1M0 Imo 120.0 IRO ll0l)Imo]MO 1200.110.0 oma 1'0]200 IRO Ina min 81.9 la0 1a..1200 110. I-ma 1100 IRO 12D0 IRD Imo f'0 IRo IMO HEAD SIMILAR, 6.In 842 IA0 f'0 SMO 110.0 Ina Imo Ia0 1200 IRO]RO 1200 Ino ll60 120.0 %In MI 103.] ]a0 1an lad Im.D L5.. Im.O IRO 1x00 ImA Imo 120.0 1200 1'. DTY.MAY VARY WINDOW WINDOW xfiln 661n 01.0 ]200 1200 IAO 110.0 1200.nail IRO MR 167 Ina IMO nou, IMO 1'0 Nin 610 9L7 W.0 1060 IMO ]a.D 101.9 Imo 120.0 1MO W.0 ]200 Imo 1'D]'0 )31n 90.9 lta4 120.0 t'0 110.0 120.0 MR Ina'n. Imo Im.O IMO]m4 ll0.0 u0A1 In %I 83.5 014 963 30.0 1a.0 912 1m.D]110 1099 ]200 1110 1%0 1200 1200 5EE TASTE i, Hln V.V00 WO]a0 110.0 IRo IaO IAO Imo IAO 12.0 1'0-a 1110 120 Min 51.0 ]65 1%.0 081 no.1aO B4.a 1200 Ia0 100.6 nmA 3200 mal IMO]20.0 SHEETT - l� Min uDp 3100 13¢0 1110 10.0 1'D 1no 1}00 IRO 1200 1}0.0 I- Ia0 1'0 1'O Mln 90.) IAO u0.0 IMO 130.0 Im.O 1a.0 1M0 1xDD 110.0 lxio 1200 SAO I'0 IRO FOR ANCHOR_.....__y �._2,1}4� lain 103.1 ]MO IMO W.0 3200 ti00 IMD 1200 la0 la0]NI.O la0 1200 1}0.0 1200 min ]).) 116.5 ll00 Ia0 ll0.0 IRA 1'0 1'O 130.0]100 ImD i]¢0 311.0 110.0 1M0 O.C.SPACING, 411. 91.1 1'0 1M0 IRO 130.0]2.0 1300 1M0 1200 1a0]AO IRO 1'0 1'O Imo lain 684 SA) W.0 1MB MR WA 1005 ItOA fxi0 16.0 1RD 120 ]a0 320.0 3m0 4•MPX Nin %In 86.1 ]200 3200 120.0 u00 12¢0 IMOD 120 1200 1110 1200 ]AO Ia0 IAO SAO In 13IIn ]01.0 1200 uDA %1 110.0 IR.O 1110. Imo IMO IR.O 1'0 IRO Silo mx 10.0 In.W.0 1210 I'0 160.-1100 -0 WA 10.0 Imo 1110 IAO Nln Si.6 )89 iDii 9¢9 1'0 120.0 B6I iRO Imo 103.8 12W 1110 1%.6 120.0 IAo 601n ]4I 113.6 30.0 1200. I. 1x6. 1M0 1'0 AMR 120.0 1100 IAO]'O u.D]MO 591n 641 JLl %.2 811 1'a MR 11.1 1'9 Imo 99.9 1200 IRO ]00.2 1'O Ixi0 661n RS Ixi] IAO 1'R 120,0 320.0 1190. ta.0 110.0 12.0 fa.IRA lA0 MR 120 141. 903 1200 Ina Imo 3M0 1M0 120 Ia0 IM 0 Imo 1110 1'D n200 IAO Ia0 )Tin An U. 1100.1110 1200 130.0 Illfi 1'0 1}OA 110.0 1200 lM0 SmD Ia0 ImA min )19 ]10.8 fAO IMO ]'D IRD Imo MR 1a.%OD _ 1200 WA IRO 1'0 2Aln I2OD W.0 1810 WD IAD 110.0 Imo 3a.0 120.0 1'0 WA]10.0 WA Imo 120.0 %In f381n 631 94.) ]]40 1090 Imo Imo 104.0 1M0 10.0 1}0.0 110.0 ll0O Mo 1110 fa0 301, 1092 IMO Imo IAO Imo 12¢0 I'0 IAO 120.0 1200 1.a I.1200. MR]20.0 filo 55.5 83.1 111.0 939 no. 1'0 91.4 la0 120.0 IO9.5 =a IMO t15.fi Ina 1MO Min 910 1100.Ia0 1'0 la0 MR IMO IMO 1200 Imo Ia.O IMD Imo IAO Imo Nin MA )4.) b.] 061 II0.o I.. 8).1 IMO 110.0 %3 1mD DOA 1¢3.8 11¢0 ll0.0 421n 00.6 llpp 1xi0 -a 120 xna,1'0 noo la0 1110 WA 1200 Imo W.0 Ia0 }41n 8fi.3 1200]0.o 110.. 12D 1'0.-A 110.0 16.0/all 120.0 120.0 MR 1110 IAO 481n 91.75 in]I.0 1115 1M0 1M0 120.0 11RD 1100 1'0 Ia0 1110 1200 Imo fa0 1M0 1110 min 20.5 1M.1 WD 1204 uOD WA 1141 120.0 IAO 1}00 110.0 f'R Imo 1'0 1110 59in 11.4 1%1 1200 320.0 W.0IxDA 1V.6 u¢0 110.0 ]a0 1'0 la0 1'. r'0 Imo lain 1NIn Ml 901 imp 103.8 120.0 WA 990 160. 1AD 1186 D0.0]200 Sao 120.0 I'0 601n 6).1 1006]200 1159 I..a 1}OA IMS I6A]20 1200 1'0 Ia0 IRO 1M0120 Si.B ]3.i SOS.fi 912 ]x0.0 u0.R e).0 )2.0 1'0 101.1 Im.D na0 300.9 la0 I'0 661. 432 %] Iffi0 Im1 I30.o IAD_/Oil 1'0 la0 IRO 1mD 1)60 1300 ll00 120.0 Nln N.3 )I.O %1 a].8 1100 1200 )8.0 11).0 IAO mA ]110 Imo %6 1M0 tm 61.3 92 111.6 101.9 1200 Im a.0 Ia0 Im.O WA W..1M0 130.0 10.0 YROOUM RBYISED min u¢0 Ina 1200 120.0 ]a.0 MR Imo Ina IMD IR.. DR.]100 IRO no IR.O u myying wiffift N.M. 301n 145 fmo M.ImA 1200]No -Imo Imo /M0 12DA la. IRA M.I'0 Oeddmfl(bde 3a1n 90.2 120. 1M0 1200 1'0]200*,. la. WA IAD Imo ]'O Imo Iaf )]) GG �n�4120ImIRo Imo 200 Smo Imo3104la.OImo cud By: �4820 }z8 1091 -a noo IAB 120.0 1Slc&vgx RX 541n %.l 1017 120.0 1163 1200.]IDA 1110 IMO IRO 1'0 SmoP Win 611 %) la0 1%.0 ]a0.WA IRO IAO Imo 1200 ]a0 la0 - O; NO,5176:3 •"1 ftensM By: O.le: Rens�.n: 6620 s99 B9e Iv.e 1.14 oma n:oD %) 1200 nm.o Ilan Imo IAa la. r'o va. _ = SC 7121115 NO CHANGE WsarAl(9rc x^' Dram by.'•, el?o�s :'L ; ANCHOR TABLES @ 114"SHIM SPACE J ROSOWSKI IF COMBINED WITH STOREFRONT ENTRANCE �i F,':1,];OE2105�,�'.\�,: 1070 TECHNOFL 3 DRIVE Dare: DOOR(SEE SEPARATE APPROVAL).THE LESSER ']%SSS/ t�����?<' N.0 0RF 1529" STOREFRONT SYSTEM DETAILS-LM 10/05!12 DESIGN PRESSURE VALUE OFTHE DOOR OR STOREFRONTSYSTEMIDU LLBETHEDESIGN ]'111131 NOKOMIS,FL]42nd SMes/Haac1: rc oronvq rvw ar: PRESSUREFORTHEENi1RE5YSTEM. )A LYNNMOIERP.E CLRT.OF AUT..ll...a SS3500 NTS SOF 10 MD-3500-LM RA P.E.O TABLE 4: window Wall Mullbn(UH3e'aMd/aSnilal Au nc3hho1mrClusterWad Capacity(psfWindow Wall Mu1onIII Anchor Cluster Load tepatlry(psf -� wIDTHf F WIDTH (111--lm3hmnsp-1 _ NOMne!dm. AdhmT 'A' A,eM( e'B' ArchmT 'C Archer e'0' AndlmT e'E' NOmi ot.. m-,T e'0.' Anon e•B` AnI,I e'C MIA4r 'D' Anm91 e'C I rfnme61h NeIeM Ai AS A4 @ 03 G @ G G Dl 03 M Ex E3 N ]ankh Htl t 0.3 0.9 Ad BI 03 G @O3Cdm1 G uE4 Nin1.a 1309 ImD 1300.lm0 Goo 1]00 IMA IMO 1M0]m0]MO lm0 IM.O IMD IGH %1 1m0 I}8U 953 3- .no 110.0 IMO IX➢ La"]m0.]MO IMO 110.0 1M0 Im.0 1m0 Imo IAO IMO ]m.0 ImoM0 IMO 1M➢1ffi0 IMO 3pin 16) Ino IMO ]8.7 1180 1mA 10x6]MO IMD 1m0 IMD 130.0 iffiD IMO ImA1129-0 na .29 10.0 1m0 Imo IMO 1100. 1.. 1m0]m0 ImA 1ffi0 UDA 36tH @k t@.) 1)80 G.e loL) 110.0 9L) IAO WD 1161 1mA 310.0 ISPOLAO 1m0M29 1M0]m0]03.5 1]0.0 IMO IMO Imo.0.0 In.IXD sma IMO IMO IMO 421n ml MI IMO MI 90.1 150.0 Bit ]200 IMO 101.)]m0. 1100. ImD IffiO IMOHEIGHTlm➢ IMO 963 Imo IMO IPO 1--0 Me 120.0 .40 Imo Im dein Imin 315 BL1 I@9 61.5 Bl.) ]%9 1"' LanaIsIMOIMOU00 fan0 1100120.0 Im0 %4 ]m0 180 IMO Lane IMO IMO1100 ]SPIMO m0 GN 311] )53 Imo %1 R3 ]00.4 G> IMO m.S ]MO tm0 IOD Lane IMO1 - min 8T.1 Imo IOD BT.1 1M0 1m0 1191 1]OD IPO IMO 1m0 Im.O IM0 1M0 110.0 fAN 469 m.4 93.8 1G9 M4 IS 61.1 961 Imo m.0 ]MO IM0 sma 1}4p IMO I' as. 853 IMO 110.0 85.3 IMO 0 116.1 fmD IMO IMO 1Mo 1mA ]m0]m0 Lane fi61n 410. 16.5 G.) d4.1 665 �] m1 110. .a0 I.3 1160 Imo 110.1 1}OA -0 �I Iln G.i 1X0 Imo &) I-1m.0 1161 IIOD 1m0 IMO IMO ImA Me IMO no kiln @.] ]ane U0.0 80.] IXO ]HIO oma 1m.o Ii0.0 00.0 i]o0 1m0]m0. Im0 Lane n Nin Lffi0 Imo IMO lm0]M.0 In. 1 100 IM.0 I LAO IMO]m0 .1n T19 Ita9 'no 719 110.9 -a mL] IMO Ime 1M0 1MO IMO Imo LMO 1]0.0 II min 1163 Non -a 1163 IMA IMO IMO Imo IMA IMO Lana IPO Lane IMA Ia0 iZ 615 %3 1m➢ 63.5 955 1200 %9 Imo 1m0 lm] IM0 1M0.PO IMO 10.0 361n m17-a Lane m1]1}0.0 Im0 me ]ffi0 Ino 1m.O IMO 1280 1M0.o0. IMO Uln 1111n 561 G3 1.1 .2 813 Ilio Ise I1S3 I.. 100. 1300. IMO.80 IMO 1.0 WIDTH 1•WIDTH 2 filo 9L] I 0 1%10 91] 1100.Im0 1200 1M0 1X.0 Me Lana ]IOD-110.0 IM.O IBIn 580 ]GI 3..I se. )65 101.) 69.5 100.3 SMO BBb 1ffi0]MD IMO 1m0 1an0 FRAME WIDTH= 2 441n 7 a1O G) no 1m0 G] 1m0 LAO 1159 Imo I.0. Im0 10.0 Ine ]M0 Imo 1M0 Gln .1 MI 935 46] Al %S 639 95.9 1]110 m.5 Lana IMA/IBD 1an0 IMO 541, 19.] 114E Imo M.> 119.6 inn 109➢ 110.0 Imo IMO - IxP0 1]0.0 IMO]ano )I #ofMAI e9fAM19n )°IAr.- Win 161 1110. Ian.0 ]6.2 S1A4 IIA.IG.3 In.In.IMO IMO ImA 1180 IMO]MO min 13.6 653 01.1 43.6 653 B %6 m.9 Im2 ]5.9 1239 Lane Ilii 1M0 1ffi0 AOAm Arcpe Tva" al Fdm Rde Nudl0de nfaO151tle 661n I.9 u0.9 Im.0 71.9 110.9 Imo MLI 12ab 1M0 IMO IMO Imo LAO Imo IMO Nin G1 Im.O IMO 80.1 1XO 120.0 1159 IMO 1160 Lane]MO IMO 1200. I.10.0 Type Type eI- type )lin 7t.6 1%9 IMA I M89 1M0 99.3 1m0]}OA 1280 IMO 1M0 Lana Imo IP 30 to R.) talk Imo - ]db IOD 95.3 me 1M.0 1M0 Imo -0 Ua0 1-UOA A} 2 M 3 A4 W114.34 IMO Mo Mo 1X0 IMO I00 120.0 IAO 1M0 Lane I- 1m0 110.0 361n yak m.1 1146 1111 83.) souk 81,0 'm0 IMO 9.2 1- .0.0 I. It"Inn Imo Bi 3 03 3 G d mIn IMA 1081 100Im0 Goo Im IMA UAO IMO 1ma Ino 1m0 me d31n I@n 528 0..3 VSA 51.8 m1 105E I.1 im3 IMO920 IMO 1749 IMO SM.O]m00 Imo 924 1M.0 1m0 1180 Im.O Imo SMO Lane ]ffi0 IMO Lane Imo 181n (1.1 )15 95.3 "' TI.S 95.39]% Im08311m0IMOfan01m01X00} 1 D3 d 411n O Imo 83.0 1m.0 IMO 11M 'Xa IMO LMA Imo 1100 Imo Ina 1ffi0Gln 43.) 64fi @A 43.] 656 @A 59.8 83.] 110.6 161 110.3 Im0]U1 Lane F4 d IMA )6I 114.4 LMA 1063 LAO 1M0 IMO IMA 110➢IAO Imo LAO mN 4Pr 61.0 81.3 40.) 610 m.4S1L2M62 1m0 IMO 0 IMO ]l.3 10].0On. 91.6 1m0 IMO IMO Imo I'a. Gao 1m0 Imo 341, 01.3 I3a0110.0m3 '.a Noo1]0.0 Imo 1M0 -a 1-".a Imo SILL SHOWN,)lm➢ m.B 1011II.1m0 1181 Imo 1- I a IMO IMO min6.9 989SMO 65.9 989 Imo 941 1}0.0 Imo SI69 IM.0 1m0.OA 1M0 1ffi0 HEAD SIMILAR,IMA 63.2 9)0. mm'S G.1585 GJ IIL9 ]Ll 115.9 IMA %4 IMD Imo Ltoo 110.0 I2DO O7Y.MAY VARY WINDtWIDOW 1 GLS 953 no 06.9 f iia] 1M0 IMO 1M.0 Lane Mo 41. 19.8 71.] 99.6 99.0 )d.] 93.6 18.1 1@.1 IMO ma IMO 1me Im.0 1]0.0 Im➢ SEE TABLE I, II Nin 1123 IO➢ Im.0 11).3 IPO IMO 1m0 1M0 10.0 IAO Imo Imo Aa Im0]30.0 401n MA 61.3 09.1 N.0 @.l 09.1 61.3 91.0 Imo M.2 It]2 IMO 116.0 Imo 1m0 SHEET 2 1 Min @.6 Im➢ LMA 9).6 IM.O IMO Mo Imo Ine, Lan.1M0 Im.O 1.0 110.0 1100. Gin 41.1 61.6 83.1 423 626 81.1 %S Gl 1123 216 1@A iMD 1083 ]m0 imM00 FOAANCHOR_____� �yl min 811 Imo 1M0 60.] IM.O Imo 115.9 1M0 LMA SMA-0 IMO 1.0 1M0 UO0 241n )6] 1160 Ian0 76.2 llld 110.0 llK3 Lane]MO 1m0 Imo Ina- IMA O.C.SPACING. filo )58 113E 1 6-0 As. 180 ......0 1260 1 O]m0 11 0 IM.O In @.6 830 1]00 6x.6 93.8 I]AO BS6 WO Imo 109.0 Lane IMO IDA IMO 1X0 4`MAX. 481n 913 IWO I20A 69.3 1G.0 110➢ G.0 IMO IMO Lane IM.D 1M0 IMO Im.O IMO 361n Illn 535 023 Imo, 535 0.23 MT➢ 712 1%8 SMO 53.3 Imo 1M0.0.0 IMA Imo Slln H.5 %8 IMO GS 968 IMO 883 Imo lane 1125 1$An Imo IMO 1M0 1ffi dib 421 M6 G.2 d].i Mfi 9e1 640. %fi .PO 61.1 iM0 I.0#..Lane IMD mN 915 Imo 61.0 9 0 m.4 120➢ IMO 1%3 no Lane In.IMD tM0 48N I]0. 63.5 -- 42.4 635 el 5x9 BG9 115.9 T38 118) 1ffi11(10 Imo GN 564 8x5 116) %1 0x5 lm) 79.8 114] -a 1011 1m0 1--L.D Imo Gln 38] 50.1 71.1 ]8] 581 71.5 530 7. tOS9 6]S MIL 1280 1ffiO Iln 565 G.) 11},9 SGS G.7 1..9 111 t-Imo %4 lane IMA Ina IMO Imo Nln 11.6 16.9 IMO R6 -I,- 99.3 Imo Ina Int,imo IMO". 1]40 Imo 21!n 1061 1m0 ]m0 16.1]m.0-a IMA ]MO 1100.1m0 -0 1500.]MO Lane IMO 3]1n 59.5 @.3 110.0 59.5 09.3 1140 0 d 1m0 Imo 2821 IMO 1-Mo In. -0 mIn 4 Lane]2110 984 I)DA Lane IMO IMO 1]PO IX.O Lane U40 1200. Imo 1M0 3610 MI. Me m2 101.) 518 T62 MIS m.5 101.3 IM.0 88.6 Im0 1X0 lane Imo im0 361n 1361 Im0 >Gfi 110.1 Imo 1016 1m0 Imo .0.0 1m0 line I-Sm0 IMA filo dl] 6JA 69.4 K] 6]0. 090. 611 @.) 1X0 I.9 1168 1]OA 115.6 IMO iMA _ d31n 631 1023 ]m0 601 t@.x lane m.I IMO IMO ]I.] Imo IDA Imo lm Me 181n 40.1 E82 00.3 b.1 fA2 041 54.9 @.3 1@.e 69.9 SG.9 IMA m38-01-1 9T.)S In 6}0. 910 LMA 63.0 %0 Mo &_e Ina IMO 1%1 Lane ]m0 I]OD Lane]MO .1. G3 ]OSA 1HI0 G.3 1dA IMO %8 .40 IMO IXO MWn 1X6 ImoGln 3x5 86x 110.9 5 3 %1 110.9 ]86 11.9IMOMPEIm.0 1]D ]MO.0.0 iM0 m1n %] %t t13.3 SGl 03.] 1115 ]xfi 1%4 1180 % IMO IMDmIn GO a G.0 010. 160 >A9 110.8 IMO 93.1 IM.0 Lane IMO IMO-.a %N 1NIn 489 ]l.6 908 48411=0 GA Imo IMO09.6 1M.. IMA LA.iM0 IMO 61.01163 )4.t 1m0 lan0N.1 980 5 IOLI 1MD 861 Imo IMO IOD W0 IMO 561n Gl 5)2 T61 381 @} M2 521 l8I 10.0 IMO n AL7 IMO Imo]011 Uto 1M0 Imo 1100 IMD]MO m0 IMa LAO Va.Imo FmRODUCFRBVISCD mIn 140 IMA G.1 IAO u0. i IMO Ina 11x.0] a 1X0 1m0 IMO 1X0 plFine 13Th Oc Flmltle 3filn ]ib 108.9 IMA T2.6 1W.9 UPO 99.3 Imo 1m0 IMO Imo 1ffi0 1m0 .40 IMO UuiNmg Co0e dEin 645 %e VD➢ G35 968 .40 G.3 IM.O'30.0 11.5 fm0 IMO Imo 1]0.0 Ifo 111111111) ASe1p)uaNn 15•CI�1 401n 1@in i8b %0 1.1 %6 880 Ins 842 Inn]]0.o 1@.i 110.0 UOD IMO Im.O I}OA C1Y )f 4 RMseJ By: Lb1n: Re.hbn: Hon Date '2216 Slin G.1 81.3 1084 G.i 415 100.♦ 19.1 lif]lMA G.s v0A 1ffi0 Imo in. We ` �O-•110EN.Sc'N(��'+� _ D] mIn 508 mx Ml.) 50.8 ]62 11.7 895 IW3 IMO G.6 1M.0 Lane Imo Im.0 1m.0 a Mienv aEe PmduH d8i R3 %1 Sfl I.3 864 % 989 IMO GA Im.0 1r0o Lane : No 50705 - __ SC 7!21/15 NO CHANGE -.1.1: "�C-i = a➢ oesm;nlbn: Ara. Or. ANCHOR TABLES @ 112"SHIM SPACE J ROSOWSKI IF COMBINED WITHSTOREFRONT ENTRANCE '��•'.,HAIL F �(�` 1070 TECfINOLAOY DRME )ak: 01 DOOR(SEE SEPARATE APPROVAL).THE LESSER %��p oRlvr-:'G��, N.VENICE,n.34275 STOREFRONT SYSTEM DETAILS-LM 10/05/12 DESIGN PRESSURE VALUE OF THE DOOR OR Yi,S7()�n( (,�; P.O.60%1529 STOREFRONT SYSTEM SHALL BETHE DESIGN 7)1111 11 111 3 NOKOMIS,FL]42]9 5er;eyaledet• Su•:e: 33eee W°.i.Mj Na Rer. • PRESSURE FORTHE ENTIRE SYSTEM- A�LYVEMILLF@05 A•P.E CERT.OF MIDI.#29296 SS-3500 NTS 6 OF 10 MD-3500-LM A 45 OJ Y N 0 o vvujJ 5 g�x9999999a9xa9999999xx999999999999-^-99999999 3t Z W 5�9x9xa999 -1+1+1 9a 9x+99999999 9999 ^9999 999x9 = ❑ un Yr x9 � S LU�;�5�' ss99s_>a999a a9a99n�a99^�359xa�a 999�9xx95= � eZ m � ..F 9 9 I^° gar r`. "a"i.S. "- �pZ M - a`RRq- R^a--52 � :99�aasq �a��99�a_ -x9. vj�j a s' _ `gym .. ..N = — ^ 1 LLgra wT s a U a ) �;SAS75A99SA979S®SA97SS9SA.9CQSSA9797tSAx79SA979 0"-9 c❑ N 5 5' 9999 9a999999x9 x99999 x9xa999999999x9999939999999 W �N Sp 999x9a999999xa9x9999999x9xx9 999a999 9. a,�5a x99 aaaa - _..9-- 93kjzO- g¢99saaaaass-"xxSa9999^.aaax9 ^aaq ma=�ryeRa"9_ °E E 4 M - RRR r�+ €SSA%^.0�9�::A978S99aSRg.a 3'x 88?XR.'R:959�SSRa797{38R RS^.9%9_ � � `? �:^ W s �' 9999a9s99999x999a9as99x99999xx99 x9s9a9999 9ss sag bP xa999x999x99x9x9999999x999999 x999999999x999.^.9999x99 i a.. 999„_5 �,,���=s999a9^,^,9s9x9..a999aPx�99xx^'mss^ :.a99 ^999" J e a^ as sxa aa^ - - E'c<` �a�gg 9xxa,^" „a9 ..aaaa99a 999Yaa 999- •�a -999^'x9axa- i } eeecs�e_e es_ece_==escec__ceeeeee yee�_eeeeec eje �3SAA^.9599SR C9S98SRR79S9S997990SA?t797,SRA895RAS79SAA7s 99999999ax999x99999xx9999999aa999999x9999999 5 b p�a9999x99 999a99a9 99a999999999x999999 99999 Z a 9 --- - m. 99x9�'a999xas99ms9a999 ^ 999955x5s9s9�� G E{w 9 a^ ....- - �E5a999999999999999xa99ax9a9x999x99a99x99999x99x 7€7755999 9aa 99a99�^c- ^99997:5"a999^,9aaa999-a=.99 s�sg sags - - Saaa m3 ��SAx79�S9ffiaSRx79S98CSRx78i89FSRx79998FSAx79SB�c HIM |m � §� !�� .....................................�_.... g ) \ !.._._.... / Vit............ .... .................................. $ n § !_ ) - \$/����.������,������������.� | }9 / .` . .; . co ;l!!.................................................... ¢ y g 22|:...... ............................................. �% g o R < _ _� | § ; } } : ) §/ ! ; ; ; Al................ ........ .. 1�............................................. ` \��! 2 | .....�.............. . . ; , //\/ } .�.. ° �! �.�.......................................... § !� , E - 7|2���.���.����..������ ��/.���/.�— ; . . • : Q ! �f°a ] � QQG#GGg#eQ#gQGe;Is gQageQg; / \. q .y. . . 2 a�a ( / .§ \//\\ !! ............................................ f!!! �l.l............................................ , |\} !/R _ ■lf. ��.. . _ --ƒ----- \ . � �Qe#ga/aap�aQ\wg/wg\QQg; |;..................................................... # •� ! !�............................................._------- ]�!;..................................................... !!!:_........ ............................................ !! . !!©�- ............................................. !!ll......,. | ; 7 !!!!l;;;l;;l;l;!!;;!!!;!!,!!§§„;,;!!;!!,§;;l;r;l=;;;;! TABLE 0: G. Window Wall Mullion Capacity(pf) Window Wall Mullion CapadN(PsQ -►� y00R1 t�-t TMx DmelnlarW UnnFlorele 4-an,nl. snel Rel.l. IFrelnforcee IFrt6lorrea Alum.RX"1. Steel Relnf. N.Mnalpm. N.mintl Dim. ITiaurroe]eaFl Iwo,Trx3aaal ryP.,eaFl (walrmaeaq (wulTrvllpaq (wmrrvl,aaol IwM,ryPeleaFl Iwa131Vvele8R II Fl wtai6 Fn-Wolf vmlq xe .) Pml.l xgl-0 -4.) Neves) -(al NeRI-1 Fmn W,uh FOn•Ax11 m N,(1) N.O.) vvs 11) xeRli Pnh) ..14 ft,(-) N.M 111. m0 m.. mo WA m0 im.o m0 Imo 14ln Ro m.o %0 90.0 900 im0 m0 Im0 MI. xi0 004 m0 9Co Ima 1m0 m0 1 ml. Too ma 61.3 m.5 M. Sm0 900 -0 Sfiln xi0 m0 900 m0 900 1m0 900 IRO ]bin 616 71a HO b.0 900 fOID 900 1R0 0 RF m0 WA 90.0 900 90.0 ]m0 900 lR0 uN ]m1. 511 N.5 61.3 63.5 m0 1- 900 C(L0 HEIGHT / 'I NIn Til. m0 mA 900 Go m0 Im.. 900 IRA 186 m0 ImD 900 IRO II Slln RO mA %0 mA m0 1000 %0 1- SII. m0 1.0 mF Ro m0 %0 m0 m0 MAO m0 _o mi^ m0 Im.O 666 mo 1m0 m0 too. �1^ m0 Lm0 721. =0 %0 IRO bin RO mD ma oo 904 ]m0 mo 1m0 II bin RO m0 %0 mm m0 Imo m0 mo MI, 0..8 71.2 TLI 11.1 mA "1 1 0 IRO II Mln :1:1: 0 m.0 ]m.0 %a IRO I6F 515 fii6 61.6 bi.6 1m0 m0 Imo S61n xi0 ma %0 ma m.0 1m.0 m0 1R0 176 1186 %0 Imo %0 1R0 YPOTH I.VODTH2 alio xi0 m0 ma %0 Imo %0 IRO 1BIn %0 190a %0 IIOp FRAME WIDTH 2 d8F )Bln RO m0 mo m.0 %0 Im.o %0 1R0 Nin me Imo NF RO mA m0 m0 %0 tmo m0 Im0 mF m0 Imo min AO mA m0 m0 mo 1m0 mo 1R0 bin mT ]85 783 783 m0 1000 m0 1m.0 min m0 IA10 m0 IR0 W1. 56.1 611 OA %0 M80 m0 IRO 71 In %0 Imo %0 tmo %I. 4JA 533 513 5l3 m0 -0 m0 1100 24M Too M.. %o %o mo ImD ma Imo C1F I.I. mo =a mo Lou. ALUMINUM MF no ma %o mo mo Lma m0 mo 4v1n 9oa 1.0 mo 1xi0 4 REINFORCEMENT 361n RO m0 mo ma %0 1m0 mA IRo In m0 Moo a6 ma m.o mo mA %0 Imo %o IRo mF ma Imo #78508,6063-TB Iain 016 xi0 Ma m0 m0 m0 Im.O %0 Im.O 211. m] 6T.] 67.7 co., mA 1000 90.0 n0.0 Slln RO mA m0 56m m0 1m0 900 1m0 301n 185 .91.6 M6 54A m0 1m0 %0 f}OA min SRlO 1m.0 %6 IRO 381. 116In 108 160 ea0 160 m0 1m0 %0 I- mF %0 1M.0 m0 IRO 111. 0).] 968 m0 1163 7bn m0 1m0 186 KO W o 10 $ � b1, ma mD %0 mo ma -0 %p 1Ro S1F REINFORCEMENT 106 RA m0 m.0 900 mo =0 ma Moo 116 Sl.l 588 388 589 %o tm0 m0 366 m.0 m.0 mA m0 Imo m0 1m.o .1, 111 IMA 474 17.4 m0 -0 %0 1R0 #19$32.436 STEEL n1, RO M.0 %0 m0 %0 Imo %0 IR0 Xi. ISlln 81.2 96a %0 116, 11. min M.0 ma 89.1 89A %0 Imo %0 1m.0 411. n.4 mA m0 1m9 Slln %0 Imo m0 m0 18 u, 805 89.1 min %0 Sm.O %0 IRo SII, 126 Ma [GN m0 1m0 111. 156 StA 51.1 ILA m0 Im0 m0 1R.0 nF m0 min ]67 11.4 111 111 m0 Im0 m0 1NL0 NIM AA mA m0 m.0 m0 too. m0 IRA ]66 1MIn 811 9aa ]%.b Min RO M.0 m0 W. m0 tm0 m0 110.0 116 T9] mo Min xi0 mA %0 %0 m0 Mo. m0 1m.0 181. ml n.9 1}In ]00 MA 0].9 07.9 %0 Im.O %0 IRO 211n m1 612 01] IS.I %0 Imo m0 fR0 18in 9 1u, RA m.0 600 m %0 1m0 %0 1m0 M1. n.3 3M 161 36.1 n.5 9G] m0 1m] Nin %0 1m0 %0 iR0 36F Ib6 667 TU W3 89.3 min %0 Imo 416 643 112 L6F %0 1m0 181n 615 684 nF 96D Imo mNDD'NCTIRUVLSEA Mln mo m0 M. mD m0 most %0 Imo p11i�t,i615e FIald1 Wln m0 m0 m0 mD m.0 Smo mo IRo Umidm610nk win xi0 m0 881 88l %0 -_]m.0 m0 IRo t 11 U I I r r Ave.PL+.o.No/5.06 O$ Q. 683 N.i )1.1 n.l m.0 Imo me Imo Bx'miron l8 pNY LYNN eaF amm mo Imo %A IRo `]std,•.......,,d]O, n7 51In %0 1m0 90.0 m0 `` I3CENSF`�tC�' Miv.i :. vAla(bmttd Yr:' '•.-p a1.:mor: o9n: n.wbm fim61n 9m0.0 I Imo _ A'0'3370$ 1 X= SC 7!21!15 NO CHANGE "U r o oennP_ 7- ,...B,: MULLION CAPACITY J ROSOWSKI ATE0 it. 1070 TECHNOLOGY DRIVE IF COMBINED WITH STOREFRONT ENTRANCE � '�ORIDA,,.•'-\�.` N.VENICE,FL]42 75 1 DOOR(SEESEPARATEAPPROVAL).THELESSER STOREFRONT SYSTEM DETAILS-LM 10/05/12 DESIGN PRESSUREVPIUEOFTHEOOOROR r U/ynl \\ 3, P.O.BOX 1529 $TO REPRO NT SYSTEM SHALT.BE THE DESIGN ]r ill11111111 NOKOILS,FL,11271 Sar:ee/NMn: 5nk: 91KeL orn.F9 Ne. r PRESSURE FORTHE ENTIRE SYSTEM. AIYNN e0LlE0.P.E. CERT:OT AUNI.829296 SS-35O0 NTS 9 OF 10 MD-3500-LM RA P.E05a OS 4 bA00' 4.182' 1.000' � 4.792' 125• pq,� q• vt JUN ? 9 2016 PER�AI TWG MIAMI-DADE St. Lucie County, Ft_ MIAMI-DADE COUNTY We PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER)' 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.niiamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miaini-Dade County RER - Product Control Section to be'used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforin in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: one.DESCRIPTION:Series"SE-3550"Outswing Aluminum Storefront Entrance Door w/wo Transom—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-3550-LM, titled"Storefront Entrance Door Details-LM", sheets 1 through 11 of 11,dated 10/05/12,with revision A dated 07/21/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section.Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant SLA 3ELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of true NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 12-1005.02 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0612.09 MfAMI DADS COUNTY Expiration Date: January 17,2018 0 2015 Approval Date: July 3 Page 1 PGT Industries,Inc.' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1005.02) 2. Drawing No.MD-3550-LM,titled "Storefront Entrance Door Details - LM', sheets 1 through 11 of 11, dated 10/05/12, with revision A dated 07/21/15, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC;TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per AAMA 1304-02,FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a storefront system with I French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-7137,dated 12/10/12,signed and seated by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 12-1005.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FSC-51h Edition(2014),dated 06105/15,prepared by manufacturer,signed and seated by i Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel P re ,P.E. Product Control ftAminer NOA No.15-0612.09 Expiration Date: January 17,2018 � 1 Approval Date: July 30 2015 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas©(Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. QUANEX I.G. Super Spacer by Edgetech I.G., Inc. exterior flexible, organic foam spacer complying with ASTM C518 passed, ASTM F1249 passed, ASTM D3985 passed,ASTM D395B 22 HRS 185°F and ASTM E2190 passed. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`Edition (2014), dated June 2,2015,issued by manufacturer,signed and sealed by.Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 2, 2015, issued by manufacturer, sighed and sealed by Anthony Lynn Miller,P.E. i 3. Laboratory compliance letter for Test Report No. FTL-7137, dated 12/10/12, issued by Fenestration Testing Laboratory,Inc.,signed and sealed by Marlin D.Brinson,P.E. i G. OTHERS 1. -Notice of Acceptance No. 12-1005.02,issued to PGT Industries for their Series"SE 3550"Aluminum Outswing Storefront Entrance Door-w/Transom-L.M.I."approved on 01/17/13 and expiring on 01/17/18. i Manue Pere . Product Control E49kcr NOA No. 15-0612.09 Expiration bate: January 17,2018 Approval Date: July 30 2015 E-2 GENERAL NOTES:SE-3550 IMPACT-RESISTANT IMPACT RATING STOREFRONT ENTRANCE DOOR RATED FOR LARGE&SMALL MISSILE IMPACT RESISTANCE R THIS PRODUCT HAS BEEN DESIGNED&G CODE, COMPLY WITH IGH REQUIREMENTS OF THE FLORIDA BUILDING CODE,WCLUDINOME HIGH VELOCITY - HURRICANE ZONE B1VH2). 75112•MAX.WIDTH 2 SHUTTERS ARE NOT REQUIRED WHEN USED IN WANDAORNE DEBRIS REGIONS. &7I0•MNX.""--' 17-7/5 OPTIONAL }T/B•MN(. ��- I�'0'C'_l�-►D /—REINFORCEMENT. 3)USE ONLY AP PROVED FASTENERS PER TABLE I,SHEET 2.MATERIALS USED FOR /- SEE BHcETB OPTIONAL ._-_..___. ._._.......... ...__ REINFORCEMENT. NOR HERN U ITS AND NCRETE WITH MIN. PER A9TMC90CONCRETE TABLFMASONRY 6•MAX ---- -- -'"' i SEE SHEETS UNRS(CMU)AND CONCRETE NTTII MIN.KSI PER ANCHORTYPE,SE£TABLE i, _ SHEET Z FOR GROUT-FILLED CMU,ANCHORS WERE EVALUATEDWARIONLYTHE // 22-1I4-MAX. SEETABLES283, CELLRECEMNGTHEANCHORFILLED. I 1&+m MA%.DLO/ HEIGHT SHEETS 6&6.FOR _ 88-1!2 ANX.DLO J ANCHOR QUANTITIES.. r--- 4)ALL WOOD BUCKS LESS THAN TAM THICK ME TO BE CONSIDERED IX " - f I FOR ATTACHED _ f STOREFRONT.SEE INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY '—" �__............._� _ -""-- --"'"'" 1-'-1"--- I 6'MA%. .- _ __ ----- __ 1_�_.._ SEPAnATE APPPOVAL TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1.1/e'MICN OR GREATER.IX '��-'"-""-'"'"'-'--_-'----"-'' - � � '' _ �� BITT-T'-'--- I/ AND TXBUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY IR 120• ____ - - nII _._ LOADS TOTNE STRUCTURE.WOOD BUCK DESIGN PNOIN.STALIAPON IST HE Mme. I RESPONSIBILITY OF THE ENGINEER OR ARCHITECTOFRECORD. ---"-'--".--- j� 1 "EIGHT D ,_„- SHE FT ��IIF I 5)ANCNOREMBEOMENT TO BASE MNTERIAL SHALL BE BEYOND WAILORESSING / - t / E / ORSTUCC0.USE ANCHORS OF SUFFICIENT EMSEDMENTAS SPECIFIED ON TABLET, A / 3 p C C SHEET 1I SHEET 2.INSTALLATION ANCHORS SHOULD BE SEALED.ALL FRAMEAND PANEL SEE SHEET v SHEET CONTENTS SHEET JOINTS MUST TANCE O INSTALLATION LL SMALL BE DONE BYHING OTHERS AND IFOR MAR�WANE �/ / 4 4 / SHEET WATER RESISTANCE OF INSTALLATION SHALL BE DONEBYOMER9 AND IS BEVOND --- 4 0 THE SCOPE OFMESEINSTRUCQONS. OPTIONS 82151+6• UT•314•MAX. II I GENERALNOTES........................1 MAX.DLO HEIGHT n ELEVATIONS....__._......................i L_ I I ANCHOR TYPES.........................2 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OFTRANSFERRWGAPPLIED --- � II GLAZING DETAILS.........._.........»2 LOADS.WOOD BUCKS,BYOTKERS.k'USTBESUFFICIENRYXNCHWE.TORESIST SEEO.C.SPACINO 0 O 28 BI16• _ SEE O.C.SPACWO VERT.RECTIONS_...................-._D AIAX.DLO ON TABLES 5&6. I HORIZ SECTIONS..._._........._.....4 LOAD SIMPOBEO ON THEM BYME WINDOW. ONTABESS&0. // / 1 BHEET7 SNEET7 / n II I IiEAD/SILI ANCHOR DP............-50 7)OESION PRESSURES -- JAMB ANCHOR SPACWO.........._.7 A.NEGA7IVE DESIGN LOADS SASEDON STRUCTURALTESTPRESSURE.FRAME / �/ / MULLION OP..-.....-...............8 ANALYSISAND GLASS PER ASTM 0300,SEE SHEETS 6.6&O OF 11. 'I iI 1 EXTRUSION PROFILES...........-5 B.POBITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURALTEST n4 I PARTS LIST/CORNER OETAILS-10 PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM EIM.SEE SHEET 3 OF 11. �-- - -- 6• NII -- I HARDWARE......�.......o- 11 8)THEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 6-MM. ILIL .. ........._.... 1'TY- I WINO LO INC CORRESPONDINGTOTHE REQUIRED DESIGN PRESSURE.ME30.1/7% I I I STRESS)RATION E HAS ACTOR AS USED FOR IN EE EVALUAESIGN TION THIS OFANCOOUCT.THE 1.8 ` I LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OFANCHORS INTO //� II I 3 7/B,MA%.J-I I-� uHE� I I- WOOD. }T!B'MAX!+ I+- -"T f—8'O.C.,TYP. Imo..35�113•LM%.W7DTN+{I 9)DISSIMILAR MATERIALS THAT COME INTO CONTACT.INCLUDING PRODUCT 4 ANCHORS REQUIRED FRAMING.ANCHORAGEANDOPENINGSUBSTRATES.SHALLBECOATEOOR MRESH SEE pTALLOOUBLED00R SEE 10EE S(LLS,CENTER OF SUIOCTED TO LDINOCODE.PREVEHT CORROSIVE REACTIONS AS REQUIRED BYMEFLORIDA SHEET IO ASTRAGAL 'EYP.ELEVATION OF 10)REFERENCES:TEST REPORTS FR-7137:ELCO ULTRACON NOA;ELCO STOREFRONT ENTRANCE DOOR CRETEREX NOA ANSUAF&PA NIS FOR WOOD CONSTRUCTIONAND ADM ALUMINUM DESIGN MANUAL SHOWN WITH/WITHOUT OPTIONAL TRANSOM __.__—....__..... ranuucr nBvrsco mnPlTinpwiNUle FImiJ� INSTRUCTIONS: °io1aind",Cotlp IS-OW2 pc/ 1)DE•TERMINETHESUILDINGS REQUIRED DESIGN PRESSURE USING ME ASCE 7 STANDARD.ME PRODUCTS DESIGN \111111111 IVCII1ePRESSURE MUST MEET OR EXCEED MIS VALUE. .(. 1 rill 41 L 2)DETERMINE7HEANCHMR PEFROMTABLEI.SHEET2. ` msl<1 V Y •.T�!i � Nn;:M 6y Dn1n: Rcriv:on: u.. L : J)VERIFYMATTHE CHOSEN SILL HEIGHT MEETS ME REQUIRED PDSIINC DESIGN PRESSURE FROMTABLE2,SHEETS ': N0.50705 : SC 7/21/15 NO CHANGE l-' 4)DET ERMINETHE MAXIMUM DESIGN PRESSURE DUE TO ANCHORAGE FROMTABLE300R 4.SHEETS 6S BASED ON YOUR :Gi �:~1L.- B U:rdblian: 0ioin W' BRIM SPACE,ANCHOR TYPE AND ME QUANTITY OF ANCHORS REQUIRED TO ATTAIN THE RF.OUIRED DESIGN PRESSURE. T 7 Z.1IIS w� ELEVATION J ROSOWSKI '7j A'1E OF /4. &)JAMB ANCHOR SPACING IS GIVEN IN TABLF.SS&fi,SNEET7AN0 HAVE BEEN CALCULATED FOR ME PRODUCTS MAXIMUM DP. SOT;• PL •�'� 1070 TECHNOLOGY DRIVE RIS:: Oul°' VENICE,R 34275 III IF THE DOOR IS ATTACHED TOA STOREFRONT WINOOWMROUGH ACOMMON MULLION,DETEJUAWEMEMULLION DESIGN .'Clssv/ •• �?�1�\ STOREFRONT ENTRANCE DOOR DETAILS-LM 10!05/12 P0 o.noz 1529 PRESSURE FROM TABLE 7,SHEET S. vrr v/nN nL 111 NDKOWS:R 34274 Sn,;,s/y„en1: Gcnlr Awel: Craa�ng xn, AYv. /)THE LOWEST DESIGN PRESSURE FROM 3.4&BABOVE.SHAII BE USED FORTHE ENTIRE ASSEMBLY. Ll Ek P.E. URI.OT ALM/2S296 SE-3550 NTS 1 OF 11 MD-3550-LM A PE.R'u6E _ wIGL4aNAlED ..J j —ANNEALED �—GL.S55iAIX IIO•HEAI- _ I GLASS STRENGTHENED GLASS .. CwS 1m'ANNEALED D9wm plA 43 4S LASS TABLE I:f1/16'G(ASS11J16'GLA65/ NOTES: BITE44 BITE \44PncBaMin. Mlrt Mln. O—flpu. SWmmle .ITYDe 1)ANCHORMUST EXTENDA rMIMJMUM OF 3 THREADS tl14sleelrc 110SS BEYONDANYMETAL EA B.Plne 1' 1.Y8' I'@�-r; BMS(G5) SUBSTRATE. B 011451-41085 VIY6 76Alunlnam Y0' i!B' Z0'GLASS TYPE A GLASpe• s ee B• Ire• e- G J'n FILLE CMUOR ® 28 kp CmmHe 2.11Y Y B' 7' HOLLOWBLOCKAREONLY 114'Mptl UlmcOn 1w Z-I/2' 131Y /' APPLICABLE FOR THE C NolaT Blak' 2.112• 1-1f1' 8' JAMBS __ PNMT LD. 7f1'110660eleFles H.1-B ' 2112' 611a•W9tUTED Gu555TA0K 6l1B'S1e0Uln— "a-Black' 311 1- 3)ALL ANCHOR HEAD TYPES .I ana•WUNAIHI Du595TA0K /M'/1055 OHeFles 3.35kslO—dl 211Y 1314' Y ARE ALLOWED. 1/4•HEtT- - I I�--GIAS95iACN —ANNEALED D 5f1891et1 DIfMOn 7.62 Asi COn090 1HB' Z' 3' STRENGTHENED pid11FI1M CMI!' •I/ -1 'SEE SHEET I,GENE RAL GLASS GLA55 .7AWAEeSPWEYB'WOe Dlemelw 3NJ Cmcmla 3' 1-112' 4' NOTE 3. STREN THEIeEO .090'so_ _ 1!4'TEMPERED E g Tapson H09rnv Ulack' -1 B' GLASS "GLASS 43 1 O GLAZINGNOTES;, l� ttlt6•GLABS 44 1t11G'GLASS Ir-PVB'=.090-BUTACITE-PyB BY I(URAMYAMERICq WG ' BITE BITE 44 I'sG'-.090'SENTRYGIAVBYKURARAYAMERICAJNC. 40 (41 •/ 111 aBE GLASS TYPE C GLASS TYPE D Lam_. 13M61G �,fl� _ 18n5•I.¢ m1GW95TTAdlp,f _ DUSLSTntlI GlA55 STADl I ._�......GIA955TAQt lil•HEAT. I r1l/-HEAT. SjAENG7HENEO BTRENOTHENED GLASS IVIS-AIRSPACE GLASS •TOB'AIRSPACE C90-PSB- 1M-TEMPERED .MPSD +N•TEMPERED 'pLA33 _L ASS 43 47 PIOOUCT RBV15EJ1 E 1 11/18'GLASS nco Inure PllOido 71/IB'GLASS 44 94 puilait'aN v Ir BITE ` SITE A ..41 rly Y1V 5- o 111 1 e i�1, T8 a1 er Bam: R.rale�. _._._01 .._. ]__..._...� .sit\.n......A.1' / I ss. ��-7IL7 `� SXrE Io SB 99 �•4CY:' UCEf/S`�'•(!w�'i:• 7 RL iMio. ra05 7/21/15 ERLAYER MAN. GLASS TYPE F 'T GLAZING DETAILS J RIDSOWSKI P 4J 1070 TECHNOLOGY DRIVE4'k: Uaa: NOGLAZ TE- ASTM E13M .4. '..���` N,W.U.n x1276 STOREFRONT ENTRANCE DOOR DETAILS-LM 10/05/12 2)TEM NNG SOR ALL GLASS TYPE F EETSACNENDA FO1 ALLAGROVED DOOR PANELA.YD TRANSOM SIZES. /r�nlV/,L�,\u'ss`` P.D.UOX 1529 f11111111111L NOKOWS.IT.]4279 5er;ea/Ye&1: Yek: �eel: Wamrg An A.LYNNMILLFA,P.E. CERT;or Atint.14292?6 SE-3550 NTSSl2 OF 11 MD-3550-LM PSA P.E_X 60105 NCRETE PER ANCHOR EDGE DIST. INSTALLATION OPTION REQUIREMENT INSTALLATION ANCHORS THROUGH --- CONCRETE PER ANCHOR IX SUCKSTAIP INTO MASONRY. INSTALLATION TRANSOM XSECTION INSTALLATION REQUIREMENT -^I EDGEDIST. I-- IN ALLOTIONOANCHORB OPTION 11 ST F ,. EMBEDMENT ' -- INTO 2X WOOD. INSTALLATION "• - 1 1 _ ANCHORS DIRECTLY • _{L.iL - --... M OR _. INTO MASONRY. .._...__._ 1 ._ ._- ZX V.VOD BULK E BEDME FRAMING - EDGE DIST. - 12'MAX.SHIM IX WOOD REQUIRED 1� SUCKST . AT EACH RR SEENOTE 2, ----.— ANCHOR THIS SHEET. Im.MAX.SHIM ._._._--- OPTIONAL TV ANCHORL"I IG CTYPE, I ... - 1!2'MAX. EX-T_ERIOR '' GLASS I_.11.11, --EDGEOM DISTANCE SHIM (� EXTERIOR -'^ii 1D EDGE DISTANCE EXTHUOR EXTERIOR `+- 52 12 PER SUBSTRATE, lv:.l _ _ IYP.ANCHORTYPE. TYRANCHORTYPE. -20 r SEE TABLE I. EMSEGMENT ANO EMBEDMENT MID i SHEET2. - _ -EDOEDISTANCEPER EDGEDISTANCEPER 9 IF - SUBSTMTE,SEE SUBSTRATE.SEE 810X 12TH SD5.2-12'FROM TABLE I,SHEET 2. TABLE I.SHEET 2. BD EACH END AND 10�71 8'O.C. 52) 52 -( 7� ABLE 2: 21 TLI _ - J 4�- NOT,E„5_ / W-1- m ItId Iy OP EDGE DIST.- Kgnlnpl 581 Mp[.(•)OP `� ._�j� 1)USEONLYSUBSTRATEMPftOP1UATE Hpiphl P."0 A I,)d -' ANCHORS,FOLLOWEM9EOMENT,EDGE OPTIONAL DISTANCE AND 6USSTRATE REQUIREMENTS Bpdme,IN' IS ON Regvlmd - REINFpftCEMENTIN TRANSOM BILL PER TABLE 1,SHEET 2.PFA'INSTALLATION REQUIRED FOR P1L DOORS UB WG UMI IG AOA 661,112' 1A A 1B 20 psf _ _ REINFORCEMENTIN VERTICAL OPTION SHOWN MAYBE USED ON ANY SIDES MULIIOWUMB FRAME GLASS2VISIBLE THE WINDOW.ALL ANCHOR HEAD TYPES ARE f-12' tA8I7 50 psf ��- 112•h1NLSXIM 144- HEIGHT 22 LIGHT utow6n. — - - ;�, VERTICAL � HEIGHT 8- 1818 80 psf (n8 :-145D 2)ALLWOODBUCKSLESSTXAN1-12-THICK THE LESSER VALUE OFTHEABOVE APPROVED MULLION SECTION D-D �L _y �... MEMBE CONSIDEREDIXINSTALLANONSAX TABLEANDTHEDPTASLESDETERMINE EXTTERIOH APPROVLUMINU DMULLI WOOD BUCKS ME OPTIONAL.UNIT MAY SE THE WATER LIMITED(.)DP. L FFUMINOO STEEL STUD, INSTALL EDOIRECTLYTOSUBSIRATE.WOOD SEETAB QRST E LST C,B, BUCKS DEPICTED AS 2X ARE I-IM THICK OR THRESHOLD GREATER.IXAND2XBUCKS(WHEN USED) '`'��• EXTERIOR COVER SHALL BE DESIGNED TO PROPERLYTRANSFER / T1'P.MCHORTYPE, LOADS TO THE STRUCTURE.WOOD BUCK --OH LENGTEL H EMBEOMTAND DESIGN AND INSTALLATION IS THE "— EDGEDISTANCEPER C RESPONSIBILITY OF THE ENGINEER OR DOORASSEMBLIES SUBSTRATE SEE ARCHITECT OF RECORD.MAXIMUM SHIM INSTALLED WHERE 111E TABLE I.SHEET2. REFER TO THICKNESS TO BE M REQUIRED BY TABLES 36, OVERHANGIOH)RATIOIS SHEETII 60-fig- SHEETS5.7, F= EQUAL TO OR MORE THAN OF 11 FOR 1 IS EXEMPTED FROM 'IN.THROW M• Cr) FOR ITEMS i6-ia. WATER INFILTRATION INSTALLATION REGUIREMEMS � AN THEFULL(.)DPMAY 1.12' SEE THOLE 2, ]: OPTION I I THRESHOLD THISSHEET. O BE USED.SEE TABLE9IT. 5ISED INSTALUTIONMCHORS COVER ADA OPTIONAL OH LENGTH PRO pgvR Mlk ON RATIO= DIRECTLY INTO METAL. Wyirg niN l6c Flmlda IB THRESHOLD BUG FLAP OIf HEIGHT Ouildi gRt SADDLE Avttptmrmallo fig- / •O�/ _i,.. I� / COVER 15,SADDLE I ...-_.. __�- --,r^...�. .`�>�>.'`ICF.N3�• �i �—_ Mwn Inn Haducl No 5070• INSTALLATION - :--n• --- - - y;r' 1 �9;'c SC NO CHANGE OPTION - 12'MA%.&NIM ORSKSI ..... -J NON•SHflINK, /- - O pesanrlum o.n Bf INSTALLATION .• r ROH-MEmulccftour• / :v �• VERTICAL X-SECTION J ROSOWSKI ANCHORS DIRECTLY •' FULL LENGTH 'r�cdL���N INTO MASONRY. TYP.ANCHOR TYPE, ��(),'•- ETA!E •f(f 10701ECHNOLOGY DRNE 101.0 r'EMBEDMEM• �DGE DSTMCEPEft �` '��t)fl��a G ` N P.O.I RD%FL152075 STOREFRONT ENTRANCE DOOR DETAILS-LM 10/05/12 .�EDGE GIST. �i:SV \)•`\. NOKOMIS,FL Da27a 'SEE SHEET 10 OF 11 FORREOVIRED SUBSTRATE,SEE a•r/pp,;�(,C.�\ swa ryrtrtu: 5neec ATTACHMENT OF THRESHOLD ANGLE VERTICAL SECTION 8-B TABLE I,SHEET2. AArYMryLEQ 0.E. CERT.OF AUTH.L'2'1T.lG 5E-3550 SLATS 3 OF 11 MD-3551-LM �aA 15Mp INSTALLATION INSTALLATION APPROVED MULLION.ALUMINUM• STEEL FRAMING OR STEEL STUD, OPTION OPTION SEE TABLE 1,SHEET 2. EMBEDMENT INSTALLATIONANCHORS `CONFIGURATION INSTALLATION ANCHOR$ x{51 OIRECTLYINTOMASONRY. OHiECTLY WID METAL f CONCRETEEMU . `. V - �__--__--___..___--_lr lr^ -'•C-,___-..___,._______ EDGE DIST. PERANCHOR I tl/ r--t REQUIREMENT r.-�((gggg 52 AMC BAR F ;_.___ __..__Z_____________!ON_- __,J__ 12 r EDGE ..• .. atlI ! \J......_._,...- _./, 1 \��1 F.! jE��3f0INTLOCK 1•.•....•.•.._.._ TIP.ANG 01ST. TYPI l - 145 �+'�I / OPRONAL ._21 I r 5 i , / 22 i 60 I EMpNMENT -._._.... LAIO GLASS t-1 \/ DISTANCE PER ND SEE JO TABLE I,SHEET u ._ ....... - 2. •• II ,- .::_..». '�� E-p��R10XiM FH 505.1.tYC .._..._. _ 1!1•MVL SHIM--�1 0/�%4t �, V151BLE "rt„/ -i FROM EACH END AND 16'O.C, 62� -�77 MIN.7'LONG 21 E%TERIOR " UDHrvnoTN ' --it2"MAX BNIM _....-_.."..._- FRAME WIDTH HORIZONTAL SECTION A-A NOTES: EMBEDMENT-_ --••-I iXWD00 11 REINOO CEh1ENT, __- ----NOTESTRIP,SEE SEE SN£ET8 1j USEONLYTEAN� EOREFR CORMULAS CONCRETETCMU — - NOTE 2,THISSHEEi. OPTIONAL APPROPftlATEDMEN7 EDGE '1»DTfi•6-SB` PER ANC}1OR REINFORCEMENT, 23 T3t4 •N ]BOLT FOLLOW EMBE REQUIREMENT •' •• BEE SNEETB 1-^^._....,._....I �� i.. ._____i 1M ISTANCgMSEOMeSTMTE tFRA EHFJG IDiN2 J" INSTALLATION '" "-B D _..___ I ..:_l• "'•`n EN AO024* U N ERT 5 THRESHOLD A10X3tT PN i /-'T-END AN624` RE4 UiE ENTSP ABLE, F OPTION u I I P'I OPTIONSHEET SHOWN TA 89USN TABLE2. HEFT 3)NT IFROM SCIS,]•FROM I lJl itl L/M%O'C' OPTIONSHONTIMAY BE!ISTD TABLE2,511[ET7jWSTAILP.TION ANCHORS EpOH END AND �I�� h I �cTHROUGH SXSUCXWRIF OLLAN516EHEADTYPESAR- t18'MAXOC51II I F I ALL WED.ANEADTYPES AAE INTOA1A50NRY. � 1 HTYP.ANCHOR j 20E_MEi'liv ALLOWED.TYPE. / j Ii S1 2)ALLWOODBUCKSLESS THAN EMBEDMENT ' 'N' --' I ``'= V14 't.1 1.WTHICKARETOSE AND EDGB1i _- c i NSIDERED TX INSTALLATIONS, _ CODI-SUBS PERRATE _ _A1 I `�'1`'•-4 ,V U IIX Tro YDEW5TALLEOONAL.SEE TABLE I, _ I 1 DIRECTLYTOSUBSTMTE.SNEET2. ( 1 I I WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICKOR GREATER. . _ -_.,..__......__IRATT__...___J iX AND 2X SUCKS MNER USED) PRIOR FORATTACNED STOREFRONT. FORATTACHED STOREFRONT• SHALL BE DESIGNED TO EDGE DIST.- 112'MAX.SHIM �-• n CONFIGURATION SEE SEPARATE APPROVAL SEE SEPARATE APPROVAL PROPERLY TRANSFER LOADS TO EMFfFDM TT- .-_#{ V THE STRUCTURE WDOOSUCX THROUGH TRANSOM JAMB THROUGHOORJAMB DESIGNANDWSTALLA110NIS 2X WOOD BUCK THE RESPONSIBKOY OFTNE OR FRAMING _ INSTALLATION ENGINEERORARCIMEGTQ OPTION HORIZONTAL SECTION E-E RECORD.MATN.tUMSHitd PROOUC(D0.Vl%l) INSTALLATION THICKNESS TO DE AS REOUIRED n,mmFlyin3wINWFTtMds T �111� ANCHORS INT02X BY TABLES 3-5,SHEETS 3.7. DuiWinB Cv4e f�O� �2 `�' WOOD. I TU MIon� 2,)s pNY LYNN�fj l i, N•�a ml°: m EDGE DIST. - �`�•SYS- y !! _T"-"� Mani ProA+dC TYP.ANCHORTYPE. A _ •hk I,TI.T laS •.n�! Av..'un - Amv: Pe.:+:•m.' EMIEDMENTANO NO CHANGE EOOEDISTANCEPER SUBSTRATE.SEE TABLE L SHEET 2. G •�51�7 t1�s �a HORIZONTAL X-SECT4ON JROSOWSKI =L�•. TATEOF HORIZONTAL /,' 1070 TCCHNOLOCY DRW �'-tpau?:' TL VENICE.FL 34275 STOREFRONT ENTRANCE DOOR DETAILS-LM 10!05112 *m MAX HIM--� I•.— SECTtONC-C :,.M�;p-•......rr� � P.O.Do%116429 274•",,)Of�AI_GV.• P.O.BTL.1+274 x.�,/u,e�L sem.: sn.° o.o�•,v Na. xiV#LtukdiPE CER•DF AaAI.fzDZRs SE-356D NTS 4 OF 11 MD-3550-LM A P.Etl Ss 05 TABLE3: Door MuNon Head/S01 Anchor Cluster load Capacity(psf) Door Mullion Head/SN Anchor Cluster Load Capacity(psf) M'CHOR PATTERN MRANCHOR 11/4'W.knm SNm SPCe) 011'Ma6lmni mM5P..) TYPES A2,B2.C2,02 d E2 Npminal0im PnrMrT 'A' AntMr e'8• Ardor '[• Andar )•o' Aar )•P Nlmhuldm And.r 'A• Anda '8• MAer 1'C Mrlwr 'D' AnlherT 'p frame INms -1 "1 11 \ Wdth Height A2 A] AI B1 B3 N C2 0 CC D} D) G G F3 R WldIh Htllhl A2 N M BI B) N G Cs C4 D2 D3 DI EI 19 1A OR I� �'DDVN` Nh Im.-s0 1m0 -0.0 Imo 1x00 IRO Ina WO-40 Imo 140 IRD Imo-0 NIn Im] Imo IRO 1m0 In IWO 1110 IRO U60 Imo IRO 1140 Imo IRO lm0 11 Lin 1m0 End Imo Imo 1110 1110 Imo 1100 WO 110.. IAD]m0 WO Imo IAD mh N] IRO Imo Imo Imo IRO Imo- -mo Imo 1mn no IRO Imo Min 105.2 1x10 1110 -IWO 1m0 I- Imo Imo lla0 140..0 IBD Imo 1200 min A3 103! IRO Imo WO fmo IISR Imo U00 Imo Imo 1m0 lm0 1ND 1m0 I SEETABLEI,SHEET2 Ixln 50] IRO Imo WO Imo U¢V Imo W.0 Im0 Imo Imo Imo IAA 1m0 IAA 410 fol 903 1xi0 1016 Imo Im0 99.0 1-1140 1166 1110- Me -LLD Imo FI.� FORALLANGfORO.C. 108h 2-114'-� �- min RN m9 I]l6 Imo 1m0]m0 IRO IL10 ImD lm.1110 IRD -40 IAD IR.1m.0 4N S]b >69 1032 90.9 Van IRD e6i WO 1104 1018 ]m0 WO IN.6 -n0 Imo £ SPACING,4- Ulm ml 10x1 IWO Imo]No IWO 115.6 Imo Imo Imo IRD Imo- IRA 1110 IRA Sfln 646 xi1 915 148 Uo.1N0 N.0 IM.6 1X10 91] Imo IWO In- IAA IRD Mtn 61.1 94) WO 1m,0 IRO U0.0 IOl0 1110 Imo Imo )IDD»0.. IRA ]mo 20V tlin /LI 61.1 81.2 Tl] m9A Imo 69.1 ]01.0 12QO m.0 MO IIQO m.6 W.0 Imo ANCHORPATTERNFORANCHOR 661n 11.1 B61 It1.6 961 1240 1N0 91.5 IWO =a 1112 111. Imo 1195 IRO 1110 min 161 S).1 765 %1 99.1 IRO 610 915 IRO 75.5 1111 Ito - 119.5 14.0 TYPES A3,03,C3.036 E3 nln 52.6 19 1012 909 WO Imo B6) 1240 Imo 103.6 IRO Imo MIS Imo IRO Nln 011 10,0 1..0 lm. Imo 1110 Imo I- =0 1200 W0 110.0 IWO 1m0 IWO Vin IM111. o 140 WO 1]00 111.0 1m0 IWO -V IRO IWO INV IWO IRO Imo IWO Rln m1 1146- Imo - IRO IRO WD-40 1N0 WO IWO Imo IRO]m.0 21x0 5 -0.0 Imo 110.0 IA.O IWO IRO VBO IRO Imo Imo Imo WO IRO 1m0 3610 t6.6 99) 1..0 It'. V. IRO N15 1104 M. no 1110 Imo IRO Imo 1m0 WINpOW\\\ bin 1 IRO 1m.0 1]00 I]M Vno Imo Imo Imo 111. no Vn0 ixi0 IRa IRO Ill. Illln 57.0 BSA 113.9 941 -4O WO 918 1RD ]m0]W 1m0 1m0 1m6 UOA]m0 DOOR II 1110 Imo IRO Imo WO 1}40 IRO Into]m0 M.x110 U0.0 im.0 Imo IRD Ibh 168 )1.1 99.1 86.1 VOD 1110 Bi] W.0 1110 9B.] WD U0.0 1m1 1 1810 min NA.2 1110 ImD IHID 1110 Imo 1m0 1110 1110 1110 U60 IAO Imo Wa 51 in 4lD 664 666 76.5 3144 126. )SO WaS MO VIA ]AD IWO 913 -n0 WD �- Min ) 91.1 Imo Illd Imo]Ino I.S) ]m0 WO WO INA an lmA Imo WO ®In 349 590 11.1 669 103] Imo 6S) 945 1140 ]6) VBD IRO RA IRO-T- - Min m.4 11[5 101) IN.O Imo 960 Imo WO lli0 W4 Sm0]m-0 IRO W.0 }410 9L) 1x0.0 1N. WO W-0 o ]m0 110.0 Imo IRO IxnO IRO lm. ImA 2-114'+{ SEE TABLE I•SHEET 6610 m5 1.19 91.5 Imo Imo 6)5 V60 1m0 Id.S Imo IRo 11Q3 IAD IRO K.) 11].6 Imo IAO mo IRO 1160 -0A f1oD WO Imo 1xi0]ID.0 F '- �-FOR ALL AN O.C. - 6 )2b V. 819 1A.. 1m0 m0 IOD fmo 95.9 IRO Imo Id.l Imo IDD 3610 RI 91.1 1110 x9.0 DLO 1340 1x0.0]m0 II1L0 I O Imo IRO W0 SPACING.4.1" Min A=a 1110 1 0 Imo lln0 IRO Vno Ixio 110.0 1ND Imo WD 1110 - Cllr ]Ah SA] m! 116} 9IS .1 WD lm0 106)1104 Imo 111)1 ]AA MCHORPATTEMFORANCHOR min I IND IRO 1ra0 ImD-40 WO IND No In. Imo Imo Imo 1m. WA IBI. 6X3 71.0 94.7 mb NO 1VA IRO 934 IAO Imo 98.6 IRO VOD TYPES A4,BA,G,D4 a E4 min 1 1..]m0 Ira0 I. -0.0 Imo Imo -120.0- I1n0 -Ixio WA 5610 23 61.1 1.2 11) 9]12h ) 11x9 1ID.0 Vn0 Im0 -OA 1110 Imo ]m0-4D WA 10.0 111.0 Imo IRD WDI ]l.9 m8 J5.) 651 11 936 Imo )1.) ]111 1}0.0 m9 1163 Im.0 1810 NIn ]DIA Imo ]IfiB WO UOD 1114 Imo IRO IWO IRA 1110 In IWO 1200 DOOR II WINDOW\\ Slln 1 901 IRO 101B 1ra0 IWO 99.0 IRO Me 1166 INA Imo W.0 IND 11101 B. 1062 915 Imo IAOMIIRO IN0IO6.J 1110 Imo VLT Imo x114}bin 1 AD se. 89.0 ]m0 IRO Bl.a 1240 lm0 910 INV Im0 INA Imo1 6).6 9Q2 U.9 _8 -40 74.) Il1A WO MO Imo ]NO 919 IWO W.O 21f1'-+INin O Imo 1N0 IND IAD IIna Imo 1m0]m0 INV Imo fmo -im0 1ApTABlE1,SNEET2min D IRO IRO 1110 Imo INA IAO 1210 Imo 1m0 IRO IRO IRO IAO INA SEE TABLE I.SHEER -�T Vim-FORALLMCHORO.Gmh IR. IRo Imo WO1ra0111.0 Imo Imo 11.0 WO 1140 1m0 IRO 1110 PSPACIN0.4'M41C1210 I Im2 1110 IWO fmo lino )18.9 Imo IRO U60 ImA 1200 1m0 Imo 1114 2FOR MCNORO.C.SPACING,I MAKi 9X1 WO-0 -0A- -1110 Imo IRA Imo 1}40 1An IAO IRA1 N.I 112] 669 IRO Imo 924 Imo -0A I,. IRA IND II6.9 IRO IR0 INMShan Id60N )1) UVA) BL] IRO]2n. M VOA 1110 99.6 ]m0 ira0 105] IA.O 1mA ArchdArch _uh[rN uE.hw9 661 910 m1 1194 -0 716 If15 IRO .1 IRO Im0 956 INut I40 TIP , onTYPI -IiOn WhYp!9nTRMSOM OR - 1 RI 80.2 )iT 101.0 Ino 69.3 'm 1m0 .0 Imo IRD 81.6 IAO IR.O AI Al I DOOR 1 1110 1t61 Ixi0 1m0 IROImo IND Imo 120.0 ImD Imo MO WO-0 1m0 1210 JOm 9lD IRO Imo 12M No No 1110 IRO IRO Imo IND- Imo Imo 1}40 In 1 0] 6 01 [ II Mln N.f 116] ]]60 IDA 11610 1m0 1m0 Imo 140-0.0 Imo I.A IAD 1110 WA G 6 G G 0 1210 66.1 916 Imo III.7]m0 IWO 10041 Imo WO I40 1mfl IWO 1110 Imo IRD D] 1 Dl 6 DI 1610 9xJ51n 561 e13 It63 - Sm0 IRO RB Ira. - ill) IID..!-1m0- INA F2 1 F] 14 B HEAOMOHORPATTERN. ANCHOR QUANTITY E S RES W1TH min 61.T VS 1Q13 943 1m0 IND 65.1 IRO IRD 1.9 -0 IWO -8 1110 IN.O DESIGN PRESSURE 1010 065 64) 930 m] WBE IxQO }66 -S IRO 911 1N.0... 966 IAO Imo (bin 11] 614 61.5 RD IO35 IIQO 646 IoxS IRO mA WD-n0 860 fA0 1110 m) Sal VS 669 1061 110 IWO J6.4 111.) Vn0 R> -01 IRO PROMICTREVISE MIA Vao Imo 1100 Imo 1104 Imo Imo Ixio Imo WA 1ra0 ]IDA IRO 1NA mmplytlp]vlN aw Florid. 9010 89.1 17- I)n0 Imo V0.0 Imo IRO 1m0 IRO 1AA WO 1m0 Ixi. IfOA R�dld'mp Colo Min T1] -4D I -ao Wo Ino Ixio loo 1NA Imo Ixio fmo ImD AenP-No 15.OrAl?,0Q axm 6x1 u4o Imo fN.O IOL9 nDA WO na.. ERA ImD 1200 Wn ImD I U.i"""n Dmn�l 20 is 1810 IOiln SLI 96} ]IDD Ia0 919 1110 Imo IDJ9 tA0 1110 -40 W0 iNA .YYLV TYNN 1I) ReK.en Bl': Ou(e: Rowafon.•195 ess lmo vna els nnD lmo 9).) 12ao fmo 1.11 ImD INO ``�' • "r6 � e>,n OS.ProductVD0rbin las ma t01D uno 667 Nai lxiD RD u9A uao 661 Imp Imo rn Sd7Cs IZIX SC NO CHANGE ACOMBINEDWSTMSTOREFRONT -U 7-1,��5 : ; ANCHOR TABLES @ 1/4"SHIM SPACE ROSOWSKI SYSTEM(SEE SEPARATEAPPROVAL). '�3 6'ATE F �I� 1070 TF.CHNOLGGY DRIVE Nk: nntr TME LESSER DESIGN PRESSURE VALUE ��fn�•' It 01"0. \\� N.VENICE,rL 34275 OFT nIillDOORLBETHEOR6OREFRONTEFOTRA � �•�lp �-`��% .��, NOKl1Ml.S�fl.134271 STOREFRONT ENTRANCE DOOR DETAILS-LM10J05/12 THE ENTIRE SYSTEM. 7AtYNN N4YEIP.E Sen°1�NE- Vm1e: e. Olom•q[M. Ror: P.EA limos ciRT,OF nuTH.429296 SE-3550 NTS MS�OF 11 MD-3550-LM A TABLE4: _ Door Mull-Head/SW Anchor CLsla Load Capacity(psf) Door Mullion HeadfSlll Anchor Cluster Load Capacity Ipsf) ANCHOR PATTERN FOR ANCHOR (IA'M+)]nwn5Nm5w¢I IIA'M4D11Dm5Nm5wM1 TYPES A2,B2,C2.D2"I�! SSSTAUE 6 E2 fi-ml DR.. A.0 'A' Anho, e'B' AwAw 'C Arches n'0' M[M19r 'E' NDmIml Oim M-,T -1 M.. 'e• Mdw1T 4•C AwM1 '0' -17We•C �Fluna 1,4rna F-a.doh Z01 A2 M AO B3 O3 86 Q C/ G 01 .1 M El EJ G WIda, MII%I Al A3 AI Bi B3{E{ Q Q G 02 a Df El E9 EI1ra0 ira0 1R0 1104 1R0]RO.0.0 iRD IRO 110.0 IRO 1A0 IRv IAO IRA 311^ G.i IRO ]l0A 84) IAO WO 1X9 IAO Ltl.O 1R0]AD !ra011, IRO 11.0A16 101.) IRO 1200 101.) IAO IMo IRA I-D IRO 120.0 1A0 IRO 1R0 IRO VOD IRO 610 101] 1R0 9L) 1R0 12¢0 N41 WD IRO IROMin M.T 1R0 IRO BIT 11.0 IAO 115.9 IRO 1A0 IRO 1R0 Do. Ino IRO =.a 3filn 563 G.T In.9 SSS BL) 1119 Til iX9 1R0 941 lR0 IMO IAD 11¢0 I,SHEET2 421n T26 1009 IRD 726 .9 IRO 9] IAo IAO 110.0 1R0 IRA VOD IR.O IR.O Aln m4 R6 %3 KI AA %8 91 941 IAo G.4 IAD IAo Mol IAo 2-114•-'I -J 1�-SFACIN FO ANGi0R 0.C. IOBN 414 655 G) {}.1 61.5 84] 3)9 %9 1X9 TSR IRT]I¢0 1A0 Inn --'I SPAClNG.4'MNC Uln 1110 615 95.1 IRO m5 953 IRO 069 IAO IRO 110) IRO VDA IRO IRO IRo Uln PL Nin 565 G.) 1119 345 G.) 111.9 A.I 1150 IAO %4 IRO IRA 1)0.0 IAD ]no GIn 12.6 %S )S] 11.6 56.3 Xl SIS A.l 161-0 656 931 110.0 VOD 1100 Rin 911 Rl RL) 566 )61 IDI.1 645 1011 IAD 846 IAO Ina 120.0 Mo I3¢D ON 91 6).e 319 IDE 6T.a K3 �.] 93.3 541 R4E !141 11.6 T- IRA ANCHOR PATTERN FOR ANCHOR 661n Ki 641 921 ml 69J 911 612 919 .m 93 IRO IRD 1195 1A0 IAp fbin 1.9 K 61fi 30.8 162 619 421 651 G3 R> 665 30A A.) 1W5 IAD TYPES A3,B].C3,D]6E] >tln 121 m5 GT 4U 61.5 el) 12.9 86.9 1159 1. 1161 ]AO ]0.6 -0 IRO l4N V-2 IRO 01 IRO 1A0 10.8 1R0 1R0 IAO IRD IRO 1No ]R0 - 311n IVJ IN. IAo I'll IRO f1..v mo IIDD IRo IRO IRO 1R0 11.0 IRD IRD AN IRA 613 9W IRO R16 ]AO 1ra0 1119 tA0 IRO IMD IRD IRA \/\ ]pin 939 IRO 1A0 no IRO IRo VOD Ino tR0 ]AO IRD IRO Irao 1R0 1R0 lain ]RO ;A0 IRD LA0 1A0 IRO OOR X1 IV3 IAO ]¢] 11).3 Ino 1069 IRO I-11a. ]RD WA Vno IRD IRO Uln IVIG 911 15.9 EaA 91.) m] &.l IAO )49 199 IAO X6 IRO IRA Un -1 IRO RD 105 IRO 911 IRO IRO 1160 1M0 IRD 110.0 IRO IRO Uln RSmlm . 106 699AAlnGBBA 117.3 91 IAO 12¢0 1013 IRD 110.0 11¢0 1R0 IAO Gln )L3 %1T1) 4)b 6Ll 913 0 so®N Gl 911 441 64.3 m9 GS9 89.8 %9 83.9 1119 A IRO2-11q'31.1 Xl IG) 311 >4) IG.! ]1.f 1069 No. 909 Ina IAD 11..0 IRo IRDSEE TABLE I,SHEET2 ®In K9 RI 910 169 A.1 9A G.l 963 IRv 81.0 IRD IRA IAO 12¢0 .OD M41� O's' 1111 IRA )6l ]l4A IAO 1013 SRO lR0 1R0 IAO lR0 IRD IAD -•� FORALLANCHORO.Q 1].) GO 051 4}.1 G-0 %3 343 BT.S 1141 ]4l 111.5 IRO 110.1 IRv 11..9 915 IR611.0 IAO1]AOIRA LRD IAO ]RA CSPACING,4'MAX 341588141 RIG4 )0.E 515 60.1 1m9 661 10.1 IAo 1011 1HI0 IRB )6316.1 IOLI 69.510IAO G6 1R0 1- AD IRO IROMin Inas 120.0 IAO]oe9 IRO 1A0 1260 IAO IRO IAO IR Ro-0 IAo 1HIN B). . RI all 9.6 0.1 1143 TS9 1139 IRo 1117 IRO MoANCIIOR PATTERN FOR ANCHOR 311 ]6i %1 V.l Xl 521 Xl 104) 664 99.1 IRO 9n.6 IAO 1A.0TYPES A4,M.G,G4 8 E4 Aln Ol.l lA0 lA0 81.1 1R0 1R0 119.1 IAO IRO 1100 IRO IRO IRO IRO 11..050.890 611 K! ms 91.7 59.1 ... Mal. 81.6 IRO IAOlain ]16 Imo Ino rib 109)AO 9J IRO - - - IRO DOD IRO IRO Uln 617 931 1A0 617 41.1 1R0 KI IRO IRD mas 1200 IRD IRA IRO Mo A.] GLO RS X) 61.0 m) 626 N.4 SSS A.) Ira) X9 1143 ]AOWINDOWIm\\ Uln GM 56.3 01.) 1019 G,S If.i 10.9 MS 111.] IAO 91.9 IRv IRA-a IRO I- U - DDDR Gln 491 A.6 9SR KI 71.6 94tl 642 99.1 IAO G.A ]RO 11..v 130.0 IRO W.0 WIn 1}6 6Sl 81.1 41.6 65] R).1 346 RA 1141 )S9 1119 IRA 1H,! 1R0 IR-0 Win Xfi 99 )9.1 A.6 51A A.1 GS 013 103 63D 1015 IAO 1024 In IRD Ain 363 545 ]!.6 361 G3 l]A m) Us 0.3 613 969 IR.O %9 Ila. Ina 2-1]d'-`•I�- 341n 3017 110.0 1 IRO 104) No 1R0 1]OD IAo 1R0 IRO IRO WD IRO 11¢0)AO _..�I SEETABLE/.SHEET2 --FORALLANCHORO.G Mtn BLI n.I mil 813 1A0 IAO 111] IAO IAO IRO 1R0 IAO IAO IRO IRO SEE TABLE I.SHEET SPACING,4-1 Rin 6r.1 RL)I Ro E).0 R1.1 No. all IAD IRO 3161 1RIan- IR 0 Io O 1200 IRA 2FOR ANCHOR 21/4, 4)1n G.1 m1 163 1581 A.t IIBl AA 119.1 IAO ]DLI IRIA O A 1200 IRO IRA O.C.SPAC1N0.4'11AX I�` Uln wln 96 X2A RL] 98 2 1011 0.5 -1 IRO 046 INp IRA I11I0 IN. lR0 Gln Ul 6).6 A4 UI6)A 94 610 92.712=01 RT ILLI IAD 1169 IAO 1R0 IdMA9n ed MAm dlxA9n MIA 40.) 61D 813 m) 6l. BLT %6 ..{1..1 A9 106.! IR-0Min 1013 IRO IRA Anln Arch ArcMr e n tlf4Atnd "t4[hlM rG16lM Tim 910 %4 719 VA %1 )S9 506 )58 IOL- W4 96b 1RD 95.6 IRO 1360 ryp d6ulNn Trot dA16en TVI dWDi9n 1RNJSOR DR II WINDOW AOI 319 90 L)9 ]l9 96 R]A KS 693 A) 541 BBA If41 n.6 IAO IAo Al AI 0 M 0 DOOR Mln 9.6 tR0 1R0 916 IN.iR0 IHIv IAO 1R0 120.0 lRD 1160 IRv IRA IAO B) 6 BL R ]Din >19 Iti3 lR0 749 IN.I tra0 1021 ]Ao ]110 1R0 IRO IRD IRO IRO lRA 03 Min 61.1 %6 IAD UA %.6 Ina as,Imallmo t%R IAO fA0 1n0 I- IRA Q 6 04 6 42in ass 001 tD].0 515 A.1 10,D 711 1 1®.7Rao 91 IR0 IRD 11 1A0 IAOOl 6 TYP.HEADANCHORPATTERN. UN .To,, K6-xm. m956 640I 960 t o 81.6 IAo -..a IAO inn R EI 6 [4 MICHOROUANTITYVARIES WITH Gln 11.6 61.4 A] 116 11.4 83.2 569 ass I.10 A.5 108 IRO No.. fAo 110.0 DESIGN PRESSURE 01n 9).1 541 TA9 VA #I 74.9 St.] ]6.6 RL1 as 91.9 IRD %e IAO IRO 31.0 51.1 Eal 340 S GRI 163 0JI 911 %1 0.0 110.6 080 IAO IAO 311 600 621 JL2 460 fit{ UJ al 85.3 %6 01.6 10.1 9) IRO 1R0 PRODUI REVISR) n 0.1 %) IRO Mo Mo -oil"RA 120.0 IAO IAO IAO IAO IRO 6]0:;pi Cnn1M1 IM FImIAO roma., Aln )I9 IO)b IRo ]LB 10.fi IR.o 91 110.0 IAO IRO IRO IR.O IAO 1A0 11.0 O o lain 59.0 A) 119.6 598 R.> 119.6 BI.O IAO 1R0 IGl IRO IRA IRO IRO 1R.0 Mttpru159441/_S•�(0(^( � Illn 513 X9 101.5 Sl.l X9 IOLS RI \\\ I}nN A FM)ed fly: Oure: Re.Diw: "in Nn Dale ��n"�!-•H] 101 IR.D 03 1R0 IRD Il6v SA.O IRA ` /:// Uln 419 61.3 04) ILB fi]J 89.1 613 91A 1R.D X.2 112,2 IRD "to 1R0 IN Q ..,(( �f ny Gin J9.9 143 A.1 J49 G.R A.) Gfi R9 VI9.0 0.5 101! .OD 10,.1 110.0 WD \'1OLN^.•'.FT/v� R.. Mian11 9dc PrtduU(2n 4 91. 35.9 GR 1I9 X9 51.0 7I9 441 A6 gal R.5 m0 IRO 911 1R0 IR.O \3: C Re..m1 JrinOle: m 661n 31.6 KO 611 )26 U9 452 446 G9 69.1 %0 av lD.T e4.a uaD naA �; No.Dn/D5 SC NO CHANGE •: a6 e.swv1:w. 2):• 7 ;„- ANCHOR TABLES @ 1/2"SHIM SPACE J ROSOWSKI WCOMBINEOWITHSTOREFRONTSIM-ps Dorn: SYSTEM(SEE SEPARATE APPROVAL), (�.• r 4 ;- 1070 IECxY.OLOGY DRIVE RAc THE LESSER DESIGN PRESSURE VALUE �: LORIV• "(?; N. 80%R 52�Z75 STOREFRONT ENTRANCE DOOR DETAILS-LM 10105/12 OF THE DOOR OR STORE)RONTSYSTEM ///A�`S/ONq�.�: NOKOMIS.FL 34274 ���y1yt 6y; Snml• .+y Ha. Rev SHALL BE THE DESIGN PRESSURE FOR •))r `1 THE ENTIRE SYSTCA4 AL111lI W,&P.E CERT.0T'AuTH.(29296 SE-3550 NTS 6OF 11 MD-3550-LM A r.e.l G>OJ TABLES: TABLE 6: Door lamb Max.O.C.Anchor Spacing(m) Doorlamb Mex.O.C.Anchorgpacin. Door lamb Max.O.C,Anchor Spacing(in D.,Jzmb M-0.11 Anchor Spacing 1{ (1/PMI—Shms"I) 11/4'Mftlmrmshinspfa) 11/3/-1—swmsmccl IVI'Mss1n sNmspl.j ___...___. -fume I,— — Ar1Aor 0r Anrhor AM I'.- fT1mI ArcMI or Mwlt Anchor /rlml Inm1 A-. AMor AmA1r An— Anchor Fran., Anr — — . .6. 6'MV(. WOIh NIIRM I911'A'13v1'B' 0'C T 4'D•T 'C W1c,h WIN]tlpt'A'Ivo—Tr 'C t'0'T> -1. MTdO NN 1 T 4•A'T p w T t'C T3p1'0•Tp1'C W41N Ne11h1 6•A' '0'T>p.,'C ITp1 V Tyg4 Nln IS le % It IB NM IB N u 1B IB NIS It It N Is M M IB ]t IB ION 18 IB N 18 ]t Min 1] IB IB It N Mn IS IS It IB Is ]t 10 15 IB 15 1R min ]I 6 M 1) B IB IB %in I1 11 35 N It IB- __]61n Iq IB411. 11 1B 12 m IR 42M 1] 1 10 l/ I6 IB IB Rin N N O 10 IB 1) 8 IB 6,iAX 4BIn 11In f0- 11 1} 10 IB IBM 9x81. —1. M l}YI 1)1 IB BBN )lin B 9 16 t 16 14 IS IB —1. 0 16 0 IB II 6 11 0 1B Min 10 N IB 15 IB 511., 9 1 11 8 10 16 111 1 IB BIM ) } ) } 35 Is ) 1 19 1 ]011 16 111/9 IBWln B 9 16 IS 8 9116 IS 18601., 4I 16 613/16 B 5016 li 10 ) 1 9N I1 16 N661., > 1 IS 8 Ifi 11 IB 66N 711 16 11 16 0 9 16 311 1 11 651U 721. 61 6 It ) 1 IB ] 0 O 1 ]I]]6 1}11 IR IIN S]/I6 5 Yl6 B1 24 10 IB 51 16 15I I61 AP VIVI. 11 i11n 1B 10 IB e N IRn fA U If IB It Ilio 16N ­0 IB IB M fll� IB N % IB / 301., 161/1 10 18 1B 10 10N It 11 N It IB 301., ll 16 ll J 6 le IB IB IS IS 18 IB161 3 16 I6] N 11 161., IS It 1S IB l0 i11W I6 11111 113/1 15 Nf�]In it l B IB 11>8 IB 11 tM1 It �.10]N 11 0 IB RM 91/M 9]116 %1 10 ]0 1318 SEE]e iI I 1 161 9 111 1 t5 IBIs NM 10 N 10 is 1B 01 61 16 19]16 7 1 10 l5 O.C. IS 9 15 IB bon 6 q 6 e ] 6 e61 16 61 16 9 1118 IB SPAO.NO t 3 14 IS e 1 16 li)a 1e WN 6 I. M 6]1, fi]16 B 11114 19 ]}In ] 1{13 N6) 6 1116 1B 211., IB IB 1B IB l0 )2M 51 t SUI 9 116 It 311., N IB IB 6 110 _— ]Iln 1B IB IB IB 1R min 10 N N le It Nin 16 18 !e IB bin 1311 I6 111 16 18 I. ]e / Is IB 10 36M 16 N 1. IB Is 13 ]B 14 361., 1} 12 16 18 18 Min 1118 0 t /. 18 Is a}In 1OBN 111116 Is 131 16 IB 16 36N 3] ItM M Rln lWln 1011161011161311B I. BEI., I} IB 1,313 N IB bin 101 I4 18 ll IB IB I11n ]0 3/16 10 S I618 IB 401., B3 1tJ 4 l]56 Ifi 1.4BIn mi. 10 5 fi 11 11 IB IB Wn 9 8 10 1011/Ifi 16 IB 80 ]IIIVIb 131 16 10 Slln 'f0 16 IB f0 S 16 II t 16 WN 811 16 16 95 8 1911 16 IB Salo 0 B 119 8 10 601., 61 8 61 8 95A 11 38 L Win g 143/0 9 11 8 M Min R 13].116 03 1 la 6 le Win .1N 6N O B L61n 63/1 6 B 1 11 1. 6' 661., 0 II 1 0 I3 241n N U 1t IB IB NN 6 6 D IR Nln IB 11 18 IB 10 MAX ]iln )3116 Il )3/16 11 IB SON 11 IB IB IB IB )}N 51 5 ! 1 tl6 IO Ill It 901., 14 9 t6 11 16 IS IB 10 Mn ]e ]E IB 10 10 Min I{9 16 1B 11 IB IB Nln ]t It N 4 361., 113 4 I1 1 1) 10 IB 901., IB IB IB IB ]8 121., lllM 12S 1 le ]1 IL IB 18 loin 153/1 15 YB N ]B IIIIn 30 1/16]0 3 Ifi 11 911 I1 10 %In ISS B U IS'A IB bin 11 l6 10 11 I6 1] 18 %In 11 VB Is a IB IR 4BIn I'll 0 1 II 5/16 I] I. Ill., IS IB ll ltl It SIN 1D J I6 11 ]O 16 1) IB BII 9f 1 ll Sal., I1 0 1)B ]0 l 16 16 9/l6 % IBI., Wln I1 10 1118 1B Win 81 E 1T 93/1 11 916 IB 411., WN ON IB el 16 IS9 ll W1n )YI6 >516 911 Il 1 IB Slln 9 1 Is W. 13 IB NM IB N IB le lB BRn )ll 16 ]1.116 91 6 O IR 261., N IB IR IB Win BII Is If S9 15918 14 bin ID IB N iB IB Win )116 ) 1 B ll Is JOIn 15])1015]16 N 1B 18 >i 16 I] 015 Ifi 19 10 36N N)!6 IB 15)/I6 10 10 66N 41 1 4 16 B IB ]i It 15 1/16 IB I )iln T.1I6 13 ]1N0 11 V0 IB 1}N 1101., 11 lll IB >iin 3 9116 5 YI6 ]IV,, 9N Rln lAN 9'll% 9121's N 18 IB Nin 101 16 1B It IB IS Nln 9 9 R 13]16 IB 511., BI 16 It )16 IB Yln )1 fi ]1 16 1053/15 M l le i WN 9 IS 116 91316 IS)IB 18 Wln i N4 ]3/16 91316 12 IB PRODIICTRD mm,g C1•ilh ilA N9 N.M.PniMinB CuBc 1„I„«Nn 1 4612.pq g 35aN(will T:31GENSC' '•.p!i __ Mi- i'mdud vd No 53705SCRn— NO CHANGE ® D.1<.Nr•• won.,o: j- JAMB ANCHOR TABLES J ROrSOWSKI •'J ATF. \)`' IOIO iF.f.NNOtDGY DRNF Till,. Dol.,: '�'ccS Feomi�•C`G�,: N. .FL P.O.Box 154 STOREFRONT ENTRANCE DOOR DETAILS-LM 10105/12 P.O.D29 ,,/nNA!.F'• NDxDBu9,rl s19]I se:Bq/Ym.,c no..vr NI. A(aaulw�d;P.E 13i.OF AV Ii 129390 SE-3550 NTS 7 OF 11 MD-3550-LM A P.e1 Wml TASLE7: Door Mulllon Capacity IpMI NgNml Dlm. uxelrt'erted 6D7 DvelNBrteE AN aP,, Hom— .Pon 161mi17Pe196D TTpn SINGLE DOOR DOUBLE DOOR (tl04rD rC Itla7TYpesC611 ltlulT7as[Al) E �__ nav—!t Rem,H019M Pa i( HK-f .,(.1 ...0 Porlel H"m Pals) Nn(-I f W'IDTHr F WIDTHY NN RO M�0 .. 930 900 Imo — 1m0WIDTH 1yl+—mln 1a0 m0 m0 Imo 900 ]m0 ------am m0 m0 90.0 ImD q0 -aN 711. mo m 1mD m0 Ima 1-1� -4ah m0 no 960 Imo m0Im0RO In. mD Imp HEIGHT HEIGHT m0 m 1m0 m0 Imo (FIA1l // (MM x Ro qD q0 m0 m =a mo Imo 9T.VAry i // ' 97-w) ly EB m 15 min xi0 qA ma mD .o Imo m0 IRO i5 �/ 1, a01n mo qA Ro qA 90.0 ]m m0 I— etln Mln m0 q0 m0 qD m0 Im0Nlloi 1m.0 Yln ma m qD m0 m➢ ]DOA tm0 Y mo mo mA m0 m I.D ;m0 lJi.�_rLvv •- 1 '_.....FOR...-� qm RO WO M.3 BS3 m 1m0 m0 I ATTACHED ' tale mo q0 mD m0 m Ima Imo mM ma mo m mD qD Ima Imo SINGLE DOOR DOUBLE DOOR rL I STOREFRONT. Mm mD q0 mD m0 900 3m0 Sma VMHTRAN50M WITH TRANSOM WIDTH 2 .75% SEE ale MM Ra m mo q0 1ma Ltto F � 4 4 DOOR»]DTH I iT�O�EFOR OIT� mo .,.1 YIa mo a0D m0 Wo m0 Imo Ino —v„I WIDTN f 1+WiDTH 2 —�{WIDTH I I I 9aln RO no pl m.l m0 Imo .._. — _.--_...._._ L.....______J tmD qln RO .. m1 ml m0 Imo 1= Nin 700 no 90.0 mo MD I= Im0 �� mm m6 mo qD mD mD- InaIwo Imo i5 2 - wm mo no mo Sao m fmo no ImD 2 Y^ qm m00 qa ma m0 q Imo no Ino j S11n mo mo q.t m 90.0 lmo m0 Imo HEIGHT % HEIGHT min .01.a .1. m0 '.D I 1 lam m m0 m0 9,a Sao .0 140 R0 qln RO no qa m0 m0 Imo mc' vile m0 q0 m0 m m0 Ima q0 fm0 t� elle ..N. Ro no m0 m no mo m0 I= Ym xi0 861 061 m0 Im m0 1— 1 v qm RD Ima m.o fmo c'I+DOOR WIDTH—y lam Imo mo I= r[ It min m0 Imo ma Ima m m.o mo am mim _ mmo o FRAMEWIDTH.WIDTHI+WIDTHR mo Imo mo mo Imo a m InamD qln m0 ]m m0 — Alnno Imo to m0 Im m0 Ima wln m0 Imo m0 1m0 rRODUCT IIHV15190 Uln Imin 90.0 1m.0 m0 lma vmn�plYii9sei191hP F1091d° q vm no imo mD ImD n-t1aiu-_15 2D78 Fy: .1n m Im m0 1RA \\\1 !/// Revised U91e: ReriNcn.• i wln vie71mn m0 in. mo IImmoa C\\•\ 114. ImA 00 nde PrDd�,c]cm '\:.GENR(:•'•.•9 L aesie0d fl7. Dole: Ym m I- mo Ima %/' r SC NO CHANGE M qD Imo It 117.9 IF COMBINED WRH = IJu.SU70U a rom m0 1m0 STOREFRONT SYSTEM(SEE d m➢ Ima m.a Imo sEPARATEMPRovP11.THE--s7': ('':= MULLIONANCHOR TABLE S J°ROSOWSKI no no ImD LESSER DESIGN PRESSURE 1'•, 7 � Onle: ma Imo qa tma VALUE OF THEOORORd \w� IDND iFCHNOLOOI'DRNE rule:mo Imo mo I= STOREFROMSYSTEM C`' LOR10�:•' STOREFRONT ENTRANCE DOOR DETAILSLM 10/05!12 90.0 1mD m0 tm0 SMALL BE THE DESIGN (%i` ra RO%1s]9PA ESSUREFORTHEENTIPE A. . NTHeel:SYSTEM WL'YNNMRL�FP.E LERT.OF AU1H./19796 SE-3550 NTS BOF 11 MD-3550-LM RA P.EPMm9 77.. -.._..5.7E0' I tltl�� Tr —� ter_ � , -r1I - ^` � 11 1SSS+be8• �jI L .12V 1.6BS (� 1 ,1Tp'477 1�1 1.)60' �. 1.760• t......�.: --_� _ � / PANEL •1pp-_..1 PANEL -1z6'- 03 PANEL STILE. 1 PANEL STILE �F RAIL FLAT '1°r \�TOP RAIL CD BOTTOM HAIL HINGE �!HINOEIINACTNE c U-CHANNEL SNAP COVER 419520,6063-T6 #19521,6063-TG #19522,608346 #10524,0083-T6 #19564,6063-TU I #105015,8063-T6 IL--1y L.__..._._.arse•-- I MoB•zr ..--r-'--'--I.M. r--asar I� r-z.ase•�.�L 1� 1.28,• .. +.475 I-..-_____.__ ^. } �._ ... .STS'—$�_- -_ ... 1327 .0+0' _4'�•':.. ry- ;51111 -1}1I --._. T 350•J ��_619' _.1Be' .125 1.]EO' L.._......11 .186' .126'J I 1.)60' .125.� .JII 1 . 7lOCK3TILE (�$\)DOORJAMB/ TRANSOM DOOR � DOORJAMB �Z) DOOR 1 DOOR BACKE..Tl. U FRAME HEAD C� BASE 10 HEAD (;J REINFORCEMENT C/STOP COVER �3/ STOPBASE #19519,6063-TO #19506.606M6 010507,8063-T6 #19508,8063-TB — 1119510,6063-T6 #19534,600376 #111512,8063.78 24,11" 077 -. I+ 2338' -U-!_-2.+05'-1 2.821' I 1_+=�., [ - .220'- }.0.50' 1 �f• ._ 1.�.2330'+, —.067 ' 1.121 A89' -J. f BUMPER SADDLE - THRESHOLD THRESHOLD THRESHOLD LUSH 14 15 16 ----_QLQ 17 18 19 FLUSH 20 F THRESHOLD ��THRESHOLD ��COVER.ADA ��COVER,1-1l2'. ( COVER 8� C�.0 g/16' �� EA _ 010513..6063-T8 #19517,6083L-T66 #18514,60�63f3-T0 019515,6003-T6 #18516,6063-T6 #19503,6063-TG �.I 919504,3600663-T6 A)5•�il�- S 1.f2 � �J ��11 I _ 111 1.485' f �_�+ .__ 111 -, L .630•- I cJ - 1.11r 1 •T—6 1 1.1� S �G�1d9r �/�— J 1 .010 Zif C�21 GLAZING LEG— 22 DOOR 23 HDALUMINUM 24 TRANSOM 25 PANELSTILE 26 DOOR 27 DOOR NARROW IG BEAD U BEAD,9/18• U REINFORCEMENT ��BEAD.1.1/4' ��LOCKING/ACTIVE OSHEAR BLOCK 7 STOP COVER #19525,6063.76 #18528,8063-TO #19528,6063-T8 4 19518,6063-T6 #19523,8063-T6 #19527,80B348 #19511,6003-T6 e00uuer R6v1se0 6A0nIM Mb FIa10e 0'----� IAi�IJinR ClrJe AemN3+ne aDt.rce NR I5-0612.Oq .f2S '1'� 1 1J+{I 085 ``taOM,1 LYNN.44!(�"�i xe.;.so eY• al<: ---------- NO. -- n2078 +.457 I T .....L-y ._ S]6• 017'1`4 � C�:'• � R<wssJ a !Isle: kn'zm ���� � M nr ..�.__`�^r'_"'(_`1DT6' ,aso• .09-� �• �t' NO.070, -�' h� TRANsoM WINDOW DOOR NARROW %'tT '7 IS u? MATERIAL DETAILS J ROSOWSKI 1 28 GLAZING ADAPTER 29 FRAME 30 STOP BASE %a078oF ;'jIV- 919501 (7� 1070 Tf.[HHEICEY DRNE 7arQ. num gtaso2,eo63ae #79501,6063 T6 #79512X,fi063 76 ��o nnato.'G�: N,vewa,rL Sv7, STOREFRONT ENTRANCE DOOR DETAILS-LM 10/05/12 NOX&IIS�fL134214 ALr ��LF3l R.E St.:e4/YOO' Sro/s: 1" Me.ing xo PEITA703 CFAT.Or AWH.128296 SE-3550 NTS 9 OF 11 MD-3550-LM BA TABLE B Item D 0.0 DaWpdm WWII.] 61• DOOR PANEL DETAILS 1 19510 P-4 710 RHI 8061m awn. 3 19511 panel Bolton Mil mazm alaR. j' lopy �J1 panel slit fU a/Arlin a@m NUR 1 19FOR CLARITY, �5U/ 514 panel Stlfe Hln e/Inadive OOOLT6NUA 3 19M j ANCHOR PLATE 5 19554 RHI V-Armel B761m assn. 19 NOTSHOWN 6 MD5 FWSm E , 81B1m NUR 19519 bdflleOM Isle WISITCAl-, rJq I 8 19506 OoarlamD/creme Head (IDBSm 661 9 1956 TrauemHe Bm NUD. 9 19508 Daer Meed B maVR 1l 19510 DmrlamhnelRrem:ment toaw assn. / ll MU Dm,sl 01— MOM 511 ' I I .. 9 19Oear S,e Bete aMWA- - � 14 19511 uwn ,TIp<,nDld e0015A5. DDDR FRAME_ ' 8 19517 Saddle Th,e,hdd MIBAm 16 19514 M-Wdm&AOA mmmAnl. DETAILS Il 19515 TNefMIOGfvarl• 6061m NUR 18 MIS TNeflwldfnver3' malm NUR 19 19aR Fhlsh Bead 9/16' WBITGA R 10 55 ID M(A Flufh Bead 1-U4' Zii-GAlcan. n 19516 Gladn l Door IGBad maim Num / /'• ' 1 // I IT ]1 19515 OmrUMAl1S Wars ll 19518 HDA-ao Rein(nrbment 0081m NUR I4 19518 Trammn Bead 1- 0' 8083TB assn. a \J IS 19513 Dane15111 Blm,n Adive N6m IS 1951! Door Shell fBad MTBNun. 17 19511 DomW—SIo Cnver 3I)04m Nmt I8 1956 --GOdn Ada<r 0031`mNUR I) 59501 Wlnd"I'm, fLB}m Nwt T %b b W MIN Dmr Nsnow StD Base ikl6YmauR 39 MO 40 1653 lseiti,vtwod,11160/16'14'Dum EPON ]1(1 11 4 SethiBIM111 1'Dr (]YKm-m,•fl5e/ EPDN -s / I Q ]3W Glarin LW.W WalbWealhersld EP Dam•65 a/•5 OM ,y.t b Slllma BaAEeddln:ODw AI>JS GFn(D 9 %I �( �'/ 4S 14540 .PO•e 8'Bulh WeelMHlri Ooa sl Flm PVC10 46 679146 ,mYp 4'ilnseH Wealhen,rl Urhmml <) 19541 Adiv<Dsnel Nn Weelhersld t 14 W )3011FPIK p 1DK1/1'Fh.%IRvex,K5Glaeln 188 Bahl RSR 9etl 51 uY]1R1.1/Y Nee WasherSUew Assems a—satl f l 9D1Da 1'DR pNR DDD151 saa—sed _ EXTERIOR 50 9 mK38W1IX aBe3/k'DAFHRRSvew mmsMld I< 9tldesaad...9M S• R1rpI430K 14'1 l- YFn.MRKSvew 41 SMahbdt 9etl I M 1&MLT s/1S-m,l'Car(u eBd Shearhlvrk saMas sad \1 56 IBN1111t 5/16'•I8Ma NVtSheaAlak siiderp gad `� I b MODUCTRIMSFJ) 57 ps-34p Ph.INkrew Ion a/8x41 PHte sddas5 sed 9 M. 16p CpApHSrrcw Bp wee sHd,ss 9etl vs aapplKivg Villi flw Plmida / DueJinyfnde 60 1991 NI eBukl plat 8301m Nun. 91 A // AacDUna lbL o61 OG/8 61 1958 XI a qe ent4001 sdd®s 9etl a/�' 1,1 Oao ws..see aL.O \\ // Oele- Rewr:pn: 63 iD Bodwn ThawMlt 9ddna Sed z'%S%1m' Vi 55111 L1�\iY „' D> 64 19516 3PoInIIMIHDNudwa2KH ANGLE®1.3/4• SO���...:..,���(�%i' �— htivmi Pmducl ,d 6S 19551 3-Puk11tM2HIMware KR �S.D•\�:'110EN8� -'1• RnssM By Uole: R f6 19550 1-PDIntIM I HD-d.-Kit '•--,'�'- )t:' SC NO CHANGE 6 19553 2-WWI-2,Ma'—.0 No.50TD5 60 1959 PanlKBrl Hudwaa Ki.enl - ® haviDrlm rove ti): 69 ]9558 pwllcearl NaMxueKl,VmDn do = .//��y�y 1rr= CORNER DETAILS/BOM J ROSOWSKI tb 19561 B sweep s1 -r BI E651 ThrcfMld An le 3'p YKI/B• eBw•m NUR )•,• 1AIEO :)/.� 10)0 TECHNOLOGY ORM Rue: Ibrc: FCOroOT•'�.��.` N.VENICE.FL Zz915 STOREFRONT ENTRANCE DOOR DETAILS-LM 10/05/12 NOHOMIS,FL.112]95crles/aWre Sralx 5nenl: ho.iip Aa Rn. "%nA,rlylLWel}'RP.E URI.Or.111.§39296 SE-3550 NTS 10 OF 11 MD-3550-LM A 5.a 6aro> LOCK OPTION Ot - LOCK OPTION N2 8E LOCK OPTI0Nd3 607 O LOCK OPTION 04 85 88 ZPOINT PANIC BAR,ALL PANELS 60 ZPOINT PANIC BAR.ALL PANELS 3-POINTLOCKSYSTEM 2-POINT LOCK SYSTEM 3-POINT LOCK SYSTEM 2-POINT LOCK SYSTEM REGENT SERIES 5770 VON DUPRIN SERIES 3347 REGENT SERIES 205.2-3P REGENT SERIES ML207-TT•2P7 REGENT SERIES 2222 REGENT SERIE52-PT1 OPT.KEY OPERATED ON EXT. OPT.KEY OPERATED ON EXT. INT.IEXT.LEVER INT.IEXT.LEVER KEY OPERATED ON EXT. KEY OPERATED ON EXT. OPT.KEYiTHUMB-TURN ON Orr. OPT.KEY?HUMB-TLTtN ON INT. KEYOPERATEDONEX7. THUMB•TURN ON INT. THUMB-N--7--. N ON IN7. THUMDTURN ON WL 4 o I� SR ES 5770],K OP�ON T HAVE A — 516'THROW LATCH BOLT. a a .� ALL PANELS u: ACTIVE LOCK OPTION 2(VON 5f6'THROW LATCH BOLT 5!88•THROW LATCH DOLT DUPRIN SERIES TO HAVE A 5/B'THROWLATCH ATCH BOLT. • ° e C__ I ��- --- LOCKOPTION I(REGENT - //�f SERIES SVD),TOHAVEA 111161THROW LATCH BOLT. ' 1 f116'THgOW LATCH BOLT 71116'THROW LATCH BOLTLOCKOI, C ORA ISERIES HATHROWLLATCH i U ACTIVE NON-ACTIVE ACTIVE NON-ACTIVE PANEL PANEL PANEL PANEL 1)ALL SINGLE LEAF DOORS TO USE 1)ALL SINGLE LEAF DODRS TO USE 81 3-POINT LOCK SYSTEM JPOIN7 LOCK SYEiEM. REGENT SERIES 4001 BUTT 2)LEVER AND LOCK TYPES ARE 2)LEVER ANO LOCKTYPES ARE HINGE,B'FROM EACH END AND OPTIONAL. OPTIONAL. 26•D.C.:0.104•THICK YKDDIIR1IGVISED o U U ---......o I li,°,«nPlia in,m4nar+ao o OO (o) o _ v r " ---'_—....._::. ....'-..— 5053-TMUMINUM HINGE :.�;••'`(CENRS Fy I Mi "ah c cICmVN 4 �--BACKER PLATE AT EACH HINGE 'N: I isee Ry: pole: q,,,,,,,,,. - .......__... —_. LEAF,0.250•THICK i[: :; '-- --- k0.UU705 _ SC NO CHANGE 4.Ir. n C� n o ; i� = _�® Paaana: Da pr L7 Co) o '::p'., 21 ;`l i HARDWARE DETAILS J ROSOWSKI -------'------ rI 1070 TECHNOLOGY DRIVE I,.: aa.. -.-4-17...._-.-.� :C)f'•.•. pTDH1DI;.: \'C N.VEMCE.FI.311%5 - ' --------6-171----.--..- —� Fp,;'•••..... \<?,, P.D.DDK IS29 STOREFRONT ENTRANCE DOOR DETAILS-LM 10!05/12 �L)NRI.Edo' N01(OMIS,iL 34'174 Svin/NUJCC Ner 710, 0 amq M n.• 'A4A'lA�,e se7os PE, CENT.Ui AUIH.j2R29fi SE-3550 NTS 11 OF M A