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HomeMy WebLinkAboutDOOR PLANSELIXIR DOOR & METAL C040 - MODEL 407NON-IMPACT OUT SWING Q _ W VINYL LA.MIZ1 ATM STEEL DOOR � F GENERAL NOTES: 1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 5. 114 AREAS WHERE WINDSO.RNE DEBRIS PROTECTION TO COMPLY WITH THE CURRENT EDITION OF THE 'REQUIREMENTS EXIST. USE OF AN IMPACT PROTECTIVE FLORIDA BUILDING CODE (FBC) EXCLUDING HIGH SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR VELOCITY HURRICANE ZONE AND THE DESIGN WINDBORNE DEBRIS REGIONS IS MANDATORY FOR TINE PRESSURE(S) STATED HEREIN. PRODUCT HEREIN. Ia. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED 6. FRAME MATERIAL• ALUMINUM ALLOY 6003•TO UPON SIGNED AND SEALED TEST REPORT DALLAS DOOR PANEL MATEP.IAL:.09 MIL VINYL LAMINATED LABORATORIES. INC. 1144278 AND ASSOCIATED GALVANIZED STEEL.015' SKIN VVI URETHANE FOAM CORE. LABORATORY STAMPED DRAWINGS. 7, DESIGNATIONS STAND. FOR THE FOLLOWING: 2, ADEQUACY OF THE EY.ISTING STRUCTURAL 2X FRAMING X: OPERABLE PANEL OR STEEL FRAMING A9 A MAIN WIND FORCE RESISTING 0: FIXED PANEL 9YSTBM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 3. HARDWARE: FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER A. HALF HIAIGC7: (43 6063•T9 EXTRUDED ALUMNUM OR ARCHITCCT OF RECORD. 0. LATCH LOCK: KEYED C. DEAD BOLT. SINGLE CYLINDER 3. IX AND D( BUCKS (WHEN USED) SHALL BE DESIGNED AIND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 9. SEE SHEETI FOR DESIGN PRESSURE CHART. STRUCTURE. BUCK DESIGN AIJD INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. •1. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HF.P.CIU, A LICENRC-O ENGIIEER OR ARCHITECT SHALL PREPARE SITE SPE41fIC DOCUMENTS FOR USE WITH THIS DOCUMENT. DESIGN PRESSURE RATING (PSF) IMPACT RATING - WHERE WATER INFILTRATION REQUIREnr 1ENf_IBNI? G,Dy -- — — WHGRG WATDR INFILTRATION DUIj� tt NPItNNOi GG,�Oc[l — r4P.Dr nr,y h101 •• •UNIT MUST R41NSTAL.LEP DENGTTli AN APPROVED OVERIIAhIG TAPLE OF COUT NT SHEET OCSCRIPTION 1 GENERAL ANp INSTALLATION NOTES ELEVATION, ANCHORING LAYOUT 3 VORTICAL CRASS 9ECTION-15 4 HORINNTAL 0050' z59909NH INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR,IS REQUIRED AT EACH S. MIPlIg1yM GMQ.,G,OMENT AND E999 gISTRP!Qf; EXGLVPE ANCHOR LOCATION. WAL(, FI111pH(i9. IN94VWI 99T IIUT LIMITgQ TO THE THE 6R ;; T uCCQ fnAh1; (Ii1fG'1_ vGN[ER Ad+� $IDISIG. 2 INSTALLATION ANNCHORS AT CIFIGS MOWN ARE TILE MINIMUM NUMBED OF A.IC110('S AND MAXIMUM 6.,INSTALLATION AI•(CHQR`I $HA,LL BG INSTALLED INS I� �? Q� SPACINGS.TO BE USED FOR PRODUCT INSTALLATION. ACC(�RDANCC XITH AN(�riO:j MANUFj�CTURER'S INSTALLATION n•19TRUGT19NS nND ANcrypR$ SluILL aC AS REQUIRED AT EACH IN$TALLATIOI) Af1CHOR 'NUT (1L' USR_Q_IN SUBSTRATE$ v.VITN $TRFNi11 H$ LS$S ��"qq Irt 1.' {.'3 .1. SHIM 7HAh1 s_TRENGTII IN r� WITH LOAD REARING SHIM($). MAXIMUM AL{,OWAf3LE. SHIM SIZE OF 114INCH SHIM WHERE SPACE Qf 1/iTi INCH THE MINIMUM rPEI*IFLEO THE 'ANGHDR $G1iEQuL4 THIS SNEET• ie, I� W qLi OR GREATER OCCURS. SHIM($) SHALL IiE GONSTRVCT O HIGH DENSITY PLASTIC OR BETTER• 7• INSTALLATION, ANCIIOR9 ANQ AS OGIATED_IIARDYVARE 1�1q a 0. V.)OF MOST BE MADE OF CORROSION RESISTANT MATERIAL - W W N. ANCHORS FORINSTALLATIOP) INTO A'OO9 FRAMING OR OR NAVE A CORROSION RESISTANT COATING• O 1-- I6GA. MINIpyM STEEL FTi_AL11NU $HALt-PE.AS SHOY•!?! Ihl (I;. .p G �aNCHAR SCHERULE° THIS �HI:ET• Q � rri �_— � R w �k ppi�.aa ANcNO(��GH�ll1;Cx _ . GUI3STRATE I]lap[1FRr1t,1� TYPE SI>� ( H!IR'u7Mi _ CL!Fa'iEN► C9vm �IiNlt'It� 41NFti@liQ�tPfllTl�� TYPE 6P Q14'AM9Q�iIRN llhJ�tl! �F16F�t?gN tiRT" eiPlT�- WTAI,AOTAFL-. TLIQINL3IA (;A FIN(MAR) AR) PAST HEAD TJO, A r�Nht'x �?8•ti'I (TAPPAJGrCR�Nl1 THFJMIP MUMPS 3q. ;(oI ti796S TRr1t3A?'ri t"Ot f11rkk FCas - — Ads +I Tl0,0,1 INl?rQ 94;NYVI V\90D l T I li 011NUM 2X N1aUn FIN(7.I1Affi) Plil1IlQA-0 119,A ®R i° 112" OPG@IFIOG&-WITYOF fR�'WNNO ASA/ii 91UA ( A?, rTAFf�1NO fi�RIaN/s hL43TS61 1I FitfN 4^10:zf �iH iAFr�N� a.^-,FE�1F IF Gh?17IL• Gi A EGI:CcRii. 9Pi46 (13Ip�Pa.r,T P,�I:� ICdir•6 6�I; 1G!. �I E4�� EIS iANcC;!.IF�n(1uP,�g FPS :,i 9 i11?i E!�F �F A(i�=Hnri'TO EI��F E3F INdO iiiA'T0: f1011¢P 11Y RW hers), iljherl 1; AiRgl(1 rn. � IrOus 90911 C'' :71 I �� !.` it8 x 2 112"WOOD SCREW asKIM � I ; om4 ° I ENTRY DOOR 811RIKE DG"PAIL IVoul) FRAAIESUNTMUT N9X@M"NP91)- I'fYR:! I I 08 TAPPING SCREW. SCREW MUST BE OF }_ SUFFICIENT LENGTH TO I I/' PENETRATE (3) THREAD$ I I MINIMUM BEYOND STEEL f I TUBE. ENTRY DOOR STRIKE DETAJ ,reu.vumm: sunsn:.�r� rYf�:i 107 Pnax. Q:G: (T2P,) P4 ArIQHBR 0PAAING? SAME AS.HEAR SPAGINCi ANCHOR LAYOUT (_ T!'f!ll(kR'vlrfr-- - - ANCHORING NOTES: 1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13. ANCHOR SPACING VARIES, BUT.NOTTO EXCEED 10°.MAXIMUM O.C. 2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL IS 7. ANCHOR SPACING VARIES. QUIT NOT TO EXCEED 10".MAXIMUM O.C. RobertJ. Amoruso, P.E. FL P.E. No. 49752 Digitally signed by RobertJ. Amoruso ,•.�yiu-a�„ DN:cn=Robert J. Amoruso, o, a i l�lyL�"E@ou=pT4PrRduct 90gL; •Y..' OegiOn Group, :mail=robed( Pt G-corP,cgm. c=—U f !N§TR6�TIoN A.h)Pl1oR 3/�' Pglhl SR,IMNT W-9 T9 PAM€Rg� olsT: V§I9€ of MUNTINg FIN 114" MAX EXTERIOR 14 INTERIOR VERTICAL SECTION WOOD FRAME SUBSTRATE ~x' INTERIOR �1I4" MAX SHIM APE TO BACK .SIDE — �� C.IOUNTING FIN 112" MIN._ —� EDGE GIST. _ • 'WOOD FRAME (BY OTHERS) I MIN. EMBEDMENT --+I 18 WOOD SCREW INSTALLATION ANCHOR VERTICAL SECTION A WOOD FRAM . SUBSTRATE THRU M THRFA.P I MI[1• pG)JFTRATIghI I,S TAP RIN9 $QRGW IN�TA_LW- IQN ANCHOR SEALANT TAPE TO BACK 318" MIN. SIDE OF MOUNTING FIN WEDGE DIST. 14 GA. MIN. SQUARE STEEL TUBING (BY OTHERS) EXTERIOR INTERIOR •U A VEIz`I'ICAL SECfTION S'I'LEL'1.'l)AlNQ Sl)d5 ltA'fl: s EXTERIOR q. INTERIOR 14 GA• MIN • SQUARE STEEL TUBING (8Y OTHERS) 1 WO' M!N. SEALANT TAPE TO BACK EDGE GIST. SIDE OF MOUNTING FIN J 98 TAPPING SCREW THREE (3) THREAR INSTALI ATION ANCHOR MIN: PENETRATION V + R" ICAL --$TEEI SECTION TU4INQ SOBSTRATE— t� o I E. Q 0 z rEr',, co A ;4 A a © I � o Q a o � Robert,J. AtnoNBo, P.E. FL P.E. No. 49752 P!flltdlly signed Lrp n0grt J. Amoruso # r y°r y� Amoruso o, L" IL T oynPT£Prgduct m.�e a �" 4B1FJn Group, Oalg: col ¢,q(;.OS -+a 1/4. MAX SHIM 1/2— iAIN. EDGE DIST. 2X WOOD FRNBACK (BY OTH 118 WOOD S INSTALLATION AN I'MIN. �` ♦�u.�'„K"m+ r EMBEDMENTSEALANT TAPE SIDE OF MOUNTING FIN E HORIZONTAL SECTION WOOD FRAME SUBSTRATE INTERIOR INTERIOR EXTERIOR EXTERIOR O —1t'' MIN. EDGE DIST. �1 2X WOQD:FRAME (BY OTHERS) WOOD SCREW STALLATION ANCHORfBXa14'$MS OEMBEDMENT 0 1' MIN. EALANT TARE TO BACK k� ea •� M o - r: SIDE OFMOUNTING FIN � Uwte q U o-?A ,46 �_ o U b `"1 < n; �' tt''t.- zo —pac (Dr—RVO QNriAL SECTION �stjD ITd IIL' SUBS'1'RATL•' c Fl 55:L n� 14 GA. MIN. SQUARE STEEL TUBING (BY 3/8' MIN. EDGE DIST. OTHERS) 14 GA. MIN, SQUARE STEEL TUBING (BY OTHERS) ^a MIPJ. EgGG gIST. +-5/8' 1 P-.i G —qq� Y' C' INTERIOR INTERIOR #8 TAPPING SCREW 118 TAPPING SCREW INSTALLATION ANCHOR t18 X S14` $MS INSTALLATION ANCHOR \ \ �\ J n' fMW :i THREE (3) THREAD THREE,(B) THREAD MIN. PENETRATION MIN. PENETRATION Robert J. Amoruso, P.F. SEALANT TAPE TO BACK EXTERIOR EXTERIOR TAPE TO BACK FL P.E. No.49752 SIDE OF MOUNTING FIN SEALANT ' SIDE OF MOUNTING FIN r NOR370N^rJ�[, SECTION PIgIWIIySigoedtly'RoUertJ. H012IZONT1 L SECTION O tiT[iEL.'I'iIBING.SVUN RATF. Amortlso S1'L•EL'CUBING SUB54RA"I'E DN: cn.Ij0bert J. Amoruso, o,. ou=RTC Product Design Group, email=ro�ert�lxc-cgrp,com,c=US - ' D�te:2015,08;05 p95R:24 -D¢'OD'