17-18536 - Laserfiche WebLink

Browse Search

MATERIAL PROTECTION �y--� y-;v 1 AlL LATCH/LOCK AND HINGE HARDWARE �qg�/2^MAX OVERALL FRAME WIDTH ■��T�,� T��TO TO BE OF CORROSION RESISTANT MATERIAL� 37 1/4'MAX. c a� OR CORROSION RESISTANT COATED. g��q•�. 7q-MAX, FRAME WIDTH � FINISHIELDlGLADIATOR STEEL DOOR,WOOD EDGE 2. ANCHORING COMPONENTS MUST MEET THE FRAME WIOTH DOUBLE FRAME WIDTH � GLAZEDI2-Ox68 OUTSWING DOOR SYSTEM CORROSION RESISTANT STANDARDS AS 35 3/4"MAX. � 35 3/4'1AAX. 72 1/4'MAX. PANEL WIDTH > Q IDENTIFIED IN THE FBC. pqNEL WIDTH—I I--DOUBLE PANEL WIDTH � � � n] � GENERAL NOTES SEE DE i AIL A � (f)� 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH 6 SDHEET 6 Q I Z O Q M TuE�URREAT FLORlDA 8U!LDING CODE(FBC)BASED ON THE , P �'OTc^o ��CTc 6� — d �N SIGNED AND SEALED DATE:INCLUDING HVHZ AND HAS BEEN � EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM w Y ='� E331-00 AND ASTM E330-02. � a Q'- 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHOREO �z��8, �2��8• 2��g^ �Z>>�g^ 1 � n �� PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ~' ex/ _�jy� r- -J � Q NOTES: = MAX. M.7 IAX. MAX. � = W n J 2 , oon��T�ni�unoc cuo��RG AC I ICTFf1 4NIl CP�(:F�l c7 ; - y._ ' I-FILLVICYVJrRViVIC%�ICRIvI[. U.L.U. U. V. U.L.V. U.L.v. J U y AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE Z_MULL POSTS 8 DOUBLE BACK = WIDTH �DTH WIDj4�-I WIDTH o w MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. � X = JAMBS ARE INTERCHANGEABLE. � � 4. DESIGNED PRESSURE RATING SEE TABLE I.PAGE'I � Z 5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE (SEE OPTIONAL CROSS SECTiONS) � Zg E ' Q REQUIRED FOR DOORS AND SIDELITES. 3-SURFACE BOLT NOT REQUIRED FOR � � a APPLICATIONS REQUIRING DP-45 OR � � � C D � � J O 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, A LESS. INCLUDING OVALS,SUNBURST AND ROUNO-TOPS.ALSO �� 4-MASONRY AND CONCRETE INSTAL- �NOTE B � � � NOTE 4 0 0 INCLUDED ARE INTERNAL AND EXTERNAL GRID,BLINDS i C\ - L LATION DETAILS. � K � W w BETWEEN GLASS,EXTERNAL WROUGHT IRON AND DECO. ,� 5-POSITION AND NUMBER OF o g p NOTE 2 25 N E Q �� Z 7.SCALE BASED ON 11x17 SHEET SIZE. ANCHORS IN HINGE JAMB,LATCH m \ � ¢0 8.ALL 1X&ZX TO BE 0.55 SPECIFIC GRAVIN OR �� NOTE _ � � GREATER. JAMB OR SIDELITE JAMB WILL BE � \ / m o O Z F- THE SAMc REGARDLESS OF ROUGH � � i d � n g 3 3 w • OPENING TYPE. FOR HORIZONTAL �? N � CROSS SECTION IN 1X BUCK OPTION �� W IN MASONRY/CONCRETE,SEE FIXED INACTIVE ACTIVE FIXED w O� 'r ¢ SHEET 8 FOR DETAILS. _�� a DOOR LEAF CONSTRUCTION- 6-FOR VERTICAL ANCHOR IN 7X BUCK OPTION IN B B OTE 4 ASTRAGAL Z w o w > FACE SiiEETS:THE FACE SHEETS ARE GLUED TO THE CORE AND MASONRY/CONCRETE, SEE SHEET 6 FOR 5 6 SURFACE BOLT 5 5 6 NOTE 4 DBL-BACK LL F N N � SUBSTR,4TE WITFi.LiviC i+Di-iESi'vE. u��AiLS. � S=`��3 JEC UC 1 HIL O �AMB MULL POST � �� MULL POST � w o CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND DENSITY SHEET 6 QUAD UNIT(OXXO) o � � EXPANED POLYSTYRENE(EPS). SCALE:�/2"=1'-0" a C9 aa PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED (OUTSWING NON-IMPACT) FROM TWO SHEETS OF 2SGAUGE(.0'18'MINIMUM)GALVANIZED DESIGN PRESSURE RATING o} STEEL.THE FACE SHEETS ARE BENT 90°OVER THE 1.688'X 1.0" �WHERE WATER INFILTRATION WHERE OVERHANG WHERE WATER INFILTRATION � cJ7 �°7 LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL. THE REQUIREMENT IS NEEDED IS NOT USED REQUIREMENT IS NOT NEEDED W Z AVERAGE MIN YIELD STRENGTH OF 25 GA SHEEf STEEL SKIN IS WITHOUT W�TH WITHOUT WITHOUT W�TH w �o W w 38,400 psi.THE 1.688'X1.203"BOTfOM RAIL CONSISTS OF �� ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MINIMUM)STEEL. SURFACE BOLTS Si1RrACE BOLTS SURFACE BOLTS SURFACE BOITS SiJr2Fi+��oOLTS a J z��Q THE WOOD LOCK BLOCK IS 1.688'X 3 1!8"X 12". POSITIVE �+45 �+55 +30 POSITIVE +45 +55 IZ j w u-Z�-rnl FRAME CONSTRUCTION:THE FRAME JAMBS&HEAD ARE NEGATIVE NEGATIVE o�c7 w�a z CVIVJ I ftUl.l EU Or�V VVV.TIiE SILL iS�.vivi`2ni SEu i'F� �5 -55 -45 �5 -55 '�IQ W?I�-,U��I NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM ��~�W=� TABLE1 a�a0¢av� I� CLADDING.CORNERS ARE COPED,BUTTED,&SEALED USING TABLE OF CONTENTS $3 SILICONE, THE HEAD-ANDSIDE JAMBS ARE.FASTENED.USING-- —NOrE:-UNI-T-SMALL BE-1NSTALLED.ATIOClaUON-P�20TECIE0.�Y_01lF12HANGSUCHStJATAVERHANG(Oti�r_�;___ ..__ rOliR i6 GA.71i"o'X�S 1%1YLCS YCR I.VRIVER.1 HE SILL%V1iU SIDE $�T R �FS`�C;IOTIlJ^ �TiO=Ori�E�G i ri/Ori riEiGHT iS EQUAL TO,GR GREATER TriAti,i.0 0 0 �rn JAMBS ARE FASTENED USING THREE'16 GA.7/16'X 2"STAPLES 1 7YP.ELEVATIONS&GENERAL NOTES N � �rn Q PER CORNER. THE VERTICAL SOLID MULLION IS FASTENED 2 TYPICAL ELEVATIONS Digitally signed by Hermes F.Norero,P.E. � °� �'`O� THROUGH THE HEAD&SILL USING THREE#8X2-1/2"SCREWS PER 3 TYPICAL ELEVATIONS ``ti�«t�� Reason:l am a rovin this document END.A 3!8"HOLE IS DRILLED AT THE CENTER OF THE FRAME HEAD 4 TYPICAL ELEVATIONS � �i PP 9 AND THRESFiOLD 4YHERE A nAETAL STR(Kc Pil+i�IS FASTEUcD � VERTlCAL CftOSS SECTIONS&B.O.�A. `�:�GS F "'p i�e:2015.0i.0i i4:55:55-CS'OG' o c� m a� USING TVVO#&X 1'l/2"SCREWS TO RECEIVE THE TOP AND 6 VERTICAL CROSS SECTIONS oH�r+cni , ''" 7 HORIZONTAL CROSS SECTIONS � � �� • 3''-a��% �^TE� 8l12/08 BOTTOM ASTRAGAL BOLT EACH FIXED PANEL IS SECURED INTO � � � �:�;. THE FRAME USING FOUR 16 GA.7/16"X 2"LONG STAPLES PER $ HORIZONTAL CROSS SECTIONS _ ;/N i��&= scn�e:AS NOTED 9 ANCHORING LOCATIONS&DETi+iLS � HERMES F.NORERO I I STILE FASTENED THROUGH THE JAMBS.ALL MULLION JOINERY 8 \ I � _�" - '* FLORIDA P.E.N0.73775 owc ev WBD 10 ANCHORING LOCATIONS&DETAILS �s�d '. THE FIXED PANELS!FRAME JOINERY ARE SEALED AT THE � = � . �T T � a 398 E.DANiA BEACH BLVD. cNK er� S.FREY .vS�,:�„�y J:`�vV":`. 11 ANCHORING LOCATIONS � I - -A '- : /�/�� _ tu � �I �Z IUNIT COMPONENTS&DETAILS I H cH• �O,�'"-'�'Cp�'(OP? <u`^ SUITE 338 DRAWINGNO. ��`^ `\'v J) 13 VENT LITE DETAIL \ DOOR � CC •�"•••••"� ('j� : DANIA BEACH,FL 330D4 , I �i S �� `I J W 122008 '14 VENT LITE MATERIAL LIST � HEIGH! �� S/ONAL E��`� FBPE CERT.OF AUTH.NO.29578 '��//!11!lll1��` ��+EET 1 OF 14 I - �