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10-10431
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10-10431
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Last modified
3/22/2011 2:18:21 PM
Creation date
3/22/2011 2:14:50 PM
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Building Department
Company Name
TYSON
Building Department - Doc Type
Permit
Permit #
10-10431
Building Department - Name
TERRILL,MICHAEL & REBECCA
Address
6144 10TH ST
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• <br /> 2" MIN. 2" MIN. 2 -1/2" MIN. 2 -1/2" MIN. ` <br /> --•--•— FROM EDGE FROM EDGE - - - - -- - FROM EDGE FROM EDGE -•--- <br /> 4 4 N <br /> (TYP.) (TYP.) (TYP.) I (TYP.) _ -� n� r <br /> ® / / © 0,,,..i--„ : <br /> • • m _ _ m I�i I z -- o p © 4 <br /> 'l, €� �Z 28 1111 — e m gm <br /> m__ ® m 8 -0.0 e : <br /> �0:1 j O EXTERIOR O l9 I NTERIOR t X / X 8 <br /> 8 <br /> 0 ® II 0 °v <br /> ® / , <br /> SEE NOT hi <br /> o <br /> 2 SHT. 2 E wzN <br /> "A' SEE 801E a °o Y "4", 0 <br /> I A S HT. 2 a <br /> O3 VERIICAL CROSS SECTION © i b <br /> SEE NOTE 2 SIE 8 1 4 H BUCK w �+ Z� <br /> 3 SHT. 2 - _ SEE NOTE 4 SHT. 2 -�y a �� <br /> f 2 <br /> `� i <br /> 41-111 O ® NOTES: <br /> EXTERIOR INTERIOR 0 1. LOCATE OPERATING SASH LOCKS 7.5" FROM EACH <br /> 1/4" MAX. END OF THE ACTIVE MEETING RAIL, FASTEN WITH a'1 <br /> 5 SHIM SPACE (2) p8 x 3/4" SELF TAPPING SCREWS <br /> ��� <br /> 0 (TYP.) a 111 2. LOCAIE SASH KEEPER 6.5" FROM EACH END OF <br /> 0 zi THE MEETING RAIL, FASTEN WITH (2) H6 x 3/4" <br /> o N SCREWS. <br /> a INTERIOR ' o <br /> 0 t �.0� 0 ® • �- Fl. 3. THE FRAME IS CONSTRUCTED OF EXTRUDED PVC g <br /> MEMBERS WITH MITERED AND WELDED CORNERS. <br /> ■ f' I ® l' N ® m THE FIXED MEETING RAIL IS CONSTRUCTED FROM ¢ <br /> a' <br /> 1 e __ AN EXTRUDED ALUMINUM MEMBER WITH A PVC <br /> ® r--I� -0 1 ® n *. CAP THE FIXED MEETING RAIL WAS SUITED, <br /> I <br /> r n ,.�lii �!...,..... ,. SEALED AND FASTENED AT EACH ENO WITH TWO <br /> ®_ A #10 x 3" SCREWS. THE FIXED MEETING RAIL ENDS • UTILIZE A MOLDED PLASTIC SCREW SUPPORT. <br /> Illir 1111- ___ 0 <br /> 1, I Uf � ,.. • . m E_ 4. PER FBC SECTION 1714.5.4.2. FOR SUB -BUCKS o <br /> ° ,- " Z LESSTHANI -I /2" THICK, THE WINDOW SHALL <br /> 0:5- _ 8 cm BE ANCHORED THROUGH THE MAIN FRAME ° <br /> • 6 DIRECTLY INTO THE MASONRY. TAPCONS ARE 041[ 12/19/05 <br /> EXTeRIOf7 O ® ZB ® t SUBSTITUTED FOR THE ANCHORS. 1/4" TAPCONS Wit. N.T. S. <br /> • REQUIRE A MINIMUM 2 -1/2" CLEARANCE TO - <br /> MASONRY EDGES AND A MINIMUM 3" CLEARANCE owc. x+. AEM <br /> i I 1 -I 4" MIN. TO ADJACENT TAPCONS. WWH <br /> ' ' 1 VERTICAL'' CRA" S! SECTION f �2 tM +HQRIZONTA, CROSS" SECTION , I (:.. _ ___— / <br /> * t 800K 7; 11 2T''. .. _ EMS (TYP DRAWING [1 -705 <br /> vre 2 or 5 <br />
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