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RUBBER FASTEN WITH A 1 1/2" <br /> CLOSURE \ 3' OVAL OUTLET CREW• EACH PURUN <br /> IF IF BORED ARE USED. I i— <br /> CUT END OF GUTTER \\` / 141870 SERIES �, /' COLOR TO MATCH TRIM. 10 " 4 <br /> TO MATCH RAKE TRIM USE 2 BEADS OF MANUS CL ' GUTTER HANGER <br /> '/ / 141871 BEAD OF G:.JL( I N <br /> ATF SPLICE <br /> 098320 ( ICS) \ _ IIIII NAIL W/10dACCLAT NAILS <br /> 10ELAP 21 l�j <br /> / STER CUTTER IL BETWEEN PURLINS. ROOF 'NEL i ...- <br /> # <br /> / 9 X 1 1/2" / 1 / 142830 SERIES L-_ w N <br /> a WOODGRIP SCREW lip '- - Q o <br /> / I TO FRAMING. ELBOW <br /> iiiiiiiiiiiiiiiiiiiir <br /> ' 141860 SERIES �_ • <br /> ? `` �' (T 4CAL) SERIES) <br /> I <br /> 6. <br /> I <br /> I <br /> ALL CONNECTIONS: /820 RAKE TRIM O <br /> 1 #8 X 3 4' DART SCREW — FASTEN WITH A 1 1/C. <br /> • % .........roco. -4 <br /> ,, 0 ,q <br /> 111 ( ) / �. F COLOREDW SCRE012" tS.C. /' I <br /> • <br /> NOTCH UP AND LAP ENDS BY 4' COLORED SCREWS ARE USED, <br /> 041 <br /> (2) /8 X 3/4' DART SCREW O III <br /> COLOR TWO! <br /> O MATCH TRIM. w <br /> 4✓P EA. FACE (4 TOTAL). L O <br /> /670 <br /> m FASTEN <br /> / IF UNI-RIB WALL METAL: GALV. OIX NAIL 0 Z4"40.C. <br /> LINE UP DOWNSPOUT HOLE O <br /> z <br /> DOWN CLINCHER BAND i F1A75 OF METAL. A Y <br /> /'/ / 141830 SERIES GABLE TRIMS FASTENING W/OVERHANG I T5I c <br /> (TYPICAL) J F V.4 6 ALL OVERHANGS 3" _LE 1 <br /> 0.0 <br /> IP6. 1111 AG RELATED BUILDINGS <br /> 1.1 <br /> �kt <br /> 4 I \ CENTER "LARGE" LOGO AT ':RST <br /> �� DETERMINE LOCATION, �� HORIZONTAL W000 NAILER <br /> ISI FASTEN INTO ',I l <br /> / 9 % 1 1/2" CUT HOLE SMALLER THAN FROM PEAK IN GABLE ARE' <br /> II FRAMING W/ <br /> WOODGRIP SCREW II400r, RAKE TRIM STANDARD WALL OUTLET, FORCE OUTLETTHROUGH HOLE, AND _ <br /> EXTENDS 1 1/2' FASTENER. INSIDE AND OUTSIDE EDGES.LK LESTEI <br /> PAST CORNER. <br /> �' <br /> USE MANUS CLEAR ;;;;Iiiiiiiiiiiiiiiiiiiir 1 <br /> . • / <br /> SEALANT P/N 098320FASREN <br /> AT END CAP EAVEHE: DOWN NAIL/SCREW A • <br /> Y A ? <br /> HEIGHT BANDS 1/ F <br /> END CAP FASTENED DOWNSPOUT - <br /> HE: <br /> 3 / J < <br /> W/(4) /8 X 3/4" / 141820 SERIES JJJ -I <br /> (TYPICAL) 10' 4 2' SPLICE i� x w <br /> W O <br /> DART SCREWS 12' 4 (TYPICAL) -- _ a X CD <br /> /� 16' S1 <br /> / '-��� 00 <br /> DQ <br /> OWN ELBOW 16' 5 �= r"1 . <br /> �j 141860 SERIES 18' 7 „ <br /> • / ' TYPICAL) 20' 7 <br /> ,...,..,.....„,./'.....0. 0441'' <br /> - - FINISHFLOORHEIGHT FINISH_FLOOR HEIGHT SEE DETAIL JF71 5 <br /> LEFT AND RIGHT ENDCAPS ARE OF SAME '/ I FOR UNI-I AND UNI-II FOR UNI-1 AND UNI-11 <br /> CONFIGURATION AND ARE INTERCHANGEABLE. /8 X 3/4" DART COMMERCIAL RELATED BUILDINGSi <br /> SCREW IN FLAT. 1 __ <br /> LESTER DOWNSPOUT CONNECTION 48 LESTER LOGO FASTENING 24 <br /> FASTENING LESTER GUTTER TO RAKE 64 JF285 I STANDARD GUTTER CONNECTIONS 1.5" I El I I J F717 AG & CODE APPLICATIONS 3/4"=1 2 1 <br /> p <br /> JF282 STANDARD GUTTER CONNECTION 2"=1 R4 <br /> DIST. FROM PEAK TO PANEL EDGE <br /> FASTENER MUSI BE PLACED ON UNI-FRAME 5" (REF) RIDGE CAP cr <br /> n <br /> 1•�� -4I .... 1ST RIB OF RIDGECAPI FRWALL & FRAMELOK 4 1/2 (REF) \ <br /> ��--I- (7" DOWN FROM PEAK) TOWN & COUNTRY VARIES ,� Z <br /> 1 1/2" <br /> I I TRW ENDS I BOTH <br /> NG. THIS DISTANCE MAY VARY SLIGHTLY - <br /> 1--1 ENDS OF BUILDING. RIDGECAP METAL SHOULD BE ALIGNED PER \ � RAKE TRIM <br /> SPECIFIC SAVE DETAILS - SEE <br /> Z <br /> • 3" JF SERIES DETAILS �� ►v <br /> FASTEN WITH A 2" 11-... <br /> NAL/SCREW 0 6" O.C. \\ '� <br /> ' START 0 HIGH RIB. <br /> , COLOR TO MATCH DGEEC. \ <br /> PRE-FORMED RIDGECAP (PILON A. BONE WHITE) % ® .: -. <br /> 1 I A0 ��-- 1 Q •�' LAP RAKE TRIM AT PEAK. <br /> n <br /> , N <br /> , ' CUT TOP TRIM AT ANGEL OF SLOPE. II <br /> /��' FASTEN WITH SCREW IN CENTER OF LAP. %� <br /> 1 <br /> ' 4 . <br /> OUTSIDE RUBBER FASOR(IF4 T{FR FPER ' . II <br /> CLOSURE (� OF HIGH 4RIEL EA. SSE USE MANUS CAULK LAP LSPLAP 6" +AT ALL SPLICES. AT ALL SPLICES. 'RIOGECAP TO ROOF FASTENING 96 RIDGE TRIM k RIDGECAP W/O PEAK BOX 24 cr <br /> JF705 METAL ROOF FASTENMG 3" R3 JF715 TRIM TO ROOF FASTENING 3/4=1 EO L1 <br /> I HEREBY CERTIFY THAT THIS PLAN, <br /> SPECIFICATION, OR REPORT WAS PREPAREL' <br /> BY ME OR UNDER MY DIRECT SUPERVISIOt,. <br /> AND THAT I AM A DULY LICENSED i W „ <br /> PROFESSIONAL ENGINEER UNDER THE LAWC i � r fi <br /> OF THE STATE OF MINNESOTA. W <br /> p <br /> A ; n <br /> S. <br /> JOHN DIERAUER n ^ 4 <br /> • <br /> li <br /> 1n _n4 <br /> c� <br /> Q W z ,, <br /> DAT 0 8 --(7-7.°01 LICENSE #1442 • W of e <br /> J j a- <br /> DA006 JOHN DIERAUER MINNESOTA ENG STAMP ..,u',A V <br />